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HomeMy WebLinkAboutVOL_2_Appendix F Appendices Appendix F Traffic Study General Plan Update and Associated SPecific Plam EIR The Planning Center ~ Appendices This Page Intentionally Left Btank. General Plan Update and AJ[(jciated SPecific Plans fIR 'J. 'he Plannmg Cet/ter City of San Bernardino General Plan Update: 2004 CIRCULATION IMPACT & MITIGATION MEASURES Prepared by TRANSTECH ENGINEERS 198 N. ARROWHEAD AVENUE, SUITE 1 SAN BERNARDINO, CA 92408 TEL: 909-595-8599 DECEMBER 22, 2004 F-l PREPARER'S CERTIFICATION CIRCULATION IMPACT AND MITIGATION ANAL YSIS SAN BERNARDINO GENERAL PLAN SAN BERNARDINO, CALIFORNIA This is to certify that the above titled traffic study has been prepared under the supervision ofM. Yunus Rahi, Ph.D, P.E, a California Registered Professional Engineer. ~ ~ 12-22-04 ~ahi, Ph.D, P.E Date Professional Engineer's Stamp San Bernardino General Plan Circulation Impacts and Mitigation Measures 12-22-2004 F-2 Pagei CIRCULATION IMPACT AND MITIGATION ANAL YSIS SAN BERNARDINO GENERAL PLAN TABLE OF CONTENTS SECTION PAGE TRAFFIC IMPACT ANALYSIS & MITIGATION MEASURES Introduction.......,.,.........,.........".........." .........,.....".............................., ...................1 Regional Access...,... ......................................,.........,................,...... ......... ...............3 Existing Circulation System..................,........... ..................... ...... ..... ......................3 Study Methodology........... ...........,.. ...................................... ...................................7 Existing Traffic Conditions. ..........., .....................................,........................ ....,....10 Future Traffic Conditions......... ...... .............................,... ....., .............................. ..17 Recommended System Improvements.....,........,.. .......................... ..................... ...35 TABLES Table 1: Intersection LOS Summary: Existing (2003) Conditions................ ........11 Table 2: Existing 24-hour Volumes and LOS on Roadways ............,....................15 Table 3: Recommended General Plan Circulation Improvements ......................., 18 Table 4: Intersection LOS Summary: Future (2030) Conditions...........................28 Table 5: Future LOS With Existing and Proposed General Plan Volumes ...........32 Table 6: Intersection LOS Summary: Future (2030) Conditions wi Mitigation....38 FIGURES Figure 1: Street Cross-Section Standards ................................................................2 Figure 2: Circulation System Map.. ........... ..... ................ ..... ............... .....................4 APPENDIX San Bernardino General Plan CirculaW-'3Impacts and Mitigation Measures 12-22-2004 Page ii Circulation Impact Analysis and Mitigation Measures City of San Bernardino General Plan Circulation Element Update Introduction The purpose of circulation impact analysis is to evaluate the City's existing transportation and traffic circulation conditions, estimate future transportation and circulation needs based on future anticipated developments and traffic growth, and identify circulation improvements that would be required to accommodate future traffic on its highways and street system. A city's circulation system consists of a network of transportation facilities that serve mobility and accessibility, Mobility is defined as the ability of the motorists to travel between their points of interest. Accessibility provides the motorists access to properties at their final destinations via site access driveways and parking facilities. Mobility and accessibility are inversely proportional, i.e" as mobility of a facility increases, its accessibility to adjacent properties decreases. For example a freeway provides the highest amount of mobility but no access to adjacent properties, only a limited access to arterial streets. On the other hand, a local street provides a very little mobility, but full direct access to adjacent properties via driveways, The following is a description of various highway and street facilities in terms of their mobility and accessibility, in the order of highest to lowest mobility or, lowest to highest accessibility): Facility Type Mobilityl Accessibility Collector Street High mobility with no land access and limited access to arterial streets Mobility similar to that of a freeway with more frequent access to arterial; streets, and no direct land access Mobility decreases as more accessibility is provided to collector streets, some local streets and major traffic generators Balances mobility with accessibility by providing access between arterial streets and local streets as well as adj acent land uses. Mobility further decreases as direct access to adjacent land uses is provided Freeway Expressway Arterial Street Local Street An efficient circulation system is designed and developed with the above hierarchy of roadways to achieve the goals of mobility and accessibility in an efficient manner. The definition of the facilities are known as functional classification of streets, and can be described in terms of their traffic carrying capacity, i.e., how many vehicles may travel during a 24-hour period. The City has developed standards for various types of facilities as shown in Figure 1. San Bernardino General Plan Circula~~ Impacts and Mitigation Measures 12-22-2004 - Page 1 of 41 Figure 1: Street Cross-Section Standards HIGHWAYS ~ I ...... ';,~' ~ ~~"'_: MAJOR DIVIDED HIGHWAYS ~ '~' ~,._._).2:.to:... ,.'.'0' ~ MAJOR HIGHWAY t'.'..: I ":> S J2'_ ' ~,' ':I.~' SECONDARY HIGHWAY ~ b :J;o" :; ?';>' :d COUNTY SECONDARY HIGHWAY FOR USE ON EXISTING STREET~ or BB-FOOT DEDIC!\. T1CN NO'!' fa BE usm FOR NEW STREETS t:} '-;"~ 6Q'.,,' :_' 7'.10' '10' 33' SECONDARY HIGHWAY FOR USE ON [XISTING 8[)-FOIJT STREETS OR 'MDENING STREETS WHERE SE1BACI( UNES HA.V[ BEEN ESTAaWSHEO TO 80 FEEl OVl:.R lONG PERIOO OF TIME NOT TO eE USED FOR NEW STREETS. (61S' CVF:E1 TO cuRe MAY 5E -REQUIRED WH[~E LIGHT PECESTRIAN TRAfFIC IS AN"I1CIF'AitCJ-J ~n ~U AI.LEYS STANDARD TlJRNJNG ARE"A (PLAN ~EW) ~ '~1-20.t'or MINlMUIII lURNING AREA (PlAN YI[W} CITY OF SAN BERNARDINO-PUBLIC WORKS DEPARTMENT TYPICAL STREET SECTION .lOCAI., STREI;l ~ '^. ~: ,n,-kJ - . COllECTOR STREET FOR USE IN l:lUARTER ~IU: ~iREnS, SCHOOl AND INDU1"l'RIAL AREAS- b" ~~..__.n__, . ~ . . CONTINUOUS STREET IN COMMtRCIAl AND iJl1LTlPLI RCSIDENnAL ARl':,I,.5-, A 40~rOOl" ROADWA'i WITH H'nFOOl PARKWAYS AND FULL WIDTH SIDEWALK ~HALL BE R.cCUIRED. ~ --ra 1-8' :~ IK' ~ NONCONTINUOUS STREET MAY INCLUDE GUL-DE SAC, lOOP STREETS AND SHURT GONNECT1JR STREETS WHERE AN APPROVED INTERNAL PEDESTRIAN SYSTEM IS PRQVlDED THE P...RKWA'f ON ONE SIDE: MAY BE REOUC[D ro J- FEET. ~ STANDARO CROSS-5E<;nON ~t STANDARD CuT C<<tNERS (PLAN VIEW) APP-ROVED DAlE OIT ENGIN~R HIL~';;JIL~_S~BE.ET';; ~ -~--_._~. nun- EASfIJENT i';.}' "" ~ ~ ~ H ,= 4' uilUry 3 EASf!'!ENT PRIMARY HillSIDE CDLlECTOR STREeT ~ ~5' J' unuTl' EAS!:ME;NT HILLSIDE COl.l.ECTOR STREFT ~.,..!~ ( ~. , ~~-." ',T(I ~'I,._1 ~.r -~ ~., ,3' UTIUTY EASEMENT 1&.,... HillSIDE STREET LOCAL 1 MIN HILLSIDE STREET LIMITED (PA.RKINC: ON ONE SIDE ON"L. Y) . 'ASE","' lIN[ ~ ~ 10. :~:,~iVEASE"ENr UN' ACCESS ROADWAY CONDITIONAl. (U~llEC TO 4 DWELUNG UNITS !>~I\JArr ~m-E:ET CNL'r') (NO PARKING 80TH SlOES) STANDARD STRErr CONDITIONS 1. PRIVATE: smrrT m':VCLO?I.1EHT SHAlL CONFOHM TO THE STAND~O SffiEET DIIolENSIUNS SH-o\l,'N O!oi THIS SHEET, SIANDARD NO 100 San Bernardino General Plan Circulatjf;.~Impacts and Mitigation Measures 12-22-2004 - Page 2 of 41 Reg ional Access The City of San Bernardino enjoys regional and inter-regional access via a system of freeways, highways and arterial streets. The San Bernardino Freeway (I-I 0) is the major east-west freeway providing access west to Los Angeles and east to desert communities and beyond. 1-215 Freeway provides north-south access to Riverside and San Diego counties to the south and the desert communities to the north. SR-30 Freeway currently provides access between 1-215 and the eastern part of the City. The freeway is currently being extended to the west to connect with current terminus of SR-210 Freeway east ofI- 15 Freeway.sR-18 and SR-330 traverse north-south through the City and provide access to numerous mountain recreation areas north of the City throughout the year. As the City of San Bernardino continues to grow as a regional center because of proximity to maj or regional freeways, its residential and economic growth is expected to experience significant traffic volumes on its circulation system. Existing Circulation System Figure 2 shows the City of San Bernardino's existing circulation system with proposed changes being analyzed as part of this circulation element update. Major east-west as well as north-south streets are shown with their functional classification. Local streets are not shown in this figure since they are not part of General Plan circulation element. The following is a list of the major streets: San Bernardino General Plan Circular-~lmpacts and Mitigation Measures 12-22-2004 - Page 3 of 41 Figure 2: Circulation System Map .vFREEWAYIHIGHWAY IVMNOR ARTERIAL NSECONDARY ARTERIAL San Bernardino General Plan Circulapfli'l Impacts and Mitigation Measures 12-22-2004 Page 4 of 41 Freeways Interstate 215 (Barstow Freeway) Interstate 10 (San Bernardino Freeway) State Route 30 State Route 18 State Route 330 Principal East-West Streets 40th Street Highland Avenue Base Line Street 9th Street 5th Street Foothill Boulevard 4th Street 3 rd Street 2nd Street Rialto Avenue Mill Street Redlands Boulevard Caroline Street Hospitality Lane Central Avenue Court Street San Bernardino General Plan Circulatioglmpacts and Mitigation Measures 12-22-2004 F- Page 5 of41 Pacific Street Marshall Boulevard Lynwood Drive Piedmont Drive North Park Boulevard Belmont A venue 27th Street 6th Street Principal North-South Streets Rancho Avenue Cajon Boulevard Mount Vemon Avenue Kendall Drive Inland Center Drive E Street Sierra Way Waterman Avenue Tippecanoe Avenue Sterling Avenue Victoria Avenue Palm A venue Creek Road/Boulder Avenue Pepper Avenue San Bernardino General Plan Circulation Impacts and Mitigation Measures 12-22-2004 F -9 Page 6 of 41 Meridian Avenue University Parkway Palm Avenue Little League Drive G Street Auto Plaza Drive/Orange Show Road Del Rosa Drive Arrowhead Avenue D Street Mountain View Avenue Orange Street Hunts Lane Pine Avenue Study Methodology a. Level of Service (LOS) and vIe Analysis An important "standard" referred to throughout this document relates to the ability of a roadway and/or intersection to accommodate traffic. This level of service standard may be used to describe both existing and future traffic conditions. Level of service (LOS) is a qualitative ranking that characterizes traffic congestion on a scale of A to F with LOS A being a free-flow condition and LOS F representing extreme congestion. In addition to the LOS definition, a volume to capacity ratio or V/C ratio is used to provide a more quantified description of traffic conditions at intersections. The V/C ratio is the ratio of existing or projected traffic volumes to an intersection's design capacity. A vie ratio of 0.90 for an intersection means that the traffic volumes at the intersection represent 90 percent of its design capacity. The V /C ratio can also be related to the above LOS definitions. For example, an intersection with a V/C ratio exceeding 0.95 is handling traffic volumes that approach design capacity. The V IC ratio of 0.95 corresponds to LOS E, which indicates an unacceptable level of service at that particular San Bernardino General Plan CirculapQfflmpacts and Mitigation Measures 12-22-2004 Page 7 of 41 intersection. The following six levels of service definitions relate traffic conditions to traffic volumes and the design capacity of roadways and/or intersections. . LOS A (V/C ratio 0.0 - 0.60). There are no cycles that are fully loaded, and few are even close to loaded. No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication. Typically, the approach appears quite open, tuming movements are easily made, and nearly all drivers find freedom of operation. . LOS B (V/C ratio 0.61 - 0.70). Represents stable operation. An occasional approach phase is fully utilized and a substantial number are approaching full use. Many drivers begin to feel somewhat restricted within platoons of vehicles. . LOS C (V/C ratio 0.71 - 0.80). Stable operation continues, Full signal cycle loading is still intermittent, but more frequent. Occasionally drivers may have to wait through more than one red signal indication, and backups may develop behind tuming vehicles. . LOS D (V/C ratio 0,81 - 0.90), Encompasses a zone of increasing restriction approaching instability. Delays to approaching vehicles may be substantial during short peaks with the peak period, but enough cycles with lower demand occur to pennit periodic clearance of developing queues, thus preventing. excessive backups. . LOS E (V IC ratio 0,91 - 1,00). Represents the most vehicles that any particular intersection approach can accommodate. At capacity (V IC = 1.00), there may be long queues of vehicles waiting upstream ofthe intersection and delays may be great (up to several signal cycles). . LOS F (V/C ratio> 1.00). Represents jammed conditions. Backups from locations downstream or on the cross street may restrict or prevent movement of vehicles out of the approach under consideration; hence, volumes carried are not predictable. vie values are highly variable, because full utilization of the approach may be prevented by outside conditions. b. Roadway Capacity Standards and Passenger Car Equivalents The following is a list of roadway capacity for various types of facilities, used in roadway capacity analysis: 4-lane Major Arterial: 2-lane Major Arterial: 4-lane Secondary Arterial: 2-lane Secondary Arterial: 4-lane Collector Street: 2-lane Collector Street: 40,000 vehicles per day 15,000 vehicles per day 30,000 vehicles per day 12,000 vehicles per day 25,000 vehicles per day 10,000 vehicles per day San Bernardino General Plan Circula~1 impacts and Mitigation Measures 12-22-2004 Page 8 of 41 Also, in determining passenger car equivalent (pC E) factors for various trucks, the following factors were used: 2-axle Trucks: 3-axle Trucks: 4- or more axle Trucks: Equivalent to 2.0 passenger cars Equivalent to 2.5 passenger cars Equivalent to 3.0 passenger cars c. Acceptable LOS and Significant Impact Thresholds The thresholds of level of service for unsignalized and signalized intersections are shown in the following: LEVEL OF SERVICE CRITERIA Level of Service Two-Way or All-Way Stop Controlled Signalized Intersection Intersection Average Delay per Vehicle (see) Average Delay per Vehicle (see) A 0-10 ~ 10 B > 10. 15 > 1 0 - 20 C > 15 - 25 > 20 ~ 35 D > 25 - 35 > 35 - 55 E > 35 - 50 > 55 - 80 F > 50 > 80 or a V Ie ratio equal or greater than 1.0 . I. LOS D is the minimum tlrreshold at all key intersections in the City of San Bernardino. However, for roadways, the City's minimum threshold is LOS C. The traffic study guidelines require that traffic mitigation measures be identified to provide for operations at the minimum threshold levels. For the study area intersections, the TRAFFIX computer software, Version 7.6 has been utilized to determine intersection levels of service. Levels of service are presented for the entire intersection, consistent with the HCM Operation Delay methodology. While the level of service concepts and analysis methodology provide an indication of the performance of the entire intersection, the single letter grade A through F cannot San Bernardino General Plan Circula~1lJ:pacts and Mitigation Measures 12-22-2004 - Page 9 of 41 describe specific operational deficiencies at intersections. Progression, queue formation, and left-turn storage are examples of the operational issues that affect the performance of an intersection, but do not factor into the strict calculation of level of service. However, the TRAFFIX software does provide an output that quantifies operational features at intersections, such as vehicle clearance, queue formation, and lefHum storage requirements. Existing Traffic Conditions This section summarizes the existing circulation conditions in the City of San Bernardino. The analysis is based on existing amount of traffic volume on various street corridors and the capacity of the streets and intersections to carry traffic. The capacity measures the ability of the street system to meet and serve the demands :from traffic. It is the most practical measure of determining the City's capability to provide mobility to its residents. The capacity of a roadway is affected by a number of factors, e,g., the street width, the number of travel lanes, the number of crossing streets, the type of traffic control devices, the presence of on-street parking, the number of access driveways, the streets horizontal and vertical alignments, etc. a. Existing LOS and vIe Ratios Existing traffic counts were conducted at various roadway segments and major intersections in 2003 to determine existing V IC and LOS at these facilities. The LOS of roadway segments is based on average daily traffic (AnT) volumes and their traffic handling capacities on a daily basis. The LOS of intersections is based on traffic volumes at the intersections during the AM and PM peak hours and the traffic handling capacity of the intersection's critical lane. The TRAFFIX intersection capacity software version 7.6, based on Highway Capacity Manual's Operation Delay methodology was used in intersection LOS calculations. The results are shown in Table I for intersections and Table 2 for roadway segments. Intersection peak hour volumes and LOS calculation sheets are shown in the Appendix. San Bernardino General Plan Circula~l gnpacts and Mitigation Measures 12-22-2004 Page 10 of 41 Table 1 INTERSECTION LEVEL OF SERVICE SUMMARY EXISTING (2003) CONDITIONS No. Intersection Peak LOS Delay, Mitigation Hour sec/veh V/C Ratio Required? 1 30th Street @ Lynwood Drive AM B 11.3 - PM A 7.2 - 2 Arden Avenue @ Highland Avenue AM 0 39.1 0.687 PM C 34.2 0.633 3 Arden Avenue @ SR-30 EB Ramps AM B 16.5 0.339 PM B 14.2 0.345 4 Arden Avenue @ SR-30 WB Ramps AM A 0 - PM A - - 5 Arrowhead Avenue @ Baseline Street AM B 14.7 0.724 PM D 38.3 1.043 6 Belmont Avenue @ Palm Avenue AM B 10.1 0.354 PM A 8.5 0.232 7 Boulder Avenue @ Highland Avenue AM C 33.8 0.245 PM C 34.6 0.49 8 Del Rosa Avenue @ Baseline'Street AM C 21.4 0.395 PM C 24.7 0.396 9 Del Rosa Avenue @ Date Street AM B 20 0.38 PM C 23 0.527 10 Del Rosa Avenue @ Foothill Drive AM B 11.2 - PM B 11.5 - 11 Del Rosa Avenue @ Lynwood Drive AM B 14.8 0.27 PM B 13.9 0.339 12 Del Rosa Avenue @ SR-30 EB Ramp AM C 24.4 0.579 PM C 29 0.81 13 Del Rosa Avenue @ SR-30 WB Ramp AM C 22.8 0.795 PM C 27.4 0.855 14 Del Rosa Avenue @ Third Street AM C 27,5 0.398 PM C 31.1 0.469 15 E Street @ 2nd Street AM C 24.3 0.505 PM C 34.2 0.576 16 E Street @ 30th Street AM B 14.8 0.476 PM B 12.6 0.562 17 E Street @ Baseline Street AM B 18 0.407 PM B 19.4 0,566 18 E Street @ Highland Avenue AM B 18.6 0.765 PM C 21.7 0.4 19 E Street @ Orange Show Road AM C 27.2 0,423 PM 0 37.5 0,631 20 Harrison Street @ 40th Street AM B 12.1 - PM B 13.3 - 21 Hospitality Lane @ Carnegie Drive AM C 27 0,536 PM 0 41.1 0.906 San Bernardmo General Plan OrculajJf!fJmpacts and Mitigation Measures 12-22-2004 Page 11 of 41 22 Hunts Lane @ E Street AM F OVL - Yes PM F OVL - Yes 23 I Street @ 2nd Street AM B 14.1 0.189 PM B 13.6 0.221 24 K Street @ 3rd Street AM A 9,8 - PM A 9.3 - 25 Kendall Drive @ 40th Street AM C 21.7 0.169 PM C 25.9 0.436 26 Kendall Drive @ Palm Avenue AM C 26.2 0.572 PM C 23.9 0.48 27 Kendall Drive @ University Parkway AM C 32.2 0049 PM C 28.6 0.595 28 Lena Road @ Mill Street AM B 18.1 0.178 PM B 18 0.206 29 Leroy/SR-30 WB ON Ramp @ 30th AM B 17.2 0.598 PM B 17.4 0.401 30 Meridian Avenue @ Rialto Avenue AM E 36.3 - Yes PM F 75,1 - Yes 31 Mount Vernon Avenue @ Baseline AM C 20.1 0.458 PM C 23.3 0.532 32 Mount Vernon Avenue @ 2nd Street AM B 19.8 0.454 PM C 30 0.643 33 Mount Vernon Avenue @ 5th Street AM C 22.5 00405 PM C 22.5 0.489 34 Mount Vernon Avenue @ Highland AM C 27.8 0.617 Ave PM C 27.5 0.679 35 Mount Vernon Avenue @ Mill Street AM C 30.4 0.52 PM C 31.7 0.677 36 Mount Vernon Avenue @ Rialto AM B 14.5 0.292 Avenue PM B 14 0.384 37 Mountain View Avenue @ San AM B 12.9 0.535 Bernardino PM F 90.2 1.36 Yes 38 Northpark Boulevard @ Fairview Drive AM A 9 - PM A 9.6 - 39 Northpark Boulevard @ Sierra Way AM B 10.4 - PM C 16.1 - 40 Northpark Boulevard @ University AM C 21,4 0.284 Parkway PM D 39.6 0.689 41 Ohio Avenue @ Palm Avenue AM A 9.9 PM A 9.6 - 42 Palm Avenue @ Highland Avenue AM D 35.8 2.88 PM C 32.4 0.52 43 Pepper Avenue @ Mill Street AM C 33.1 0,465 PM C 30,4 0,45 44 Pepper Avenue @ Rialto Avenue AM B 14.6 0,366 PM B 16.4 0,496 45 Pepper Avenue @ Valley Boulevard AM C 31.2 0,746 San Bernardino General Plan CirculatjP..~gnpacts and Mitigation Measures 12-22-2004 . Page 12 of 41 PM C I 31.7 0.755 46 Rancho Avenue @ 5th St/Foothill AM F 119.6 - Yes PM F OVL - Yes 47 Sierra Way @ 30th Street AM B 15 0.255 PM B 15 0.361 AM B 19 -- 48 Sierra Way @ 40th Street 0.27 PM C 21.3 0.432 49 SR-30 EB Ramps @ Highland Avenue AM D 35.8 0.288 PM B 18.5 0.464 50 SR-30 WB Off Ramp @ 30th Street AM F 298.3 - Yes PM F 946.1 - Yes 51 SR-30 WB Ramps @ Highland AM B 15.7 0.385 Avenue PM B 14.2 0.469 52 State Street @ Baseline Street AM B 15.4 0.48 PM A 5.5 0.335 53 State Street @ Highland Avenue AM A 8.7 0.499 PM A 9.3 0.594 54 Sterling Avenue @ Foothill Drive AM A 7.8 0.156 PM A 7.9 0.131 55 Sterling Avenue @ Highland Avenue AM C 29.6 0.328 PM A 7.9 0.131 56 Sterling Avenue @ Lynwood Drive AM B 12.5 0.463 PM B 12.6 0.437 57 Tippecanoe Avenue @ 3rd Street AM C 26.5 0.464 PM C 32.5 0.698 58 Tippecanoe Avenue @ Harry Shepard AM C 22.7 0.482 PM C 20.2 0.828 59 Tippecanoe Avenue @ Hospitality AM B 12.2 - Lane PM C 25.3 0.621 60 Tippecanoe Avenue @ Mill Street AM B 13.4 0.454 PM C 22.2 0.79 61 Tippecanoe Avenue @ Rialto Avenue AM D 25.6 - PM F 102.6 - Yes 62 Tippecanoe Avenue @ San AM C 33.1 0.421 Bernardino PM D 42.1 0.828 63 Valencia Avenue @ 30th Street AM B 14.7 0.233 PM B 14.8 0.257 64 Valencia Avenue @ 40th Street AM A 9.9 0.305 PM B 11.5 0.412 65 Victoria Avenue @ Highland Avenue AM D 36.1 0.602 PM D 39.9 0.683 66 Waterman Avenue @ 30th Street AM C 27.1 0.801 PM C 23.4 0.654 67 Waterman Avenue @ 34th Street AM D 26.2 - PM D 29.9 - 68 Waterman Avenue @ 36th Street AM E 37.9 - Yes PM C 23.8 - San Bernardino General Plan CircuZop?flmpacts and Mitigation Measures 12-22-2004 Page 13 of 41 69 Waterman Avenue @ 3rd Street AM D 35.3 0.841 PM - - - 70 Waterman Avenue @ 40th Street AM C 26.1 0.637 PM C 24.8 0.506 71 Waterman Avenue @ Barton Road AM C 25.7 0.663 PM D 40.3 0.944 72 Waterman Avenue @ Fifth Street AM E 63 1.081 Yes PM F 256.2 1.593 Yes 73 Waterman Avenue @ Highland AM 0 36.4 0.482 Avenue PM D 39.2 0.65 74 Waterman Avenue @ Hospitality Lane AM C 30.5 0.715 PM D 46.8 0.984 75 Waterman Avenue @ Marshall Blvd AM A 3.2 0.507 PM A 4 0.451 76 Waterman Avenue @ Mill Street AM C 29.8 0.354 PM 0 35.2 0.54 77 Waterman Avenue @ Orange Show AM C 38 0.425 Rd PM 0 35.7 0.652 78 Waterman Avenue @ Parkdale AM B 10.4 0.592 Avenue PM B 11.1 0.501 79 Waterman Avenue @ SR-30 EB AM C 32.3 0.852 Ramp PM F 90.4 1,171 Yes 80 Waterman Avenue @ Vanderbilt Way AM B 19.6 0.358 PM C 23.3 San Bernardino General Plan Circulatzf fnpacts and Mitigation Measures 12-22-2004 Page 14 of41 N cD .0 CO I- '<- en rJ) 0 (\) +-' O' C C (tl Q)Z-l E g:-w Q) ~ u ~^ _ a.. v,/ 2.I:: ~~~ ~ "'0 .... 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"T lH o \0 ....... ~ ~ ~ ';:! ~ ;: Cl ...... ..... ~ ...... ~ ~ ;: ~ ~ u ~ ~ t-:..;; ~ '- ..... ~ ~ ~ d :::: ~ Q., - ~ I:ol ~ Cl :::: ~""" ~C ~~ ~~ :::: I r)j::: F-19 As shown in Table 1, the following intersections are currently operating at an lUlacceptable LOS, i. e. the LOS at these intersections is worse than LOS D: Hunts Lane @ E Street Meridian Avenue @ Rialto Avenue Mountain View Avenue @ San Bernardino Street Rancho Avenue @ 5th St/Foothill Boulevard SR-30 WB Off Ramp @ 30th Street Tippecanoe A venue @ Rialto Avenue Waterman Avenue @ 36th Street Waterman Avenue @ Fifth Street Waterman Avenue @SR-30EB Ramp Similarly, the following roadway segments show an unacceptable LOS (i.e., LOS is worse than LOS C) based on capacity analysis of 24-hour volumes: Tippecanoe Avenue South of Hospitality Lane Mitigation measures are required to improve the conditions at the above locations to an acceptable LOS, Future Traffic Conditions This section analyzes potential traffic conditions in the City of San Bernardino at a theoretical build-out of the plan. a. Recommended Roadway Improvements The City has identified a number of roadway improvements, reclassification and addition/deletion of certain roadway segments in order to improve its circulation conditions to handle existing as well as future traffic volumes. These improvements are listed in Table 3. For future traffic conditions analysis, these improvements have been assumed to be in place on the circulation system, San Bernardino General Plan Circulation Impacts and Mitigation Measures 12-22-2004 F-20 Page 170f4l Table 3 RECOMMENDED GENERAL PLAN CIRCULATION IMPROVEMENTS (Subject to Validation by EV Model) rev. 5/10/04 1) Mt. View Avenue: (joint jurisdiction with Redlands): 1-10 Freeway to San Bernardino Avenue; Upgrade from Secondary to Major Arterial. This classification upgrade is consistent with the City of Redlands' General Plan Circulation Element and current intentions to construct the northbound lane portion of a proposed six-lane major arterial. This proposed roadway will accommodate projected growth and provide convenient freeway access to the Redlands designated East Valley Corridor Specific Plan area. City Development Services staff have held recent meetings with the City of Redlands consultants to discuss/determine the ultimate roadway street width and right-of-way for this project. 2) Mt. View Avenue: (joint jurisdiction with Redlands): Extend Mt. View Avenue over the Santa Ana River to Central Avenue with a Secondary Arterial designation between San Bernardino Avenue and Central; Avenue. This project proposes to construct a 4-lane arterial and bridge over the Santa Ana River. 3) Central Avenue: Extend Central Avenue easterly from Tippecanoe Avenue to the proposed Mt. View Avenue extension (item #2), This roadway will serve as an important east/west link between Arrowhead Avenue and Mt. View Avenue. 4) Richardson Street: Upgrade Richardson Street to a Collector street between Riverview Drive and the 1-10 freeway. Richardson Street was previously designated as a local street, but should be upgraded to a local collector, since it connects the Riverview Industrial Park to Redlands Boulevard via a bridge over the 1-10 Freeway. Richardson Elementary School is located on Richardson Street, and is used by the surrounding neighborhood as the primary school route by students, parents, and school buses, 5) Rosewood Drive: Delete Rosewood Drive between Orchard Drive and Tippecanoe Avenue to accommodate the Hub Development. 6) Harriman Place Realignment: Plot the Harriman Place realignment from Orchard Drive to Tippecanoe Avenue and designate as a Secondary Arterial. 7) Carnegie Drive: Upgrade Carnegie Drive between Brier Dive and Hospitality Lane to a Major Arterial to be consistent with the Tri-City Center Specific Plan for full build-out. 8) Victoria Avenue: Designate Victoria Avenue as a Secondary Arterial between Tippecanoe Avenue and Mt. View A venue. The realignment of Lugonia Street by San Bernardino General Plan Circula~~{mpacts and Mitigation Measures 12-22-2004 Page 18 of 41 9) 10) 11) 12) 13) 14) 15) 16) 17) the City of Redlands to meet Victoria A venue at Mt. View Avenue will significantly increase traffic activity along Victoria Avenue. Coulston Street: Designate Coulson Street as a future Secondary Arterial between Tippecanoe Avenue and Mt. View Avenue. Coulston Street provides convenient east/west access to patrons who frequent businesses along Hospitality Lane (Costco, Staples, etc) in the Tri City Center. Hospitality Lane becomes Coulston Street as it crosses Tippecanoe Avenue in an easterly direction. Lena Road Extension: Delete the plot of Lena Road between Orange Show Road and Carnegie Drive. Lena Road is proposed to terminate at Orange Show Road and will not cross the Santa Ana River. The City is proposing to extend Mt. View Avenue across the Santa Ana River to serve as a secondary northJsouth access to the IVDA Airport property. Tippecanoe Avenue: Extend the major arterial classification on Tippecanoe Avenue to include the street segment between Central Avenue and 3rd Street. This classification is more compatible with the proposed NDA development of the former airport and will insure roadway classification uniformity along Tippecanoe Avenue between 3rd Street and the 1-10 freeway. Mill Street: Extend the Major Arterial classification of Mill Street to include the street segment between Lena Road and Tippecanoe Avenue to be consistent with the General Plan Circulation Element. Vanderbilt Way: Plot Vanderbilt Way between Waterman Avenue and Carnegie Drive and designate as a Secondary Arterial to be consistent with the Tri-City Center Specific Plan. Riverview Drive: Plot Riverview Drive and designate as a Collector Street between San Bernardino Avenue and Mt. View Avenue. Riverview Drive provides access to businesses located in the Riverview Industrial Park. Fairway Drive: Plot Fairview Drive between Camino Real and South "E" Street, and designate as a Secondary Arterial. Fainvay Drive is a major east/west southerly link between San Bernardino and Colton. Commercenter Drive East, Commercenter Drive West, Business Center Drive: Plot these roadway segments that intersect Hospitality Lane and designate as Collector Streets. Caroline Street, Club Way, Club Center Drive, Commercial Road, Wier Road: Plot these street segments between Hunts Lane and Waterman Avenue and designate as Collector Streets, San Bernardino General Plan Circula~~:fmpacts and Mitigation Measures 12-22-2004 Page 19 of 41 18) 19) 20) 21) 22) 23) 24) 25) 26) Harry Sheppard Blvd.: Plot Harry Sheppard Boulevard between Tippecanoe Avenue and Del Rosa Avenue, and designate as a Secondary Arterial to be consistent with the SBITC Specific Plan. Del Rosa Avenue: Plot the missing link (city of Highland) street segment between 3rd Street and 6th Street. Designate the City of San Bernardino portion of Del Rosa Avenue as a Secondary Arterial between 3rd Street and Harry Sheppard Boulevard. Similar to item # 18, this roadway was classified as a local street in the 1989 Circulation Element. Sierra Way: Downgrade Sierra Way between 5th Street and Mill Street from a Major Arterial to a Secondary Arterial. Staff is requesting this downgrade for classification consistency along the entire length of Sierra Way between W aterman Avenue and Mill Street. "D" Street: Downgrade "D" Street between Rialto A venue and Mill Street from a Secondary Arterial to a Collector Street. There is a significant decrease in traffic on "D" Street south of Rialto Avenue since there is no direct route between Rialto Avenue and Mill Street. "I" Street: The reconfiguration of the 1-215 Freeway off-ramps at 2nd Street! "I" Street will necessitate the need for a cul-de-sac on "I" Street south of3rd Street. 3rd Street: Delete 3rd Street segment between Viaduct!"K" Street and Mt. Veroon Avenue. 3rd Street will become the proposed access to the future Santa Fe Depot multi-modal complex parking structure. 2nd Street: Downgrade 2nd Street to a local street westerly of Mt. V emon Avenue to Rialto Avenue. 2nd Street provides limited access to a few adjacent residences west ofMt. Vernon Avenue and Rialto Avenue. 4th Street: Designate 4th Street as a Collector Street between Arrowhead Avenue and "K" Street. Staffhas agreed to this designation because of the limited linkage between the Santa Fe Depot and various governmental agencies on Arrowhead Avenue. Medical Center Drive: Delete the plot of Medical Center Drive between Rialto Avenue and 5th Street. This street segment has only existed as a "paper street". The BNSF multi-modal facility occupies the land between Rialto Avenue and 5th Street. 26a) 4th Street. Possible realignment of 4th Street to 5th Street to accommodate the new Mt. Vemon bridge alignment. The realignment route is pending, 27) Crestview Avenue: Delete the plot of Crestview Avenue between 21 st Street and Highland Avenue. Crestview Avenue forms a ('T" intersection at 215t Street. The San Bernardino General Plan Circulaf(Q~jmpacts and Mitigation Measures 12-22-2004 Page 20 of 41 28) 29) 30) 31) 32) 33) 34) Saint Bemardine's Hospital complex will obstruct the extension of Crestview Avenue to Highland Avenue. Piedmont Drive: Delete the plot of Piedmont Drive between Victoria Avenue and Arden Avenue. Piedmont Drive existed as a "paper street" for the past several decades. The development of the San Manuel casino complex will prevent the roadway from ever being constructed and street vacation proceedings have been finalized. Piedmont Drive is presently a cul-de-sac easterly of Victoria Avenue. Piedmont Drive between Highland Avenue and the cul-de-sac easterly of Victoria A venue will be designated as a Collector Street. Meridian Avenue: Meridian Avenue is not a continuous street between Mill Street and Rialto Avenue. The Metrolink railroad tracks are a barrier to the continuity of this roadway segment. 16th Street: Downgrade 16th Street, between Waterman Avenue and State Street, from a Secondary Arterial to a Collector Street. 16th Street is an excellent east/west collector street, midway between Base Line Street and Highland Avenue. 16th Street also runs predominantly through residential neighborhoods. Sepulveda Avenue: Downgrade Sepulveda Avenue between 40th Street and the north City Limit Line from a Secondary Arterial to a Collector Street. Sepulveda Avenue is an excellent residential neighborhood collector that provides convenient north/south access to commercial development along 40th Street. "H" Street: Downgrade "H" Street between Kendall Dr. and Northpark Boulevard from a Secondary Arterial to a Collector Street. "H" Street is an excellent collector street that provides local neighborhood access to 40th Street / Kendall Drive commercial development. A major portion of "H" Street is located in Wlincorporated (County) areas. 32a) N. Arrowhead Avenue: Arrowhead Avenue becomes a cul-de-sac at N. "E" Street. When "E" Street was widened to a four-lane roadway ten years ago, Arrowhead Avenue became a cul-de-sac for safety and access reasons. Therefore, there is no longer access to "E" Street off Arrowhead Avenue. Marshall Blvd.: Marshall Blvd has been vacated between Rockford Drive and Victoria Avenue to accommodate the San Manuel casino expansion. 48th Street; Plot 48th Street westerly to intersect Kendall Drive, 48th Street is a major east/west Secondary Arterial located between 40th Street and Northpark Boulevard connecting Electric Avenue to Kendall Drive. The street runs partially through an unincorporated County neighborhood. San Bernardino General Plan Circula~~4mpacts and Mitigation Measures 12-22-2004 Page21of41 35) 36) 37) 38) 39) 40) 41) 42) 43) Rte 30/210: The City portion of the Rte 30/210 Freeway project is nnder construction and should be plotted on the Circulation Element along its westerly right-of-way path. Completion of this major eastlwest freeway will alter adjacent local street traffic patterns in the future. Campus Way: Plot Campus Way along the north perimeter of the CSUSB campus and designate as a Collector Street. Future residential development (Paradise Hills) will not contribute significant volumes of traffic to warrant any additional upgrade to this proposed classification. Irvington Avenue: Designate Irvington Avenue as a Collector Street between Pine Avenue and Magnolia Ave (extended). Residential development in the Verdemont community and the proposed construction of the Cesar Chavez Middle School on Belmont Avenue has created a need for this classification upgrade from a Local Street to a Collector Street. Magnolia Avenue: Designate Magnolia Avenue as a Collector Street between Ohio Avenue and Irvington Avenue. The proposed construction of the Cesar Chavez Middle School at the intersection of Belmont Avenue at Magnolia Street necessitates the upgrade of Magnolia Street to a Collector Street. Little League Drive (7): Delete this misidentified street segment as shown. This item is pending and is shown as Item #60. Harrison Street: Plot Harrison Street as a Collector Street between Lynwood Drive and 40th Street. Harrison Street should be upgraded to a Collector Street since it carries nnimpeded local residential traffic between Lynwood Drive and 40th Street. 21 st Street: Plot 21 st Street between W aterman Avenue and "H" Street, and classify as a Collector Street. Marshall Boulevard: Extend Marshall Boulevard westerly from Ladera Street to Little Mountain Drive. Designate Marshall Boulevard as a Collector Street between Ladera Street and Little Mountain Drive. 30th Street: Upgrade 30th Street between Little Mountain Drive and Valencia Avenue to a Secondary Arterial. The entire length of 30th Street/Lynwood Drive should be classified as a Secondary Arterial since it is the major east/west arterial north of the Rte. 30/210 Freeway. 43a) Downgrade Arrowhead Ave. to a Collector Street between 30th Street and north terminus cul-de-sac. Since there is no longer direct access to "E" Street from Arrowhead Avenue, this street north of 30th Street essentially serves local surrounding residences. San Bernardino General Plan Circulaff2.'1.gnpacts and Mitigation Measures 12-22-2004 Page 22 of 41 44) 45) 46) 47) 48) 49) 50) 51) 52) 53) 54) 55) 56) Valencia Drive: No change required 28th Street: 28th Street continuity should be broken between Valencia Avenue and Golden Avenue, since the Twin Creek Flood Control Channel prevents this connection from becoming economically feasible. Orange Street: Designate Orange Street as a Collector Street between Piedmont Drive and Base Line Street. A portion of this street is in the City of Highland. The residential traffic in the area travels on Orange Street. Pumalo Street: Plot Pumalo Street as terminating easterly of Arden Avenue with no connection to Victoria Avenue. The San Creek Retention Basin is adj acent to Victoria Avenue, between Lynwood Drive and Highland Avenue, and makes this roadway extension economically unfeasible. Date Street: Plot Date Street as ending easterly of Arden A venue with no connection to Victoria Avenue. Same rationale as Item # 47. '"H" Street: Plot "H" Street as a Collector Street between Inland Center Drive and terminating as a cul-de-sac south of Mill Street. The 1-215 freeway expansion project and off-ramp reconfiguration will alter local street traffic patterns in the area adjacent to the proposed Mill Street/I-2I5 ramps, Traffic circulation on "H" Street will be diverted along Huff Street and Crescent Street. Huff Street and Crescent Street: Add these streets as Local Collectors between "H" Street and Mill Street. See item # 49. 10th Street: Downgrade loth Street between 1-215 freeway and Waterman Avenue to a local street. 9th Street is designated as a secondary east/west arterial and should relieve 10th Street of anything but local traffic. Miramonte Drive: Plot Miramonte Drive as a Collector Street between 27th Street and Marshall Boulevard, 6th Street: No Change Arden Avenue: (No Change) between Base Line Street and 3rd Street. Darby Street: Downgrade Darby Street between June Street and Cajon Boulevard to a Collector Street. This area is strictly residential (a major portion lies within unincorporated County jurisdiction) with low traffic volumes. Martin Ranch Access Road: Plot the Martin Ranch extension between Little League Drive and the freeway frontage road and designate as a Collector Street. The exact location of this roadway is pending. Plot Belmont Avenue between Pine Avenue and Little League Drive and designate as a Collector Street. The San Bernardino General Plan Circulatj:.~l:'pacts and Mitigation Measures 12-22-2004 - Page23of41 57) 58) 59) 60) 61) 62) 63) 64) westerly extension of Belmont Avenue shall be designated (Cable Canyon Road) and shall meander through the foothills to intersect the north terminus of (Paso Robles Rd?). Central Avenue: Extend Central Avenue southerly to 3rd Street and reclassify as a Collector Street (3rd Street to Highland Avenue. The City portion of this street lies between Highland Avenue and Pacific Street only. The City of Highland has also classified Central A venue as a Collector Street in their General Plan Circulation Element. Golden Avenue: Downgrade Golden Avenue, between Lynwood Drive and 40th Street, from a Secondary Arterial to a Collector Street. Golden Avenue becomes a two-lane street that meanders through residential neighborhoods between Marshall Boulevard and 40th Street and is not suited as a Secondary Arterial. Evans Street (future street in Lorna Linda): Delete/ Not practical due to Hub development. Plot new (collector) frontage road from Little League Drive to Devore Road (pending) 6th Street: Delete 6th Street west of "H" Street. Future 1-215 Freeway ramp modifications will eliminate this street segment. Sterling Avenue Extension: (No Change) North Lake Project: Delete portions of HG" Street between 9th Street and Base Line Street; and 1 oth Street between "H" Street and "E" Street. 3rd Street to 5th St. Realignment: Realign 3rd Street to 5th Street at Sterling Avenue. Designate 3rd Street, between Sterling Avenue and Lankershim Avenue, as a Local Street. San Bernardino General Plan Circulatj?'1fnpacts and Mitigation Measures 12-22-2004 Page 24 of 41 b. Focused Travel Demand Model As part of this circulation system analysis, a focused travel demand model was developed to analyze the traffic impacts ofprojected development within the City at "build-out" of the proposed General Plan land uses. The latest version of the RIVSAN CTP Model was obtained from SCAGs Inland Empire Office. This model currently has a year 2000 base- year and year 2030 as regional horizon year for the future. Approximately 564 traffic analysis zones (T AZs) in this model constitute the City of San Bernardino and the Sphere ofInfluence (study) area. These zones are disaggregated to approximately 1,450 TAZs to develop the East Valley Transportation Model for planning purposes. Approximately 1,249 of these EVTM zones are within the City of San Bernardino. These 1,249 zones include the zones of Arrowhead Springs anticipated to be incorporated within the City of San Bernardino. For the purpose of its General Plan Update, the City of San Bernardino is considering rezoning 14 planning areas within the City including the Arrowhead Springs area. The rezoning is expected to cause a change in the socioeconomic data currently established for the respective T AZs. In coordination with the General Plan team and City staff, land use quantities (in acres) were estimated for the Build-out conditions ofthe study area for each ofthe TAZs. These land use quantities were then converted to socio-economic data compatible with inputs to the CTP Model using sub-regionally acceptable average factors and mid-point densities for each land use type. These model input data include the number of single and multiple dwelling units, population, retail and total employment. The CTP model highway network was also obtained from SCAG and refined by adding secondary and collector streets and zonal connectors (per the City's recommended network modification/improvement list) to represent a more detailed network consistent with the finer zone system. The model input data for the disaggregated T AZs were submitted to SCAG Inland Empire Office. From these data, SCAG generated trips for all study area zones and substituted for the original study area TAZs. The EVTM model was run using these new build-out trips in the project area. Trip generation, distribution and mode choice functions for the model were carried out and the four-period trip tables (AM, PM peak, mid-day and night-time) were provided to the General Plan team. The team performed traffic assignments for all four periods and combined them to generate total daily volumes. These daily volumes were assigned to the City of San Bernardino's future planned circulation network A comparison of total daily trips produced by and attracted to the San Bernardino T AZs were performed to assess whether the proposed General Plan including rezoning of certain planning areas and recommended network improvements would result in decreased traffic in the area. As anticipated, the comparison shows a significant decrease in San Bernardino's traffic generation under the proposed General Plan compared to the existing General Plan adopted in 1989. The following table shows this comparison: San Bernardino General Plan Circulat2~smpacts and Mitigation Measures 12-22-2004 Page 25 of 41 Existing (1989) Proposed Proposed GP - General Plan General Plan Existing GP Build-out Trips from San Bernardino T AZs to 822,375 793,557 -28,818 All SCAG TAZs Build-out Trips to San Bernardino TAZs from 826,451 797,888 -28,563 All SCAG T AZs Total San Bernardino Build-out Trips 1,648,826 1,591,445 -57,381 Per Day c. Significant Traffic Impact Thresholds A project's traffic impact is detennined based upon whether or not traffic volume associated with the project deteriorates the level of service at an intersection location to an unacceptable LOS E or F. According to the City of San Bernardino Traffic Impact Study Guidelines, traffic impacts at an intersection are to be considered "significant" when any of the following changes in the volume to capacity (V/C) ratios occur between the "without project" and the "with project" conditions: LOS C D E,F VIC with Proiect Increases > 0.0400 > 0.0200 > 0.0100 The LOS and V IC ratios above are based on the delay methodology outlined in the Highway Capacity Manual. ~~F Build-out Traffic Forecasts and Operating Conditions Based on the traffic volume data obtained from EVTM runs the future build-out traffic conditions within the City were analyzed. The traffic volume data were post-processed using the "B-Tums" program per SanBAG's requirement. The year 2030 was considered to detennine the impacts of proposed General Plan by comparing with existing conditions. Table 4 shows the results of intersection LOS analysis for 2030 under existing conditions and with proposed General Plan. Table 5 shows the roadway segments LOS for 2030 under existing conditions and with the proposed General Plan, The projected volumes were divided by the assumed future capacities to identify the future volume/capacity ratios, LOS, potential future capacity deficiencies and expected congestion problems. Intersection peak hour volumes and LOS calculation sheets are shown in the Appendix. The following illustrate the key observations from the analysis of projected traffic conditions for the proposed General Plan: San Bernardino General Plan Circula'tf!.lJ.frpacts and Mitigation Measures 12-22-2004 Page 26 of 41 A number of intersections are expected to perform at an unacceptable level of service and show project impacts. These are: Northpark Boulevard @ University Parkway Hunts Lane @ E Street Waterman Avenue @ 30th Street Waterman Avenue @ SR-30 EB Ramps SR-30 WE Off-ramp @ 30th Street Harrison Street @ 40th Street Waterman Avenue @ 36th Street Waterman Avenue @ 34th Street Valencia Avenue @ 40th Street Tippecanoe Avenue @ Rialto Avenue Rancho Avenue @ 5th Street/Foothill Boulevard Mountain View Avenue @ San Bernardino Road San Bernardino General Plan Circul~gffnpacts and Mitigation Measures 12-22-2004 Page27of41 Peak Existing Conditions Gen. Plan Conditions Ditt. in G.P. No. Intersection Hour Delay, V/C LOS Delay, vie vIe Impact LOS sec/veh Ratio seclveh Ratio Pepper Avenue @ AM B 15.8 0.525 B 17.5 0.574 0.049 1 Rialto Avenue PM C 20.6 0.728 0.728 Pepper Avenue @ Mill AM D 36.1 0.521 D 37.1 0.525 0.004 2 Street PM D 37.2 0.730 0.73 Meridian Avenue @ AM e 14.2 0.000 e 16.5 0.000 0 3 Rialto Avenue PM F 65.6 0.000 0 Yes 4 Northpark Boulevard @ AM C 21.4 0.165 e 28.0 0.091 -0.074 University Parkway PM C 22,7 0.225 e 26.0 0.142 -0.083 Kendall Drive @ AM C 32.3 0.658 e 30.5 0.513 -0.145 5 University Parkway 0.804 PM D 36.4 C 30.6 0.501 -0.303 E Street @ Highland AM B 16.5 0.436 B 16.6 0.428 -0.008 6 Avenue B 0.360 PM 15.9 B 16.5 0.475 0.115 AM F OF 0.000 F 744.5 0,000 0 Yes 7 Hunts Lane @ E Street PM F OF 0.000 F OF 0,000 0 Yes 8 Waterman Avenue @ AM C 28.6 0.732 0.732 3rd Street PM Waterman Avenue @ AM 0 35.4 0.682 D 36.6 0.797 0.115 9 5th Street 0 36.8 0.751 PM 0 40.2 0.811 0.06 10 E Street @ Base Line AM C 23.8 0.580 e 23.1 0.593 0,013 Street PM e 24.7 0.68 C 24.9 0.686 0.006 Arrowhead Avenue @ AM B 12.3 0.401 B 12.6 0.430 0.029 11 Base Line Street 0.529 PM B 16.0 B 16.5 0.531 0.002 12 Mt. Vernon Avenue @ AM C 20.4 0.448 B 17.6 0.325 -0,123 2nd Street PM C 32.8 0,713 C 31,2 0.682 -0.031 Mt Vernon Avenue @ AM B 16.9 0.415 B 16,6 0.355 -0.06 13 Rialto Avenue PM B 16.8 0.478 B 17.0 0.502 0.024 14 Mount Vernon Avenue AM C 24.6 0.559 C 25.4 0,486 -0.073 @ 5th Street PM C 25.0 0.663 C 24.7 0.611 -0.052 15 Waterman Avenue @ AM F 97.9 1.134 F 138.9 1.215 0.081 Yes 30th Street PM F 86.4 1,147 F 96.5 1.180 0.033 Ves 16 Kendall Drive @ Palm AM C 20.1 0.177 B 177.0 0.071 -0.106 Avenue PM B 17.7 0,072 0.072 17 Belmont Avenue @ AM A 8.9 0.301 A 8.1 0,178 -0.123 Palm Avenue PM A 7.9 0.147 0.147 18 Sierra Way @ 30th AM B 11.4 0.468 B 13.9 0.530 0.062 Street PM B 16.3 0.703 B 17.6 0.764 0.061 19 Del Rosa Avenue @ AM C 29.4 0.792 0 36.2 0.869 0.077 Base line Street PM C 29.6 0.805 e 33.0 0.823 0.018 Table 5 INTERSECTION LEVEL OF SERVICE SUMMARY FUTURE (2030) CONDITIONS San Bernardino General Plan Circulap?j{mpacts and Mitigation Measures 12-22-2004 ' Page 28 of 41 Waterman Avenue @ AM F 86.8 1,113 E 60,9 1.053 -0.060 Yes 20 SR-30 EB Ramps PM F 119.5 1.290 F 127.9 1.288 -0.002 Yes Leroy Street/SR-30 WB AM B 12.4 0.632 B 10.2 0.52 -0.112 21 On-ramp @ 30th Street PM B 16.9 0.518 B 17.5 0.594 0.076 SR-30 WB Off-ramp @ AM F 350.4 0.000 F 465.7 0 0.000 Yes 22 30th Street PM F OF 0.000 F OF 0 0.000 Yes Del Rosa Avenue @ AM B 18.2 0.618 B 16.6 0.558 -0.060 23 Lynwood Drive PM B 14.8 0.656 B 12.7 0,612 -0.044 Harrison Street @ 40th AM C 23.0 0.000 D 26.6 0 0.000 24 Street PM F 769.4 0.000 F OF 0 0.000 Yes Sterling Avenue @ AM C 31.0 0.436 C 28.8 0,58 0.144 25 Highland Avenue PM D 35.2 0.619 C 31.8 0.606 -0.013 26 Waterman Avenue @ AM A 4.4 0.601 A 4.6 0.626 0.025 Marshall Boulevard PM A 3.8 0.567 A 5.0 0.633 0.066 Waterman Avenue @ AM D 33.1 0.000 F 54.8 0 0.000 Yes 27 36th Street PM E 35.3 0.000 F 87.5 0 0.000 Yes Sterling Avenue @ AM B 13.6 0.499 B 11.2 0.366 -0.133 28 Lynwood Drive PM D 34.3 0.986 C 20.0 0.775 -0.211 29 Sterling Avenue @ AM A 8.0 0.229 A 8.1 0.245 0.016 Foothill Drive PM A 9.6 0.377 B 10.2 0.419 0.042 30 Del Rosa Avenue @ AM C 19.1 0.000 B 14.8 0 0.000 Foothill Drive PM F 279.9 0.000 C 17.5 0 0.000 31 30th Street @ Lynwood AM A 9.7 0 0.000 Drive PM A 1.4 0,000 B 11.5 0 0.000 Waterman Avenue @ AM C 27.7 0,782 C 28.5 0.82 0.038 32 40th Street D 36.9 0.917 PM D 42.9 0.982 0.065 33 Waterman Avenue @ AM C 22.5 0.000 D 26.7 0 0.000 34th Street PM F 61,1 0.000 F 110.6 0 0.000 Yes 34 Waterman Avenue @ AM A 2.7 0.525 A 3.7 0.553 0.028 Parkdale Avenue PM A 7.3 0.624 A 5.3 0,651 0.027 35 Valencia Avenue @ AM A 1.0 0,137 0.137 30th Street PM A 3.9 0.215 B 12.7 0,304 0.089 36 Valencia Avenue @ AM B 12.7 0.571 C 15.0 0.667 0.096 40th Street PM E 40.3 0.956 F 72.4 1.129 0.173 Yes 37 Del Rosa Avenue @ AM C 28.5 0.681 C 26.5 0.695 0,014 SR-30 EB Ramps PM C 32.2 0.837 C 28.5 0.748 -0.089 38 Del Rosa Avenue @ AM 8 18.9 0.740 SR-30 WB Ramps PM E 57.0 1.088 39 Sierra Way @ 40th AM C 26.0 0.626 Street PM C 34.6 0.920 40 Waterman Avenue @ AM C 30.7 0.637 Hospitality Lane PM C 33.4 0.762 41 Hospitality Lane @ AM C 28.9 0.565 Carnegie Drive PM C 30.7 0.649 San Bernardino General Plan Circul'fi9jfmpacts and Mitigation Measures 12-22-2004 Page 29 of 41 42 Tippecanoe Avenue @ AM F 91.7 0.000 Yes Rialto Avenue PM F 242.1 0.000 Yes Tippecanoe Avenue @ AM A 6.7 0.516 43 Harry Sheppard Boulevard PM B 11.6 0.683 44 Tippecanoe Avenue @ AM C 30.8 0.573 3rd Street PM D 49.0 0.882 45 Tippecanoe Avenue @ AM C 24.0 0.629 Mill Street PM B 19.5 0.747 46 Rancho Avenue @ 5th AM F OF 0.000 Yes StreeUFoothil1 Blvd PM F OF 0.000 Yes 47 Mt Vernon Avenue @ AM C 34,7 0.673 Mill Street PM D 35.1 0.799 48 Mountain View Avenue AM F 107.1 1.372 Yes @ San Bernardino Rd PM F 308.8 2.440 Yes 49 Mt Vernon Avenue @ AM C 22.0 0.488 Highland Avenue PM C 31.7 0.598 50 State Street @ AM B 15.2 0.539 Highland Avenue PM B 16.3 0.510 51 Tippecanoe Avenue @ AM B 17.9 0.432 Hospitality Lane PM C 24.5 0.505 52 Tippecanoe Avenue @ AM D 37.6 0.698 San Bernardino Road PM D 48.1 0.863 53 Lena Road @ Mill AM C 22.2 0,377 Street PM C 22.6 0,502 54 Waterman Avenue @ AM C 27.7 0.885 Barton Road PM C 31.7 0.972 55 Boulder Avenue @ AM C 25.0 0.320 Highland Avenue PM C 29.3 0.658 56 Waterman Avenue @ AM 0 35.1 0.648 Orange Show Road PM D 40.1 0.832 57 Del Rosa Avenue @ AM D 39.5 0.679 3rd Street PM D 47.4 0.839 58 Waterman Avenue @ AM B 10.3 0.391 Vanderbilt Way PM B 13.7 0.641 59 Waterman Avenue @ AM D 37.3 0.628 Highland Avenue PM D 40.0 0.707 60 E Street @ Orange AM C 33.4 0.660 Show Road PM D 49.7 0.945 61 E Street @ 2nd Street AM C 29.5 0.654 PM D 40.3 0.816 62 State Street @ Base AM B 19.3 0.516 Line Street PM B 19.2 0.560 63 Kendall Drive @ 40th AM B 12.8 0.285 Street PM B 18.2 0.542 San Bernardino General Plan Circulf/;?ffmpacts and Mitigation Measures 12-22-2004 - Page 30 of 41 64 Mt Vernon Avenue @ AM C 22.0 0.527 Base Line Street PM C 22.8 0.531 Waterman Avenue @ AM D 38.6 0.533 65 Mill Street 0.889 PM D 47.2 66 E Street @ 30th Street AM B 15.3 0.449 PM B 14.8 0.754 Ohio Avenue @ Palm AM A 9.3 0.000 67 Avenue PM A 9.3 0.000 68 Victoria Avenue @ AM C 26.0 0.382 Highland Avenue PM C 31.6 0,610 69 Palm Avenue @ AM D 39.7 0.725 Highland Avenue PM D 42,0 0.665 70 SR-30 EB Ramps @ AM C 20,3 0.600 Highland Avenue PM C 20.8 0.625 71 SR-30 WB ramps @ AM B 13.5 0.317 Highland Avenue PM B 14.5 0.562 72 Arden Avenue @ AM C 34.9 0.707 Highland Avenue PM D 46.1 0.892 73 Arden Avenue @ SR- AM A 0.0 0,000 30 WB Ramps PM A 0.0 0.000 74 Arden Avenue @ SR- AM B 15.7 0,417 30 EB Ramps PM B 18.2 0.583 75 I Street @ 2nd Street AM A 5.1 0.238 PM San Bernardino General Plan Circulc'/!?jJmpacts and Mitigation Measures 12-22-2004 Page 31 of 41 en L1J :!: ::J ..I o > z <( ..J Q. ..I <( 0::: L1J Z L1J o C L1J en o Q. o 0::: 1.0 D- C CD Z ..0 <( CO 0 I- z i= en X L1J :I: I- ~ en o ..I ~ 3:: c <( o 0::: L1J 0::: ;::I I- ;::I LL c C"-. 0'0 :;:;~ (lJ.- a.. .Ql ~ C):t::Q) Cl :2: 0:: W (f) 2 9 a.. o () g: 3> :c 1:: 3: (f) z o E o z o u wags ~ c:i l5 I- Z....J ::> L.L. .....- :::l> 9- '01- =0 ~<:( >- ..... 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C;; U) (f) C;; :> :> S?:( ~?:( co 0) 0 ..- ~ (") "<t LO <0 ~ ~" Ol 0 C') C') "<t '<t "'" '<t '<t "'" "'" LO ~ ...... "<t l+-l o "<t M ~ ~ f53 l.. ~ ~ ~ :::: Cl '- ...... ~ '-t:: ~ ~ :::: ':j .t; ';...) lj ~ ~ :::: Cl ...... ..... ~ ~ ~ d l::: ..s R., -... ~ ClJ ~ t:.:J Cl l::: ~"'t ':j~ f:~ ~~ i:qf"l l:::~ ~~ Similarly, the following roadway segments are also projected to show unacceptable LOS: Base Line Street between Palm Avenue and V alencia Avenue E Street between 9th Street and Kendall Drive Sierra Way between 1-10 Freeway and Foothill Boulevard Sierra Way between Waterman Avenue and 40th Street Recommended System Improvements Mitigation and improvement measures are required for intersections and roadway segments that show unacceptable LOS. Typically, improvements at intersections result in improvement in traffic conditions on its approaches and thereby mitigate impacts on roadway segments. Therefore, it is recommended that the following intersection improvements be implemented along with recommended network changes shown in Table 3: San Bernardino General Plan Mitigation Measures at Intersections 1. Signalize the intersection of Meridian Avenue @ Rialto Avenue. The intersection will operate at LOS F during the PM peak hour under 2030 conditions. With signalization with permitted phasing the intersection will operate at LOS A during both peak hours. 2. Signalize the intersection of Hunts Lane @ E Street The intersection will operate at LOS F during both AM and PM peak hours under 2030 conditions. With signalization and protected phasing, and the addition of 1 NB left turn lane the intersection will operate at LOS B and C during the AM and PM peak hours, respectively. 3. Add an additional westbound right-turn lane at the intersection of Waterman Avenue @ 30th Street The intersection will operate at LOS F during both AM and PM peak hours under 2030 conditions. With 1 additional WB right turn lane the intersection will operate at LOS D and C during the AM and PM peak hours, respectively. 4. Add an additional northbound right-turn lane at the intersection of Waterman Avenue @ SR-30 EB Ramps The intersection will operate at LOS E and F during the AM and PM peak hours, respectively under 2030 conditions. With 1 additional NB right turn lane and 1 San Bernardino General Plan Circulaj!!j'jfmpacts and Mitigation Measures 12-22-2004 Page 35 of 41 additional EB left turn lane the intersection will operate at LOS D during both peak hours. 5. Signalize the intersection of SR-30 WB Off Ramp @ 30th Street The intersection will operate at LOS F during both AM and PM peak hours under 2030 conditions. With signalization and protected phasing, the intersection will operate at LOS C during both peak hours. 6. Signalize the intersection of Harrison Street @ 40th Street The intersection will operate at LOS D and F during AM and PM peak hours, respectively under 2030 conditions. With signalization and permitted phasing the intersection will operate at LOS A and C during the AM and PM peak hours, respectively. 7. Signalize the intersection of Waterman Avenue @ 36th Street The intersection will operate at LOS F during both AM and PM peak hours under 2030 conditions. With signalization and permitted phasing the intersection will operate at LOS A and B during the AM and PM peak hours, respectively. 8. Signalize the intersection of Waterman Avenue @ 34th Street The intersection will operate at LOS D and F during AM and PM peak hours, respectively, under 2030 conditions. With signalization and permitted phasing the intersection will operate at LOS A during both peak hours. 9. Signalize the intersection of Valencia Avenue @ 40th Street The intersection will operate at LOS F during the PM peak hour under 2030 conditions. With signalization and permitted phasing the intersection will operate at LOS A during both peak periods. 10. Add an additional westbound right-turn lane at the intersection of Del Rosa Avenue @ SR-30 WB Ramps The intersection will operate at LOS E during the PM peak hour under 2030 conditions. With 1 additional WB right turn lane the intersection will operate at LOS Band C during AM and PM peak hours, respectively. 11. Signalize the intersection of Tippecanoe Avenue @ Rialto Avenue San Bernardino General Plan CircuZcyl9jrjmpacts and Mitigation Measures 12-22-2004 Page 36 of 41 The intersection will operate at LOS F during both AM and PM peak hours under 2030 conditions. With signalization and permitted phasing the intersection will operate at LOS A and B during AM and PM peak hours, respectively. 12. Signalize and add 1 northbound exclusive left-turn lane and 1 exclusive northbound right-turn lane at the intersection of Rancho Avenue @ 5th Street/Foothill Road The intersection will operate at LOS F during both peak hours under 2030 conditions. With signalization with EIW protective phasing and N/S split phasing, 1 NB exclusive left turn lane and 1 NB exclusive right turn lane the intersection will operate at C and D during AM and PM peak hours, respectively. 13. Signalize and ad one additional through lane in each direction at the intersection of Mount View Avenue @ San Bernardino Road The intersection will operate at LOS F during both peak periods under 2030 conditions. With signalization, protective phasing and I exclusive left, thru and right turn lane in each direction, and EB right turn overlap phasing the intersection will operate at LOS C and D during AM and PM peak hours, respectively. The intersection LOS with above mitigation measures are shown in Table 6. Intersection peak hour volumes, geometries/traffic controls (with mitigation) and LOS calculation sheets are shown in the Appendix. San Bernardino General Plan Circulap24f!mpacts and Mitigation Measures 12-22-2004 Page 37 of 41 No. Intersection Peak LOS Delay, V/C I LOS Hour seclveh Ratio Acceptable? 1 Meridian Avenue @ Rialto Avenue AM A 2.5 0.440 Yes PM A 2.5 0.595 Yes 2 Hunts Lane @ E Street AM B 10.2 0.323 Yes PM C 21.6 0.765 Yes 3 Waterman Avenue @ 30th Street AM D 46.5 0.912 Yes PM C 32.1 0.889 Yes 4 Waterman Avenue @ SR-30 EB AM D 41.5 0.944 Yes Ramps PM D 38.0 0.897 Yes 5 SR-30 WB Off-ramp @ 30th Street AM C 26.1 0.836 Yes PM C 30;8 0.875 Yes 6 Harrison Street @ 40th Street AM A 4.2 0.314 Yes PM C 20.8 0.632 Yes 7 Waterman Avenue @ 36th Street AM A 3.4 0.661 Yes PM B 11.9 0.782 Yes 8 Waterman Avenue @ 34th Street AM A 2.8 0.540 Yes PM A 3.4 0.603 Yes 9 Valencia Avenue @ 40th Street AM A 2.9 0.289 Yes PM A 4.2 0.449 Yes 10 Del Rosa Avenue @ SR-30 WB AM B 18.9 0.740 Yes Ramps PM C 28.1 0.889 Yes 11 Tippecanoe Avenue @ Rialto AM A 5.2 0.363 Yes Avenue PM B 12.0 0.410 Yes 12 Rancho Avenue @ 5th StreeUFoothill AM C 30.3 0,803 Yes Boulevard PM D 41.2 0.975 Yes 13 Mountain View Avenue @ San AM C 34.3 0.697 Yes Bernardino Road PM D 48.6 0.969 Yes Table 6 INTERSECTION LEVEL OF SERVICE SUMMARY FUTURE (2030) CONDITIONS WITH MITIGATION San Bernardino General Plan Circulapglfimpacts and Mitigation Measures 12-22-2004 Page 38 of41 Am>endix To CIRCULATION IMPACT & MITIGATION MEASURES F-42 . . . 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I!: o c: ~ z ~ \111"-.". ~ 2003 AM PEAK HOUR COUNTS I SAN BERNARDINO GENERAL PLAN F-51 trans tech 60 ~ ^ " .....--::;::J..l ~ ~ 37 57 co L15 -1/1 Ol <0 N --- 32 ..J + L . 52 56 .J ~ t I 13...... onlflN 45. ::::~1"1 BERNAROINO LUGONIA AV. 21 ~ '" en L 28 N "Ot ~ -- 170 ..J + L r 102 278 J ~ t I 459 -- I') '" <0 115"1 gs~<o 59 o 1')..,. lOr-- ..J~ It 48 -.1 ~ :g '<t 42 "l 56 '<t L17 It) gj Pi -- 1 ..J ~ L r 261 0.1 ~ t I 1-- l'ir--o> 3 t ~;! 55 L23 ~ ~;r: -- 631 ..J t L r 370 39 .1 I t I 103..... enll)N 221 ... N~ 58 AV. 1')- La ~gN -0 ..J ~ L.I~ 0 81.1 I t I 0- ".,eno 133. ~l;1 37 lfl L29 "'NN --345 ..J ~ L- r 74 3.1 It r- 87-- ".,-"., 1 25. en I'- "I ~ : F~:~e I general PlaulJTlldate~ ZOQ4 . INTERSECTION VOLUMES . 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Q\ ",,01:: L 105 ';'~N .....159 ..J \ L.. 144 107 J ., t r 229 -- '" en ... 154"1 <og:~ ,., U\ ... L159 '" ~:!:; __ 434- ..J 1 L.. r 290 3J I t I 453-- ~LoIU 5"1 wt:ngl I~ ::u z )> ;;u o z o G) m Z m ~ r '1J r )> Z N o o (.oJ '1J ::;:: '1J m ):> ^ I o C ::u () o c Z -I if) N:!! I co at: ro ~ ....-- !Ill %= o VAlENCIA AV. VICTORIA AV. 1:') 0> Ls N/;:jO --1 __H L.ro 82 .J 1 t 1 0-- ~.,.o 27"l 0> OJ '" (,0 VAlENCIA AV. ST. HARRISON !:( % ~ '" '" '" ::: DEL ROSA OR. ~ ':: z :E 8 o <:> '" .,.VI .f>..f>. ..JTit 56.J --J N 01 6"l -.,j '" N ... ~ ~ '" o a '" '" r m ." -I to ~ Z ^ '" o :: f.,.I L33 ~U1o --367 .J t L. r 32 178.J 1 t I 539-- --N 192 t ~~N UI ~~f.,.I L22 ... "'~.f>. --134 ...J + L- 39 123 .J 1 t I 227--- .f>.-c;n 70 t u ~.... (; --132 ,89 165--1 I 58"l ~ :g o~ ...J'it 0-.1 :it::, \.110 496 "l ~ -.,j~CIl L38 o 01 CIl -- 94 -1+ L-r7 150.Jltl 204 ..... .j>. N N 101"l <o~ '" N <oN CIl'g ...J + t 200.J ~N 77t Ol~ ;:; -..I .f>. 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':'010> (.00 L106 0 . {,.I"" (}l([) I . ....0l0 --0 ~ '" PEPPER ~v. ..)~L. r67 - \ 1/ 1..1 !;; WERIO,,*, v. Iti lAERtOWl AV. 0..... --1:>(0 (Ill\) 1'1 Ol r:: ~ i= '" ., "" .... ~ ~ ZZ 0 CO t s::"U RANCHO AV. I:Ds:: ;b IWICHO AV. f m L343 ;0 N"-JO'> g (f) .:..:.0 -I>U1';" --432 ..J+L. r174 [l! '" 456.J itr t Co 578-- ...."'.... ~ "'.... L131 ':'NU1 U1.;..0 127'1 O1Ol-I> '" :U1",CD -- 700 ~ .JH_ r42 c; I 61..1 i+r L154 '" ~ '" 785- -.JVlU1 IJ> AV. '" 71'1 0>-1>(0 .:..... VERNON -.I U1o.... l.lOUNT -I> CD.... -332 4 ~~ .J+L. r40 '" 152..1 i r ... It, ..,.,. ~ m 443- ttllOVl II " 0....0l 138'1 '" ~ t: !!l ~ 1ST . ~ """ ~ OJ .... AUTO A 'II!> ,.., s;: -~i:31~201 ... "'- ~ Z ~, ~ ~ ~'" (}l -884 { ~ ~ ^ .J+'--r111 '\ E ST. ;; E ST E ST. .... 105.J r; L265 '" Itr "'...'" O\OCXl 907- Nu.... I ~ ~ 0':' a> -1027 0.:.0 ,., .J+L. r265 98t OlO.... !!l 0 ~ !- ~lN ~ " ~ Q 372 .J itr :< 0 " " ~ '"' 676 - (J>U1.... ;0 1 054 '1 NmOl ~ p UlU10l '" .... li ."ATERUAN AV. .... .... .... WATERw.N AV. 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"'^. .JtL... r46 ]( IT ~ '-'" 17-1 ~tr 680_ lI1l')CO 522. t-N<.c n NT.S \.. ./ 2003 PM PEAK HOUR COUNTS SAN BERNARDINO GENERAL PLAN F - 0 IransI ech Figure 2-H J n. o Z. J:> ?J o :z. o G) rn z rn ~ -0 r- ~ N o IJ,) o -0 S. -0 {T\ ~ :r. g ;0 o o c ~ U> ~~'!\ \ ' ~ "'1::;10 _ '" <l> cr>-l> L20 ",CON ........ 0 ...J p.... [ 6 2J"""l\\ ,__ OVl~ O. 0 0' Cll ~ L 29 ~cot.D .......'6 ...J ~ l".. 22 '6J"""l~\ 7..... U'Vl~ 4. 0>- z/ ~ !J> F-62 <1> N 'CSt}\ L6 "" -i t}\ U1 -- 2 ..J~l.-[O 47 J ...... \ \ ,-.- rv---" :3"l -..1:1::; - ~~ ~ := z t.n (1) OJ ~ m :::a z )> :::a o z o (i) m z m ::u )> r -0 r )> Z ~:!! I (Q (DC @ I" o w o -u s: -u m ~ I o C AI () o c Z -I U> '" '" '" co . '" Cl:l i'.) ~ L94 g;g;~ --34- ...J,La.rO 202 J ~ t i 34 -- V1 N ~ 4+ ...., --J (,..l L 60 c;N-l" --1537 ..J , 1.... r 50 122 J ~ i i 2047 -- ~ (J1 C>< 57 + \.O+>'-" ~ 0) v. L 122 ()1NN UlO-..l --1310 ...J ~ La. r 282 273 J ~ t i 1629 -.. ~...., ~ 61+ ())~R3 ~~ (' SIERRA ~ '" a > r ,., .... 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'" :a ~ :r '" ~ -..j '" '" 0> <:I 1" W:!! ~/ 1(0 roc: F-72 @ ~ ~_ L434 ':::l ~ 6; 2:: .- 342 .J , L r 33 540 J 'I t r 101-- Olt-J~ 161 ~1O 4> '" L67 ()1CoN OUim --1191 -1 t L.. t 180 18 J 'I t r 1 32.... U ..... N 341 ~~~ N Ul La 000 -- 546 -1 t L.. t 336 oJ'I t i 319 -- <00(.01 2. 0 !! '" " ~ L31 N 0 Ls - -- -'-I - 5:5:<0 IOU ~~m ......0 -... --1125 ..J t l-. r 4-0 ..H It ...J t L- r 36 ~ m ,;0 16 -.J I t I 57 -.J NC,..< 15 J"'I t r z 4-- N(JIO 2+ (..I(JI 244 -- "'(JIN ):> 3'1 '-I(JI 139+ ()l....~ ::0 0 Z (;< ... 0 (..I(JI- L58 G:l _UIO -- 266 m ..J t L.. r 80 Z 51.J 1 t r m ~ 20-- ....N... 3'1 CD-I><.D -I> r -0 '" C; r ):> VALENCIA AV. VALENCIA AV. N Z --351 ... 0 r213 .... :r: ::'1 83 --I r ST. 7'1 (Jl- HARRISO~ tOo " 0 0 0 ~ '" ~ ~ 0 0 W 0 - 0 0 0\0 l' '-I > u -H s: <to O.J ~l :i! lJ - DEL ROSA DR. ~ m ~ 5'1 .....0 )> C; 00 ^ :c ~ 0 Lo c u~ ::0 (;< STERLING AV. oeoO ......0 ... ()l '" ...J t L.. r 0 () 0 1.Jltl c 0-- (Xl... a Z 4'1 atD oj \0 <11 IV ~ -1>\0 ::E -.18 8 ..Jt1t 0 0 l' 28.J N (,.oJ VICTORIA AIJ. (..I-,J 161 m ;:; -I> (..I Lo U (..I NaO ......586 ...J t L.. r 637 o-.1ltr 371-- 000 171 '1 to L86s ~ r m 000 -- 1086 "Tl ...J t L.. r 0 -I z OJ 408 -.11 t I W::!! :.; ~r: s;: 393-- ....0- t (C ~ 0'1 (Xl ..., ()l:: F-73 Z CD ^ I~ :;;u z )> ;a o z o G) m z m ~ )> r '"U r )> Z N o v.> o )> 3:': I) m )> ^ :c o c :::0 () o c z ~ (f) (..o.):n t co OC @ ~ .. ~ ~~ ~ La '" oeo -- 0 ..J . L... r a 1080 -.J "I , i 0...... O(]lO 24 "l ~ '-.I (..01 10 <D "'" 0 co -- 4.87 -l t L- r 698 216~ 3891- ~ STATE ST. CALIfORNIA ST. ~ a; ~ '" EST. ;,::: ~ Ul I it: SIERRA W"f. "" '" CD ~ '" \Q ::: ..... '" WATERMAN All. '" .... ..... ..... ... 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MERIOIiV'l AV, 0-- ONCD Ot u (Xl <: 0 F 0 ... :J:: '" " := '" ~ ~ L12 ~ Ut.nN -- 1207 h J t. ..JiL- rS13 RANCHO AV. W RANCHO AV. 29 J "I t I. <0 742-- N-- L333. (1)N~ Ol ClJ Ul % \ 477. UlNUl lD",O -- 463 Ul(,JN ~ ..JtL... .73 '" u & 01 263 J it, l; -(]I.... Ll10 374-- - O'>o:l Ul_ ~ --41 I OOUl-J NmN 147. OlD '" ..J,L... Ir43 ~ t1, II 55J itr 394-- oo-l>.- ~ LIS ~ '" '" -N AV. '" '" 17. -~~ VERNOIi lD-.JVI MOUNT \ <0<.010 -- 630 L .~ ..J,L.- 1.12 '" 74J i< .... itr ,/ " K ~T. r OlE '" m 235-- -..JN~ ~ '" "",0)- Q " 46'1 lD '" '" ~ 4 '" '" I ST. ~ CD ,G>- r .... ... \I!l> '" )> ... AUTO " Z L214 ~~ Q -UlN i:1 ~ ^ NOOIO ~...JO ---718 ( 2f? ~ ~H-_ .144 1~~ "\.;; EST. ;; E ST~ E ST. .... '" 99-' iti N~~ L258 612-- ~~- 0 " ~ O~-J -- 675 "",CDUI ~ F CDVl_ 191"1 '...JOtn ..JfL... r148 " 0 '" ... ~ '" '" ~ '" 273J "It! :r '" :r ~ ~ '" ~ 769-- ~tJlN ~ ." VllDu ~ >' 727t N~O ... ~ .... .... I'IwrERw.N AV. " .... .... .. ... N 00 WATt:RMiV'l AV. o. .... '" :ll 'V- ~~ .I!i r ~ m ~ - " ... , 4 01 r )> z Z ';..j ~ . ~r. ^ !n '" '" .... '" ~ '" 00 vo .. La i;:1~CQ L62 V1Ul L341 -mN L263 '-J L17 '...Jl.11 '...JOUl -,-/N 000 --- 1068 OJ-VI --- 744 OuCO ---0 N~~ ---791 V110 0 ---16 _H L... r88 ..J,L.. r44 ..J+L- r332 ..J+L- r155 ..J,L- !r45 oj it, . 274J it! oj it, 79.J It, 3-.1 It I 1177-- -0- 900-- - tJl~ 0-- O-N 443 -- -'~~ 11-- U1NtJl ~ Ol cJF.. '17 VI-...I NO- lDO 51. N 1071- 01 Ol"", 75. <D~~ 33. ~ '-- ()1 ..) r 28 <0 ID L261 ~o~ '-411 ..J,L..rO 281 J "I t i 443-- 000 3361 ~55 3RD ST. RIALTO AV. r HARRY '-e! ~ ~ ~ ~ ~ -' MILL ST. 28 CENTAAl. IN. nRANCE SHOW oS!~r,,\E OR. . &/ _.LN. '7 21 _H"'~, PIT .....'- :' N.T.S. '" 60 ,,~~ L423 ~ ~ ~ ... 596 ..J ~ L... r 1 62 . 59 J "I t i 143~ ~~ ~ 130"1 ~ Ol ~ o 1"1 .... 59 :u o '-" l> 56 SHEPPARD BLVD. ;il 58 ;;j " '1J 8 ~ o 1"1 1'q ~ \',~t.'" ) ~ SAN 14 DR. 37 l: o c z ~ Z < ~" ~ 2030 AM PEAK lIfEmR COUNTS I SAN BERNARDINO GENERAL PLAN , J 1_ 60 ~ 57 f'. Jo ~'---" 57 NI"') L111 ~:g* ~157 ..J t L... r 109 75 J 'I t i 92..... ~~~ 17"1 ~:::N BERNARDINO LUGON1A All. 21 "' Ol r-- I"') L 23 CD l.I'l N 4- 286 ..J ~ L... r 60 343 J 'I t r 440..... CO~<D 1021 ~~N 59 l.I'l vI"') 0l0'l ..J'lt 72 j ~~ ~IJ) 59 '1 56 '<I" L7 o~~ --0 ..J ~ L.. r 35 oJ'I t r 0-- 0 ~I") o l- ;;;~ -- 55 N ~ L27 ~ ~ i}l ... 894 ..J . L.. r 382 76 j 'I t I 424--- N<XlV 38 t <O~~ S8 AV. Ol,..., Lo ....~ g: -- 0 ..J t L... r 0 5J'I t I 0--- <Xlr--o 665 t ;;; g 37 Ln ~ ~ ~ 4- 780 ..J . L... r 1 65 4-1lt, 298 ___ ~ ~ l.I'l 119'1 ~~~ 14 " ~ L 24 ~ :is ~ -- 1078 .J , L.. r 381 76 j "I t , 579 __ U1 VI") 75 '1 ~ O'l 0> ~ Figure 3-H Existing Conditions Mon Sep 27, 2004 09:53:05 Page 2-1 City of San Bernardino General Plan Existing Conditions AM Peak Impact Analysis Report Level Of Service Intersection Base Del/ LOS Veh B 14.6 · # 1 Pepper Avenue @ Rialto Avenue V/ C 0.366 \ # 2 Pepper Avenue @ Mill Street C 33.1 0.465 ~# 3 Meridian Avenue @ Rialto Avenu E 36.3 0.000 .\ # 4 Northpark Boulevard @ Fairview A 9.0 0.000 1 # 5 Northpark Boulevard @ UIliversi C 21.4 0.284 l# 6 Kendall Drive @ University Par C 32.2 0.490 .\ # 7 Northpark Boulevard @ Sierra w B 10.4 0.000 .~ # 8 E Street @ Highland Avenue B 18.6 0.765 # J# J# 9 Hunts Lane @ E Street F OVRFL 0.000 10 Waterman Avenue ~ 3rd Street D 35.3 0.841 11 Waterman Avenue @ Fifth Street E 63.0 1.081 ~ # 12 E Street @ Baseline Street B 18.0 0.407 \ # 13 Arrowhead Avenue @ Baseline St B 14.7 0.724 \# 14 Mount Vernon Avenue @ 2nd Stre B 19.8 0.454 # IS Mount Vernon Avenue @ Rialto A B 14.5 0.292 ~ # 16 K Street @ 3rd Street A 9.8 0.000 ~.# 17 Mount Vernon Avenue @ 5th Stre C 22.5 0.405 J# 18 Waterman Avenue @ 30th Street C 27.1 0.801 \. # 19 Kendall Drive @ Palm Avenue C 26.2 0.572 \ # 20 Belmont Avenue @ Palm Avenue B 10.1 0.354 \ ~ # 21 Sierra Way ~ 30th Street ~# 22 Del Rosa Avenue @ Baseline Str B 15.0 0.255 c 21.4 0.395 .J# 23 Waterman Avenue @ SR-30 EB Ram C 32.3 0.852 Future Del/ v/ LOS Veh C B 14.6 0.366 Change in + 0.000 D/V C 33.1 0.465 + 0.000 D/V E 36.3 0.000 + 0.000 D/V A 9.0 0.000 + 0.000 D/V C 21.4 0.284 + 0.000 D/V C 32.2 0.490 + 0.000 D/V B 10.4 0.000 + 0.000 D/V B 18.6 0.765 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V D 35.3 0.841 + 0.000 D/V E 63.0 1.081 + 0.000 D/V B 18.0 0.407 + 0.000 D/V B 14.7 0.724 + 0.000 D/V B 19.8 0.454 + 0.000 D/V B 14.5 0.292 + 0.000 D/V A 9.8 0.000 + 0.000 D/V C 22.5 0.405 + 0.000 D/V C 27.1 0.801 i 0.000 D/V C 26.2 0.572 + 0.000 D/V B 10.1 0.354 + 0.000 v/e B + 0.000 D/V 15.0 0.255 C + 0.000 D/V 21.4 0.395 C 32.3 0.852 + 0.000 D/V Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-80 Existing Conditions Man Sep 27, 2004 09:53:05 City of San Bernardino General Plan Existing Conditions AM Peak Intersection 4 / # ~ # 1 # 24 Leroy/SR-30 WB On Ramp @ 30th 25 SR-30 WB Off Ramp @ 30th Stree 26 Del Rosa Avenue @ Lynwood Driv 27 Harrison Street @ 40th Street Base Dell LOS Veh B 17.2 vi C 0.598 F 298.3 0.000 B 14.8 0.270 B 12.1 0.000 # 28 Sterling Avenue @ Highland Ave C 29.6 0.328 ~# 29 Waterman Avenue @ Marshall Bou A 3.2 0.507 J # 30 Waterman Avenue @ 36th Street E 37.9 0.000 J# 31 Sterling Avenue @ Lynwood Driv B 12.5 0.463 .j # 32 Sterling Avenue @ Foothill Dri A 7.8 0.156 \ # 33 Del Rosa Avenue @ Foothill Dri B 11.2 0.000 \ # 34 30th Street @ Lynwood Drive .J# J# 35 Waterman Avenue @ 40th Street 36 Waterman Avenue @ 34th Street J# J# ,)# 37 Waterman Avenue @ Parkdale Ave 38 Valencia Avenue @ 30th Street 39 Valencia Avenue @ 40th Street ~ # 40 Del Rosa Avenue @ SR-30 BE Ram ~# 41 Del Rosa Avenue @ SR-30 WB Ram ~# 42 Sierra Way @ 40th Street ...1# ~# J# 43 Waterman Avenue @ Hospitality 44 Hospitality Lane @ Carnegie Dr 45 Tippecanoe Avenue @ Rialto Ave .J# J# J# 46 Tippecanoe Ave @ Harry Shepard 47 Tippecanoe Avenue @ 3rd Street 48 Tippecanoe Ave @ Mill Street Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA + 0.000 D/v B 11.3 0.000 C 26.1 0.637 D 26.2 0.000 B 10.4 0.592 B 14.7 0.233 A 9.9 0.305 c 24.4 0.579 c 22.8 0.795 B 19.0 0.270 C 30.5 0.715 C 27.0 0.536 D 25.6 0.000 c 22.7 0.482 c 26.5 0.464 B 13.4 0.454 F-81 Future Dell vi LOS Veh C B 17.2 0.598 F 29B.3 0.000 B 14.8 0.270 B 12.1 0.000 C 29.6 0.328 + 0.000 D/V + 0.000 D/V Page 2-2 Change in + 0.000 D/V + 0.000 D/v + 0.000 D/V A 3.2 0.507 + 0.000 D/V E 37.9 0.000 + 0.000 D/V B 12.5 0.463 + 0.000 vie A 7.8 0.156 + 0.000 v/c B 11.2 0.000 + 0.000 D/v c 26.1 0.637 B 11.3 0.000 + 0.000 D/V + 0.000 D/v o 26.2 0.000 B 10.4 0.592 B 14.7 0.233 A 9.9 0.305 c 24.4 0.579 e 22.8 0.795 B 19.0 0.270 e 30.5 0.715 c 27.0 0.536 D 25.6 0.000 c 22.7 0.482 c 26.5 0.464 B 13.4 0.454 + 0.000 D/V + 0.000 D/V + 0.000 D/v + 0.000 vie + 0.000 D/V + 0.000 D/V + 0.000 D/v + 0.000 D/v + 0.000 D/V + 0.000 D/V + 0.000 D/v + 0.000 D/V Existing Conditions Mon Sep 27, 2004 09:53:05 City of San Bernardino General Plan Existing Conditions AM Peak Intersection Base Dell v/ LOS Veh C J# 49 Rancho Avenue @ 5th St/Foo~hil F 119.6 0.000 # 50 Mount Vernon Avenue @ Mill Str C 30.4 0.520 V # 51 Mountuin View Ave @ San Bernar B 12.9 0.535 1# 52 Mount Vernon Avenue @ Highland C 27.8 0.617 vI# 53 State Street @ Highland Avenue A 8.7 0.499 v# J# ~# \ # j# 54 Tippecanoe Ave @ Hospitality L 55 Tippecanoe Ave @ San Bernardin 56 Pepper Avenue @ Valley Bouleva 57 Lena Road @ Mill Street 58 Waterman Avenue @ Barton Road \ # 59 Boulder Avenue @ Highland Aven J # 60 Waterman Avenue @ Orange Show \ # J# \ # .J# \ # \..# \# ~ # 4# J# 61 Del Rosa Avenue @ Third Street 62 Waterman Avenue @ Vanderbilt W 63 Del Rosa Avenue @ Date Street 64 Waterman Avenue @ Highland Ave 65 E Street @ Orange Show Road 66 E Street @ 2nd Street 67 State Street @ Baselille Stz:eet 68 Kendall Drive @ 40th Street 69 Mount Vernon Avenue @ Baseline 70 Waterman Avenue @ Mill Street \ .~ # 71 E Street @ 30th Street ~ # 72 Ohio Avenue @ Palm Avenue B 12.2 0.258 Future Del/ v/ LOS Veh C Page 2-3 Change ~n F 119.6 0.000 + 0.000 D/V C 30.4 0.520 + 0.000 D/V B 12.9 0.535 + 0.000 v/e C 27.8 0.617 + 0.000 D/v B 12.2 0.258 A 8.7 0.499 + 0.000 D/V + 0.000 D/V C 33.1 0.421 + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 DjV + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V c 29.8 0.354 B 14.8 0.476 + 0.000 D/V + 0.000 D/V A 9.9 0.000 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA C 33.1 0.421 c 31.2 0.746 B 18.1 0.178 C 25.7 0.663 c 33.8 0.245 C 28.0 0.425 c 27.5 0.398 B 19.6 0.358 B 20.0 0.380 D 36.9 0.482 c 27.2 0.423 C 24.3 0.505 B 15.4 0.480 c 21.7 0.169 C 20.1 0.458 c 29.8 0.354 B 14.8 0.476 A 9.9 0.000 F-82 C 31.2 0.746 B 18.1 0.178 c 25.7 0.663 c 33.8 0.245 C 28.0 0.425 C 27.5 0.398 B 19.6 0.358 B 20.0 0.380 D 36.9 0.482 c 27.2 0.423 C 24.3 0.505 B 15.4 0.480 C 21.7 0.169 c 20.1 0.458 Existing Conditions Mon Sep 27, 2004 09:53:05 Page 2-4 --~--~---~~~------------~---------------------------------~----~-~-~------------ City of San Bernardino General Plan Existing Conditions AM Peak -------------------------------------------~---------~----~---~----------------- Intersection Base Future change Delj vj Del/ V/ in J# LOS Veh C LOS Veh C 73 Victoria Avenue @ Highland Ave D 36.1 0.602 D 36.1 0.602 + 0.000 D/V .f # 74 Palm Avenue @ Highland Avenue D 35.8 0.288 D 35.8 0.288 + 0.000 D/V ,( # 75 SR-30 EB Ramps @ Highland Aven B 17.3 0.390 B 17.3 0.390 + 0.000 D/V 1 # 76 SR-30 WB Ramps @ Highland Aven B 15.7 0.385 B 15.7 0.385 + 0.000 Djv 1 # 77 Arden Avenue @ Highland Avenue D 39.1 0.687 D 39.1 0.687 + 0.000 D/V \ # 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 A 0.0 0.000 + 0.000 D/V ~ # 79 Arden Avenue @ SR-30 EB Ramps B 16.5 0.339 B 16.5 0.339 + 0.000 D/V \. # 80 I Street @ 2nd Street B 14 .1 0.189 B 14 .1 0.189 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-83 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 3-1 ~----------------------------------------------~----~-~-~----~------------------ City of San Bernardino General Plan Existing Conditions AM Peak -----------------------------~-~--------------------------------~----~~--------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Pepper Avenue @ Rialto Avenue *****************************;************.***k********************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.366 Loss Time (sec): 4 (Y+R ~ 4 see) Average Delay (sec/veh): 14.6 Optimal Cycle: 24 Level Of Service: B **********************************************.********************************** Street Name: Pepper Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights; Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM peak w/pce Base Vol: 74 556 135 93 692 30 51 240 57 204 177 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese; 74 556 135 93 692 30 51 240 57 204 177 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 78 585 142 98 728 32 54 253 60 215 186 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 585 142 98 728 32 54 253 60 215 186 72 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 78 585 142 98 728 32 54 253 60 215 186 72 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.92 0.08 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1800 2897 703 1800 3450 150 1800 1800 1800 1800 1800 1800 ------------1---------------1 1---------------1 1---------------1 I-------------~-] Capacity Analysis Module: Vol/Sat: 0.04 0.20 0.20 0.05 0.21 0.21 0.03 0.14 0.03 0.12 0.10 0.04 Crit Moves: Green/CYCle: VOlume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: *,* * * **** 0.58 0.08 9.4 1. 00 9.4 1 0.58 0.35 11.3 1.00 11.3 6 0.58 0.35 11.3 1. 00 11.3 6 0.58 0.09 9.5 1. 00 9.5 1 0.58 0.37 11.5 1. 00 11.5 6 0.58 0.37 11.5 1. 00 11.5 6 0.38 0.08 19.6 1. 00 19.G 1 0.38 0.37 22.4 1. 00 22.4 6 0.38 0.09 19.7 1. 00 19.7 1 0.38 0.31 21.8 1. 00 21.8 5 0.38 0.27 21.4 1.00 21.4 4 0.38 0.10 19.9 1. 00 19.9 1 ********************~********************************************************;** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-84 Existing conditions Thu Sep 23, 2004 16:06:29 Page 4-1 -----~-------------------------------------~------------------------------------ City of San Bernardino General Plan Existing Conditions AM Peak --------------------------------~~--------------------------~-~~----~----------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) *****~************************************************************************** Intersection #2 Pepper Avenue @ Mill Street ***********************************~********************~*********************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.465 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 33.1 Optimal Cycle: 48 Level Of Service: C **************************************************~***************************** Street Name: Pepper Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 101 465 67 92 606 222 188 382 141 87 300 69 Growth Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 101 465 67 92 606 222 188 382 141 87 300 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 106 489 71 97 638 234 198 402 148 92 316 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 489 71 97 638 234 198 402 148 92 316 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 106 489 71 97 638 234 198 402 148 92 316 73 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 ------------I---~-----------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module; Vol/Sat: 0.06 0.14 0.04 0.05 0.18 0.13 0.11 0.11 0.08 0.05 0.09 0.04 Crit Moves: **** Green/Cycle: 0.13 VOlume/Cap: 0.46 Delay/Veh: 50.1 User DelAdj: 1.00 AdjDel/Veh: 50.1 HCM2kAvg: 4 **** **** **** 0.42 0.32 23.1 1. 00 23.1 6 0.42 0.09 20.7 1. 00 20.7 2 0.08 0.65 62.6 1. 00 62.6 5 0.38 0.46 28.2 1. 00 28.2 9 0.38 0.34 26.7 1. 00 26.7 6 0.24 0.46 40.1 1. 00 40.1 7 0.34 0.33 29.4 1. 00 29.4 5 0.34 0.24 28.5 1. 00 28.5 4 0.08 0.61 60.3 1. 00 60.3 4 0.19 0.46 43.8 1. 00 43.8 6 0.19 0.21 41.5 1. 00 41.5 2 *************~*******************k***************************************k****** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRk~STECH, WALNUT, CA F-85 Existing Conditions Thu Sep 23, 2004 16:06:29 page 5-1 -~-------------~-------------------------~~~-~~----~---------------------------- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Unsignalized Method (Base Volume Alternative) ********************************************~*********************************** Intersection #3 Meridian Avenue @ Rialto Avenue *********~*****************************************************~*j************** Average Delay (sec/vehl: 6.2 Worst Case Level Of Service: E[ 36.3] **********************************~********************************************* Street Name: Meridian Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 I! 0 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------11------------- -I Volume Module; AM Existing Peak w/pce Base Vol: 4 0 0 52 0 203 142 390 4 0 262 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 0 52 0 203 142 390 4 0 262 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: { 0 0 55 0 214 149 411 4 0 276 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 4 0 0 55 0 214 149 411 4 0 276 56 ------------1---------------1 1---------------1 1---------------11---------------[ Critical Gap Module: Critical Gp: 7.1 xxxx xxxxx 7.1 x.xxx 6.2 4.1 xxxx XXXXX xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx 3.5 xxxx 3.3 2,2 xxxx xxxxx xxx xx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1122 xxxx xxxxx 1015 xxxx 304 332 xxxx =xx xxxx xxxx xxxxx Potent Cap.: 185 xxxx xx-xxx 219 x.xxx 741 1239 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 119 xxxx xxxxx 198 xxxx 741 1239 xxxx =xx xxxx xxxx xxxxx Volume/Cap: 0.04 xxxx xxxx 0.28 xxxx 0.29 0.12 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0'.1 xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxx.x xxxxx xxxx xxxxx Stopped Del: 36.3 xxxx xxxxx x..xxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: E * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxx.x xxxx 476 xxxxx xxxx xxxx =xx xxxx xxxx x.xxxx SharedQueue: xxxxx xxxx y..xxxx xxxxx 3.4 xxxxx xxxxx xxxx =xx xxxxx xxx...x: x.xxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx 21.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C * * * * * * * ApproachDel: 36.3 21.9 xxxxxx ~x: ApproachLOS: E C * * Traffix 7.6,0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-86 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 6-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ***************************************************.***************************** Intersection #4 Northpark Boulevard @ Fairview Drive **********************k*********t*************************************'********** Average Delay (sec/vehl: 1.6 Worst Case Level Of Service: - A[ 9.0] ******************************************************************************** Street Name: Northpark Boulevard Fairview Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 ------------1---------------1 1---------------1 I-----~---------I 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 0 3 120 0 10 0 0 0 0 28 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3 120 0 10 0 0 0 0 28 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 3 126 0 11 0 0 0 0 29 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 3 126 0 11 0 0 0 0 29 0 0 ------------1--------------- 11---------------11---------------11---------------1 Critical Gap Module: Critical Gp:xxxxx xxxx =xxx xxxxx xxxx xxxx..x xxxxx xxxx xxxxx 6.4 xxxx =xxx FollowUpTim:xxxxx xxxx =xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxx.xx xxxx xxxx xxxxx xxxx xxxx xxxxx 77 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 931 xxxx xxx.xx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 931 xxxx =xx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------I---------------! 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxx.xx Stopped Del : xxx xx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx y.xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx XXX]{ xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxx.xx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 9.0 ApproachLOS: * * * A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-87 Existing Conditions Thu Sep 23,.2004 16:06,29 Page 7-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Northpark Boulevard @ university Parkway **************************************'****************************************** Cyele (see): 120 Crit ical Vol. /Cap. (X): 0 . 284 Loss Time (see): 8 (Y+R; 3 see) Average Delay (sec/veh): 21.4 Optimal Cycle: 48 Level Of service: C ******************************************************************************** Street Name: Northpark Boulevard University Parkway Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 243 107 64 3 28 52 251 609 434 14 58 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 243 107 64 3 28 52 251 609 434 14 58 . 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 256 113 67 3 29 55 264 641 457 15 61 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 113 67 3 29 55 264 641 457 15 61 13 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 256 113 67 3 29 55 264 641 457 15 61 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 ------------I------~-------~I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.03 0.04 0.00 0.01 0.03 0,15 0.18 0.25 0.01 0.02 0.01 Crit Moves: **** Green/Cycle: 0.22 Volume/cap: 0.33 Delay/Veh: 39.9 User DelAdj: 1.00 AdjDel/Veh: 39.9 HCM2kAvg: 4 **** **** **** 0.22 0.14 38.1 1. 00 38.1 2 0.22 0.17 38.5 1.00 38.5 2 0.09 0.02 49.5 1,00 49.5 o 0.09 0.09 49.9 1.00 49.9 1 0.09 0.33 52.1 1. 00 52.1 2 0.54 0.27 14.9 1. 00 14.9 5 0.54 0.33 15.4 1. 00 15.4 6 0.76 0.34 4.9 1. 00 4.9 5 0.08 0.10 51.1 1. 00 51.1 1 0.08 0.20 51.6 1. 00 51.6 1 0.08 0.08 51. 0 1. 00 51. 0 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-88 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 8-1 --------------------------~--~-------------------------------------------------- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Kendall Drive @ University Parkway *************************k***************************************~************** Cycle (sec): 100 Critical vol./Cap. (xl: 0.490 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 32.2 Optimal Cycle: 48 Level Of Service: C ******************************************.************************************** Kendall Drive University Parkway North Bound South Bound East Bound West Bound L T R L T R L T R L T R ---------- -1---------------11---------------1 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. GreeD: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak w pee Base Vol: 314 338 255 309 491 149 37 847 168 23 281 94 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 314 338 255 309 491 149 37 847 168 23 281 94 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 331 356 268 325 517 157 39 892 177 24 296 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 331 356 268 325 517 157 39 892 177 24 296 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 331 356 268 325 517 157 39 892 177 24 296 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.50 0.50 1.00 2.25 0.75 Final Sat.: 3600 3600 1800 3600 3600 1800 3600 4506 894 1800 4046 1354 ------------I---~-----------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.10 0.15 0.09 0.14 0.09 0.01 0.20 0.20 0.01 0.07 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.28 0.28 0.17 0.35 0.35 0.24 0.37 0.37 0.10 0.24 0.40 Volume/Cap: 0.92 0.35 0.53 0.53 0.41 0.25 0.05 0.53 0.53 0.13 0.31 0.18 Delay/Veh: 72.4 29.0 31.6 38.8 25.0 23.4 29.6 24.9 24.9 41.4 31.7 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.4 29.0 31.6 38.8 25.0 23.4 29.6 24.9 24.9 41.4 31.7 19.1 HCM2kAvg: 8 4 7 5 6 3 0 9 9 1 3 3 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-89 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 9~1 city of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Northpark Boulevard @ Sierra Way *********************************:******************~**************************** Average Delay (sec/veh): 1.2 Worst Case Level Of Service: B[ 10.4] ************~******************************************************************* Street Name; Northpark Boulevard Sierra Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 [---------------11----- ---------11---------------) Volume Module: Existing AM Peak Base Vol: 0 118 220 3 35 0 0 0 0 47 0 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 118 220 .3 35 0 0 0 0 47 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF volume: 0 124 232 3 37 0 0 0 0 49 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 124 232 3 37 0 0 0 0 49 0 1 ------------I------~--------I 1---------------1 1---------------1 1---------------1 Critical Gap Module: Cri tical Gp: xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . 8 xxxx 6 . 9 Follol"UpTim: xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 356 xxxx xxxxx xxxx.x:xxx xxxxx 259 xxxx 157 Potent Cap.: xxxx xxxx xxxxx 1214 xxxx xxxxx xxxx xxxx xxxxx 714 xxxx 867 Move Cap.: xxxx xxxx xxxxx 1214 xxxx xx.xxx xxxx xxxx xxxxx 712 xxxx 867 Volume/cap: xxxx xxxx xxxx 0.00 xxxx xxxx xxxx xxxx xxxx 0.07 xxxx O.OD ------------1---------------1 1---------------11---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx 0 .0 xxxx xxxxx xxxxx xxxx xxxxx 0 .2.x:xxx 0 . 0 Stopped Del:xxxxx xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx 10.4 xxxx 9.2 LOS by Move: * * * A * * * * * B * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx x.xxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx x.xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx x.xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 10.4 ApproachLOS : * * * B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-90 MITIG8 - Existing ConditiOnMon Sep 27, '2004 09:46:10 Page 1-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) **********************T********************************************************* Intersection #8 E Street @ Highland Avenue *-*********************~********************************************************* Cycle (see): 100 Critical Vol./Cap. (X): 0.765 Loss Time (see): 4 (Y+R = 3 see) Average Delay (see/veh): 18.6 Optimal Cycle: 44 Level Of Service: B ****************************************************************************~*** Street Name: E Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak Base vol: 201 267 130 228 755 127 91 1629 237 196 1609 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 267 130 228 755 127 91 1629 237 196 1609 86 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 201 267 130 228 755 127 91 1629 237 196 1609 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 212 281 137 240 795 134 96 1715 249 206 1694 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 281 137 240 795 134 96 1715 249 206 1694 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 212 281 137 240 795 134 96 1715 249 206 1694 91 --~~--~-~---I---------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.bo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.35 0.65 1.00 1.71 0.29 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 2421 1179 1800 3082 518 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.12 0.12 0.12 0.13 0.26 0.26 0.05 0.48 0.14 0.11 0.47 0.05 Crit Moves: **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.62 0.62 0.62 0.62 0.62 0.62 VOlume/Cap: 0.35 0.34 0.34 0.40 0.76 0.76 0.09 0.76 0.22 0.18 0.76 0.08 DelayjVeh: 25.2 25.0 25.0 25.8 32.6 32.6 7.5 15.2 8.4 8.1 14.9 7.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 25.2 25.0 25.0 25.8 32.6 32.6 7.5 15.2 8.4 8.1 14.9 7.5 HCM2kAvg: 5 5 5 6 14 14 1 20 3 3 20 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-91 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 11-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Unsignalized Method (Base Volume Alternative) ******************************************************************~************* Intersection #9 Hunts Lane @ E Street ******************************************************************~************* Average Delay (sec/veh): 109.8 Worst Case Level Of Service: F[5682.2] ***************************A**************************************************** Street Name: Hunts Lane E Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------1---------------11------ --------1 [---------------1 1---------------1 Volume Module: Existing AM Peak w pee Base Vol: 893 1248 0 0 217 206 47 0 342 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 893 1248 0 0 217 206 47 0 342 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.DO 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 PHF Volume: 940 1314 0 0 228 217 49 0 o. 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 940 1314 0 0 228 217 49 0 0 0 0 0 ------------)---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx x.x.x.x.x 6.8 xxxx xx.xxx xxxxx xxxx x.xxx.x FOllowUpTim: 2.2 xxxx = xxxxx xXX.x xxxxx 3.5 xxxx xxx.xx xxxxx xxxx x.xxx.x ------------1---------------1 1---------------11---------------1 I --------------1 Capacity Module: Cnflict vol: 445 xxxx xxxxx xxxx xxxx xxxxx 2765 xx.xx xxxxx xxxx xx.xx xxxxx Po t en t Cap.: 1126 xxx.x. = xxxx xxxx x.x..xxx 16 xxxx xxxx.x xxxx xxxx xxxxx Nove Cap.: 1126 xxxx xxxxx xxxx xxxx xxxxx 5 ){XXX xxxxx xxxx)(XXX x.xxx.x Volume/Cap: 0.84 xxxx =xx xxxx xxxx xxxx 10.36 xxxx xxxx xx.xx xXXX xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of . Service Module: Queue: 10.5 xxxx x.xxx.x xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: 21. 9 xxxx = x.xxxx xxx;.:, xxxx.x 5682 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: C * * * * * F * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xx.xx xxxxx :xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xx.xx xxxxx xxxxx xxxx xxXXX Shrd S t pDe I : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX)( xx.xxx xxxxx xxx.x x.xxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 5682.2 xxxxxx ApproachLOS: * * F * Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-92 Existing Conditions Thu Sep 23, 2004 16:06:29 Page.12-1 ---------------~~---------------------------------------~~---~---,----~---------- City of San Bernardino General Plan Existing Conditions AM Peak ~~~--------------------------------------~--------------------------~----------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Waterman Avenue @ 3rd Street ******************************************************************************** Cycle (sec): Loss Time (see}: Optimal Cycle: 100 8 (Y+R = 76 Critical Vol. /Cap. (X): 3 sec) Average Delay (sec/veh}: Level Of Service: 0.841 35.3 D ***************************************************~**************************** Street Name: Waterman Avenue 3rd Street Approach: North Bound South Bound East Bound West Bound Movement:: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected protected Rights: Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak . Base Vol: 175 1386 269 264.1756 65 41 269 49 349 599 177 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 1386 269 264 1756 65 41 269 49 349 599 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 184"1459 283 278 1848 68 43 283 52 367 631 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 1459 283 278 1848 68 43 283 52 367 631 186 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 184 1459 283 278 1848 68 43 283 52 367 631 186 ------------1---------------11--------------- 11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.51 0.49 1.00 2.89 0.11 1.00 1.69 0.31 1.00 2.00 1.00 Final Sat.: 1800 4522 878 1800 5207 193 1800 3045 555 1800 3600 1800 ---~--------I---------------l 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/sat: 0.10 0.32 0.32 0.15 0.35 0.35 0.02 0.09 0.09 0.20 0.18 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.38 0.38 0.18 0.44 0.44 0.10 0.11 0.11 0.24 0.25 0.25 Volume/Cap: 0.81 0.84 0.84 0.84 0.81 0.81 0.24 0.84 0.84 0.84 0.69 0.41 Delay/Veh: 61.2 31.4 31.4 56.8 26.4 26.4 42.2 58.4 58.4 49.7 36.1 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 31.4 31.4 56.8 26.4 26.4 42.2 58.4 58.4 49.7 36.1 31.7 HCM2kAvg: 8 19 19 11 19 19 1 8 8 13 10 5 *****************************************************~************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-93 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 13-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Waterman Avenue @ Fifth Street ******************************************************************************** Cycle (see): 120 ~ritical Vol./Cap. (Xl: 1.081 Loss Time (see): 8 (Y+R = 3 see) Average Delay (see/vehl: 63.0 optimal Cycle: 130 Level Of Service: E ******************************************************************************** Street Name: Waterman Avenue Fifth Street Approach; North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------------------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: >> Count Date: 1 Jan 2003 << Existing AM Peak Base Vol: 196 1444 107 57 1934 239 176 337 211 150 771 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 196 1444 107 57 1934 239 176 337 211 150 771 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 206 1520 113 60 2036 252 185 355 222 158 812 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 1520 113 60 2036 252 185 355 222 158 812 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00] .00 1.00 1.00 1.00 1.00 Final Vol.: 206 1520 113 60 2036 252 185 355 222 158 812 82 ------------I------------~-- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 -~----------I---------------I I--------------~I I---~---~-------I 1---------------1 Capacity Analysis Module: VOl/Sat: 0.11 0.42 0.06 0.03 0.57 0.14 0.10 0.10 0.12 0.09 0.23 0.05 Crit Moves: **** Green/Cycle: 0.11 VOlume/Cap: 1.08 De1ay/Veh: 141.8 User DelAdj: 1.00 AdjDel/Veh: 141.8 HCM2kAvg: 13 **** **** **** 0.55 0.77 23.4 1.00 23.4 23 0.55 0.11 13.2 1.00 13.2 2 0.08 0.40 53.9 1.00 53.9 3 0.52 1.08 74.9 1.00 74.9 51 0.52 0.27 16.0 1.00 16.0 5 0.10 1.08 146.1 1.00 146.1 12 0.18 0.55 46.1 1.00 46.1 7 0.18 0.69 52.8 1.00 52.8 9 0.13 0.69 ~~.2 1.00 59.2 7 0.21 1.08 104 1.00 104 23 0.21 0.22 39.7 1.00 39.7 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-94 Existing conditions Thu Sep 23, 2004 16:06:29 Page 14-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) **********************************************************************~********* Intersection #12 E Street @ Baseline Street ********'************************************************************************ Cyele (see): 100 Critical Vol./Cap. (Xl: 0.407 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 18.0 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -~--~-------l---------------I ---------------[ 1---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------11--------------- I 1---------------1 I--~~--------.---I Volume Module: Existing AM Peak w pce Base Vol: 23 111 28 82 333 84 41 789 58 31 706 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 111 28 82 333 84 41 789 58 31 706 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 24 117 29 86 351 88 43 831 61 33 743 115 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 117 29 86 351 88 43 831 61 33 743 115 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 24 117 29 86 351 88 43 831 61 33 743 115 --~---------I-~-------------I 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.60 0.40 1.00 1.60 0.40 1.00 1.86 0.14 1.00 1.73 0.27 Final Sat.: 1800 2875 725 1800 2875 725 1800 3353 247 1800 3119 481 ------------1---------------1 I----~----------I I-~~-----~------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.04 0.04 0.05 0.12 0.12 0.02 0.25 0.25 0.02 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.10 0.19 0.19 0.19 0.28 0.28 0.56 0.56 0.56 0.56 0.56 0.56 VOlume/Cap; 0.13 0.22 0.22 0.25 0.44 0.44 0.04 0.44 0.44 0.03 0.42 0.42 Delay/veh: 41.4 34.5 34.5 35.0 30.1 30.1 9.8 12.9 12.9 9.7 12.7 12.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.4 34.5 34.5 35.0 30.1 30.1 9.8 12.9 12.9 9.7 12.7 12.7 HCM2kAvg: 1 2 2 2 6 6 1 8 8 0 8 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-95 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 15-1 City of San Berna~dino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street ************************************~******************************************* Cyele (see): 100 Critical Vol./eap. (Xl: 0.724 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 14.7 Optimal Cycle: 45 Level Of Service: B ******************************************************************************** Ar~owhead Avenue Baseline Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Cont~ol: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pee Base Vol: 97 228 85 90 508 104 72 1536 109 88 1738 81 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 228 85 90 508 104 72 1536 109 88 1738 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 102 240 89 95 535 109 76 1617 115 93 1829 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 240 89 95 535 109 76 1617 115 93 1829 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 102 240 89 95 535 109 76 1617 lIS 93 1829 8S ------~-----I-----~---------I I----------~----I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1,46 0.54 1.00 2.00 1.00 1.00 1.87 0.13 1.00 1.91 0.09 Final Sat.: 1800 2622 978 1800 3600 1800 1800 3361 239 1800 3440 160 ------------1---------------1 I----------~----~I---------------I I--------------~I Capacity Analysis Module: Vol/Sat: 0.06 0.09 0.09 0.05 0.15 0.06 0.04 0.48 0.48 0.05 0.53 0.53 crit Moves: **** **** Green/Cycle: 0.21 0.21 0.21 0.21 0.21 0.21 0.73 0.73 0.73 0.73 0.73 0.73 Volume/Cap: 0.28 0.45 0.45 0.26 0.72 0.30 0.06 0.65 0.65 0.07 0.72 0.72 Delay/Veh: 33.9 35.2 35.2 33.7 40.7 34.1 3.7 7.4 7.4 3.7 8.5 8.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 33.9 35.2 35.2 33.7 40.7 34.1 3.7 7.4 7.4 3.7 8.5 8.5 HCM2kAvg: 3 5 5 3 9 3 1 14 14 1 18 17 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-96 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 16-1 ------------------~-~-~-~------------------~-~~-----------------~----------~---- City of San Bernardino General Plan Existing Conditions AM Peak -----------~-----~-------------------------~--~~------------------~------------~ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street ***************************************~**************************************** Cycle (see): Loss Time [sec): Optimal Cycle: 100 o (Y+R '" 42 Critical Vol./Cap. (X); 4 sec) Average Delay (sec/veh): Level Of Service: 0.454 19.8 B ****************************************************j.*************************** Street Name: Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~-----------I---------------I 1---------------1 1---------------1 1---------------1 Control: split Phase Split Phase Split Phase Split phase Rights: Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 0 0 I! 0 0 0 1 1 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak w pee Base Vol: 2 353 147 300 707 7 2 6 3 81 3 218 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 353 147 300 707 7 2 6 3 81 3 218 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 2 372 0 316 744 7 2 6 3 85 3 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 372 0 316 744 7 2 6 3 85 3 0 peE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj; 1.00 1.00 0.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 0.00 Final Vol.: 2 372 0 316 744 7 2 6 3 85 3 0 ------------1---------------1 1---------------1 ]-------~-------I 1---------------1 Saturation Flow Module: Sat/Laue: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0,01 1.99 1.00 0.59 1.40 0.01 0.18 0.55 0.27 1.00 1.00 1.00 Final Sat.: 20 3580 .1800 1065 2510 25 327 982 491 1800 1800 1800 -~----------I---------------I 1---------------1 I-------------~-I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.00 0.30 0,30 0.30 0.01 0.01 0.01 0.05 0.00 0.00 Crit Moves; **** **** **** **** Green/Cycle: 0.21 0.21 0.00 0.59 0.59 0.59 0.10 0.10 0.10 0.10 0.10 0.00 Volume/Cap: 0.50 0.50 0.00 0.50 0.50 0.50 0.06 0.06 0.06 0.47 0.02 0.00 Delay/Veh: 35.6 35.6 0.0 12.0 12.0 12.0 40.9 40.9 40.9 44.4 40.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.6 35.6 0,0 12.0 12.0 12.0 40.9 40.9 40.9 44.4 40.6 0.0 HCM2kAvg; 6 6 0 10 10 13 0 0 0 3 0 0 *******************************~************************************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-97 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 17-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) *****************************************************************~***k********** Intersection #15 Mount Vernon Avenue @ Rialto Avenue ********k************************************************************~********** - Cycle {sec}: Loss Time (sec): Optimal Cycle: 100 4 (Y+R = 24 Critical Vol.ICap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.292 14.5 B *************************************************~*****************.************* Street Name: Mount Vernon Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 46 302 39 119 548 lOB 100 359 51 34 128 34 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 302 39 119 548 108 100 359 51 34 128 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 48 318 41 125 577 114 105 378 54 36 .135 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 318 41 125 577 114 105 378 54 36 135 36 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 48 318 41 125 577 114 105 378 54 36 135 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.77 0.23 1.00 2.00 1.00 1.00 1.75 0.25 1.00 1.58 0.42 Final Sat.: 1800 3188 412 1800 3600 1800 1800 3152 448 1800 2844 756 ------------I--------~------I 1---------------1 1---------------1 I---~-----------I Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.10 0.07 0.16 0.06 0.06 0.12 0.12 0.02 0.05 0.05 Crit Moves: Green/Cycle: VOlume/Cap: Delay/Veh: User DelAdj: AdjDeljVeh: HCM2kAvg: **** **** 0.55 0.05 10.5 1. 00 10.5 1 0.55 0.18 11.3 1.00 11.3 3 0.55 0.18 11.3 1. 00 11.3 3 0.55 0.13 11.0 1. 00 11. 0 2 0.55 0.29 12.2 1. 00 12.2 5 0.55 0.12 10.9 1. 00 10.9 2 0.41 0.14 18.5 1. 00 18.5 2 0.41 0.29 19.8 1. 00 19.8 4 0.41 0.29 19.8 1. 00 19.8 4 0.41 0.05 17.7 1. 00 17.7 1 0.41 0.12 18.3 1. 00 18.3 2 0.41 0.12 18.3 1. 00 18.3 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-98 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 18-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #16 K Street @ 3rd Street ******************~************************************************************* Average Delay (sec/veh): 0.5 Worst Case Level Of Service: A[ 9.8] ******************************************************************************** Street Name: K Street 3rd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Ignore Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 2 0 1 0 1 0 0 0 ------------[---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 10 0 2 0 0 0 0 108 6 3 135 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 10 0 2 0 0 0 0 108 6 3 135 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 PHF Volume: 11 0 2 0 0 0 0 114 0 3 142 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 11 0 2 0 0 0 0 114 0 3 142 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxx.xx XXX)( xxxxx xxxx.x xxxx xxxxx 2.2 xxxx xxxxx ------------[---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 262 XXX}( 57 xxxx xxxx xxxxx xxxx = y.xxxx 114 xxxx =xx Potent Cap.: 731 xxxx 1015 xxxx xxxx xxxxx xxxx xxxx xxxxx 1488 xxxx xxxxx Move Cap.: 730 xxxx 1015 xxxx xxxx xxxxx xxxx xxxx xxxxx 1488 xxx.x xxxxx Volume/Cap: 0.01 xxxx 0.00 xxxx xxxx xxx x xxxx xxxx =xx 0.00 xxxx xxxx ------------[---------------1 1---------------1 1---------------1 1---------------[ Level Of Service Module: Queue: xxxxx =xx xxxxx =xx xxxx xxxxx xxxxx xxxx =xx Stopped Del:xxxxx xxxx =xx xxxxx xxxx xxxxx =xxx xxxx =xx LOS by Move: " " " " " " " " " Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Sha red Cap.: =xx 766 xxxxx xxxx xxxx =xxx xxxx xxxx xxxxx Sha redQueue : xxxxx 0 . 1 xxxxx xx.x.xx xxxx xxx.xx xxxxx xxxx: xxxxx Shrd S t pOe 1 : xxxxx 9 . 8 xxx.xx xxxxx xxxx xxxxx xxxxx xxxx: xxxxx Shared LOS; " A " " * " * " " ApproachDel; 9.8 xxxxxx xxxxxx ApproachLOS: A " " o . 0 xxxx xxxxx 7 . 4 xxxx xxxxx A " " LT - LTR - RT xxxx =xx xxxxx o . 0 xxxx =xx 7 . 4 xxxx xxxxx A " " xxxxxx " Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-99 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 19-1 -----------------------------------------------------------~~------------------- City of San Bernardino General Plan Existing Conditions AM Peak ---------------~---~--~~~-~-~--------------------------------------~---~-------- Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 Mount Vernon Avenue @ 5th Street ******************************************************************************** Cycle (sec): 100 Critical Vol. leap. (X): 0.405 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 22.5 Optimal Cycle: 36 Level Of Service: C *******************************************~************************************ Mount Vernon Avenue 5th Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11--------------- 11---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---- ----------11---------------11---------------1 Volume Module: Existing AM Peak w pce Base Vol: 63 326 49 95 526 59 90 572 54 45 265 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 326 49 95 526 59 90 572 54 45 265 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 66 343 52 100 554 62 95 602 57 47 279 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 343 52 100 554 62 95 602 57 47 279 57 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 66 343 52 100 554 62 95 602 57 47 279 57 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Lanes; 1.00 1.74 0.26 1.00 1.80 0.20 1.00 1.83 0.17 1.00 1.66 0.34 Final Sat.: 1800 3130 470 1800 3237 363 1800 3289 311 1800 2991 609 ----~-------I---------------I 1---------------1 I---------~-----I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.11 0.06 0.17 0.17 0.05 0.18 0.18 0.03 0.09 0.09 Crit Moves; Green/CYCle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: Street Name: Approach: Movement: **** **** **** 0.41 0.09 18.4 1. 00 18.4 1 0.41 0.27 19.9 1. 00 19.9 4 0.41 0.27 19.9 1. 00 19.9 4 0.41 0.14 18.8 1. 00 18.8 2 0.41 0.42 21. 5 1. 00 21.5 7 0.41 0.42 21.5 1. 00 21.5 7 0.27 0.20 28.6 1. 00 28.6 2 0.43 0.42 19.8 1. 00 19.8 7 0.43 0.42 19.8 1. 00 19.8 7 0.10 0.26 42.4 1. 00 42.4 2 0.2'7 0.35 29.8 1.00 29.8 4 0.27 0.35 29.8 1. 00 29.8 4 ****************************************************************~*************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANST8CH, WALNUT, CA F ~ 100 Exi.sting Conditions Thu Sep 23, 2004 16:06:29 Page 20-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 Waterman Avenue @ 30th Street *************************************************************************~****** Cycle (sec): Loss Time (see): Optimal Cycle: 100 6 (Y+R '" 58 Critical Vo1./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.801 27.1 C *************************~****************************************************** Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 I---------------! 1---------------1 1---------------1 Volume Module: Existing AM Peak w pee Base Vol: 183 407 91 25 755 796 6 110 155 233 658 ~ 239 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 407 91 25 755 796 6 110 155 233 658 239 User Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 193 428 96 26 795 838 6 116 163 245 693. 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 428 96 26 795 838 6 116 163 245 693 252 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 193 428 96 26 795 838 6 116 163 245 693 252 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 0.97 1.03 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 1752 1848 1800 3600 1800 1800 3600 1800 ------------1---------------1 I--~------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.11 0.12 0.05 0_01 0.45 0.45 0.00 0.03 0.09 0.14 0.19 0,14 Crit Moves: **** **** **** Green/Cycle: 0.13 0.60 0.60 0.10 0.57 0.57 0.24 0.24 0.24 0.24 0.24 0.24 Volume/Cap: 0.80 0.20 0.09 0.15 0.80 0.80 0.01 0.13 0.38 0.57 0.80 0.58 Delay/Veh: 59.2 9.1 8.5 41.5 19.6 19.6 29.0 29.9 32.3 35.2 41.1 35.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjOel/Veh: 59.2 9.1 8.5 41.5 19.6 19.6 29.0 29.9 32.3 35.2 41.1 35.6 HCM2kAvg: 8 3 1 1 22 21 0 1 4 7 12 7 ************************k******************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc, Licensed to TRANSTECH, WALNUT, CA F-IOl Existing Conditions Thu Sep 23, 2004 16:06:29 Page 21-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) **************~***************************************************************** Intersection #19 Kendall Drive @ Palm Avenue *************~****************************************************************** - Cycle (see): 100 Critical Vol./eap. (Xl: 0.572 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 26.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1----------------1 1---------------1 1---------------1 1---------------1 volume Module: Existing AM Peak w pce . Base Vol: 471 55 40 12 34 114 56 107 486 114 474 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 471 55 40 12 34 114 56 107 486 114 474 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 496 58 42 13 36 120 59 113 512 120 499 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 496 58 42 13 36 120 59 113 512 120 499 45 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 496 58 42 13 36 120 59 113 512 120 499 45 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.83 0.17 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 3600 1800 1800 3301 299 ------------1---------------1 1---------------1 1---------------1 I------~--------I Capacity Analysis Module: Vol/Sat: 0.28 0.03 0.02 0.01 0.02 0.07 0.03 0.03 0.28 0.07 0.15 0.15 Crit Moves: **** Green/Cycle: 0.46 Volume/Cap: 0.60 Delay/Veh: 21.5 User DelAdj: 1.00 AdjDel/Veh: 21.5 HCM2kAvg: 12 **** ***~ **** 0.28 0.11 26.6 1.00 26.6 1 0.28 0.08 26.3 1.00 26.3 1 0.28 0.02 25.8 1.00 25.8 o 0.11 0.18 40.8 1.00 40.8 1 0.11 0.60 47.4 1.00 47.4 5 0.10 0.33 42.9 1.00 42.9 2 0.18 0.18 35.2 1.00 35.2 2 0.63 0.45 9.7 1.00 9.7 8 0.18 0.38 37.2 1.00 37.2 4 0.25 0.60 34.2 1.00 34.2 8 0.25 0.60 34.2 1.00 34.2 8 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-I02 Existing Conditions Thu Sep 23, 2004 16:06~29 Page 22-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #20 Belmont Avenue @ Palm Avenue ******************************************************************************** Cycle {see}: 100 Critical Vol./Cap. (X): 0.354 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 10.1 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Street Name: Belmont Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------11---------------1 1- -------------11---------------1 Volume Module: Existing AM Peak Base Vol: 62 19 77 20 8 47 75 136 24 34 152 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 62 19 77 20 8 47 75 136 24 34 152 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 65 20 81 21 8 49 79 143 25 36 160 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 20 81 21 8 49 79 143 25 36 160 15 peE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 65 20 81 21 8 49 79 143 25 36 160 15 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.20 0.80 1.00 0.15 0.85 0.36 0.64 1.00 0.18 0.82 1.00 Final Sat.: 542 128 517 525 91 535 223 405 736 115 515 728 ------------ I--------------~I 1---------------1 1-----.---------- 11---------------1 Capacity Analysis Module: - Vol/Sat: 0.12 0.16 0.16 0.04 0.09 0.09 0.35 0.35 0.03 0.31 0.31 0.02 Crit Moves: **** **** **** **** Delay/veh: 9.8 8.8 8.8 9.4 8.5 8.5 11.1 11.1 7.5 10.6 10.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 8.8 8.8 9.4 8.5 8.5 11.1 11.1 7.5 10.6 10.6 LOS by Move: A A A A A A B B A B B ApproachDel: 9.2 8.7 10.8 10.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.2 8.7 10.8 10.4 LOS by Appr: A A B B *************~******************************************************k*********** o 7.S 1. 00 7.5 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -1 03 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 23-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #21 Sierra Way @ 30th Street ******************'************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.255 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 15.0 Optimal Cycle; 24 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak w pce Base Vol: 26 109 53 79 263 106 29 156 51 56 241 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 109 53 79 263 106 29 156 51 56 241 14 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 27 115 56 83 277 112 31 164 54 59 254 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 115 56 83 277 112 31 164 54 S9 254 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 115 56 83 277 112 31 164 54 59 254 15 -----~------I---------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.89 0.11 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 3402 198 ------------ 1---------------11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.06 0,03 0.05 0.15 0.06 0.02 0.09 0.03 0.03 0.07 0.07 Crit Moves; Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** **** 0.60 0.03 8.0 1. 00 8.0 o 0.60 0.11 8.5 1. 00 8.5 1 0.60 0.05 8.2 1. 00 8.2 1 0.60 0.08 8.3 1. 00 8.3 1 0.60 0.26 9.5 1. 00 9.5 4 0.60 0.10 8.~ 1. 00 8.5 1 0.36 0.05 21.0 1. 00 21.0 1 0.36 0.26 22,9 1. 00 22.9 4 0.36 0.08 21.3 1. 00 21.3 1 0.36 0.09 21.4 1. 00 21.4 1 0.36 0.21 22.4 1. 00 22.4 3 0.36 0.21 22.4 1. 00 22.4 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -104 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 24-1 City of San Bernardino General plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.395 Loss Time (see): 6 (Y+R = 3 see) Average Delay (see/veh): 21.4 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Del Rosa Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM peak w pce Base Vol: 33 105 22 29 283 115 56 318 43 32 503 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 '105 22 29 283 115 56 318 43 32 503 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 35 III 23 31 298 121. 59 335 45 34 529 33 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 111 23 31 298 121 59 335 45 34 529 33 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 35 III 23 31 298 121 59 335 45 34 529 33 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.24 0.76 1.00 0.09 0.91 1.00 1.00 1.76 0.24 1.00 1.88 0.12 Final Sat.: 430 1370 1800 167 1633 1800 1800 3171 429 1800 3391 209 ----~-------I---------------I I-------------~-I 1--- -----------1 I~--------------I capacity Analysis Module: Vol/Sat: 0.08 0.08 0.01 0.18 0.18 0.07 0.03 0.11 0.11 0.02 0.16 0.16 Crit Moves: Green/Cycle: 0.45 Volume/Cap: 0.18 Delay/Veh: 16.4 User DelAdj: 1.00 AdjDel/Veh: 16.4 HCM2kAvg: 3 **** **** **** 0.45 0.18 16.4 1.00 16.4 3 0.45 0.03 15.2 1.00 15.2 o 0.45 0.40 18.7 1.00 18.7 7 0.45 0.40 18.7 1.00 18.7 7 0.45 0.15 16.1 1.00 16.1 2 0.10 0.33 42.9 1.00 42.9 2 0.39 0.27 21.1 1.00 21.1 4 0.39 0.27 21.1 1.00 21.1 4 0.10 0.19 41.8 1.00 41.8 1 0.39 0.40 22.4 1.00 22.4 6 0.39 0.40 22.4 1.00 22.4 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WAL~ruT, CA F-I05 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 25-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Waterman Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.852 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 32.3 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak w pce Base Vol: 0 292 216 565 640 0 440 0 588 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 292 216 565 640 0 440 0 588 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 307 227 595 674 0 463 0 619 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 307 227 595 674 0 463 0 619 0 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 307 227 595 674 0 463 0 619 0 0 0 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3600 1800 18QO 3600 0 1800 0 1800 0 0 0 ------------1---------------1 1---------------1 l---------------i 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.09 0.13 0.33 0.19 0.00 0.26 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.15 0.15 0.39 0.54 0.00 0.40 0.00 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.85 0.85 0.35 0.00 0.64 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 41.2 63.7 37.8 13.3 0.0 25.8 0.0 36.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 41.2 63.7 37.8 13.3 0.0 25.8 0.0 36.6 0.0 0.0 0.0 HCM2kAvg: 0 5 10 19 6 0 12 0 20 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-I06 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 26-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) **********************~******************************~************************** Intersection #24 Leroy/SR~30 WB On Ramp @ 30th Street *******************************************************************************~ Cycle (sec): 100 Critical Vol./Cap. (X): 0.598 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 17.2 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------~-~I---------------I 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green; 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 0 0 11 0 0 1 0 2 0 1 1 1 0 1 0 -----------~I---------------I I----~----------I 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 0 0 0 40 132 18 4 203 92 1339 343 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 0 0 0 40 132 18 4 203 92 1339 343 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 42 139 19 4 214 97 1409 361 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 42 139 19 4 214 97 1409 361 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 42 139 19 4 214 97 1409 361 12 ------------1---------------1 I----------~--~-I 1---------------1 I-------~-------I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.21 0.70 0.09 1.00 2.00 1.00 7..00 0.97 0.03 F~nal Sat.: 0 0 0 379 1251 171 1800 3600 1800 3600 1744 56 ------------1---------------1 I--------~------I I-------~-------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.11 0.11 0.00 0.06 0.05 0.39 0.21 0.21 Crit Moves: Green/Cycle: Volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** **** **** 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.19 0.60 40.3 1.00 40.3 6 0.19 0.60 40.3 1.00 40.3 6 0.19 0.60 40.3 1.00 40.3 7 0.10 0.02 40.6 1.00 40.6 o 0.10 0.59 45.7 1.00 45.7 4 0.10 0.54 46.0 1.00 46.0 4 0.65 0.60 10.2 1.00 10.2 13 0.65 0.32 7.6 1.00 7.6 5 0.65 0.32 7.6 1.00 7.6 5 *******************************~************************************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-107 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 27-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HeM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ************************************************~******************************* Average Delay (sec/veh): 130.7 Worst Case Level Of Service: F(298.3] ******************************************************************************** Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 It 0 0 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 464 0 266 8 0 33 112 226 0 0 563 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 464 0 266 8 0 33 112 226 0 0 563 6 User Adj: 1.00 1.00 1.00 1.001.00 1.00 1..001.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF volume: 488 0 280 8 0 35 118 238 0 0 593 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 488 0 280 8 0 35 118 238 0 0 593 6 ------------1---------------1 1---------------1 I~--------------I 1---------------1 Critical Gap Module: Critical Gp: 7.5 xxxx 6.9 7.5 xxxx 6.9 4.1 X~ xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5)(XXX 3.3 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 770 xxxx 119 951 xxxx 299 599 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 294 xxxx 917 218 xxxx 703 988 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 254 xxxx 917 137 xxxx 703 988 xxxx xxxxx XXX)( xxxx xxxxx Volume/cap: 1.93 xxxx 0.31 0.06 xxxx 0.05 0.12 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 34.6 XXX)( 1.3 xxxxx xxxx xxxxx Stopped Del:463.2 xxxx 10.6 xxxxx xxxx xxxxx LOS by Move: F * B * * * Movement: LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx XXX)( xxxxx xxxx 390 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.4 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 15.4 xxxxx Shared LOS: * * * * c * ApproachDe1: 298.3 15.4 ApproachLOS: F C o . 4 XXX){ xxxxx xxxxx xxxx xxxxx 9 . 1 xxxx xxxxx xxxxx )(XXX xxxxx A * * * * * LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx XXX)( xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * xxxxxx * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -108 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 28-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.270 Loss Time (see): 4 (Y+R = 3 see) Average Delay (see!veh): 14.8 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name, Del Rosa Avenue Lynwood Drive Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green, 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 65.279 243 46 488 24 14 177 163 191 165 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 279 243 46 488 24 14 177 163 191 165 17 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 68 294 256 48 514 25 15 186 172 201 174 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 294 256 48 514 25 15 186 172 201 174 18 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 68 294 256 48 514 25 15 186 172 201 174 18 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.07 0.93 1.00 1.91 0.09 0.08 1.00 0.92 1.00 0.91 0.09 Final Sat.: 1800 1924 1676 1800 3431 169 142 1800 1658 1800 1632 168 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.15 0.15 0.03 0.15 0.15 0.10 0.10 0.10 0.11 0.11 0.11 Crit Moves: **** Green/CYCle: 0.57 0.57 Volume/Cap: 0.07 0.27 Delay!Veh: 9.8 11.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 9.8 11.2 HCM2kAvg: 1 4 **** 0.57 0.27 11.2 1.00 11.2 4 0.57 0.05 9.7 1. 00 9.7 1 0.57 0.26 11.2 1. 00 11. 2 4 0.57 0.26 11. 2 1. 00 11. 2 4 0.39 0.26 20.6 1. 00 20.6 4 0.39 0.26 20.6 1. 00 20.6 4 0.39 0.26 20.6 1. 00 20.6 4 0.39 0.28 20.8 1. 00 20.8 4 0.39 0.27 20.6 1. 00 20.6 4 0.39 0.27 20.6 1. 00 20.6 4 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -109 MITIG8 - Existing ConditionMon Sep 27, 2004 09:47:41 City of San Bernardino General Plan Existing Conditions AM Peak Page 1-1 Level Of Service Computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ****~*************************************************************************** Average Delay (sec/veh): 1.2 Intersection #27 Harrison Street @ 40th Street ************************~******************************************************* B ( 12.1] Worst Case Level Of Service: ******************************************************************************** Street Name: Harrison Street 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 I! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 49 0 3 0 Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 49 0 3 0 Added Vol: 0 0 0 0 PasserByVol: 0 0 0 0 Initial Fut: 49 0 3 0 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 PHF Volume: 52 0 3 0 Reduct Vol: 0 0 0 0 Final Vol.: 52 0 3 0 Critical Gap Module: Cr it ica 1 Gp: 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 436 xxxx 136 xxxx xxxx xxxxx xxxx xxxx xxxxx 272 Potent Cap.: 554 xxxx 894 xxxx xxxx xxxxx xxxx xxxx xxxxx 1303 Move Cap.: 549 xxxx 894 xxxx xxxx xxxxx xxxx xxxx xxxxx 1303 Volume/Cap: 0.09 xxxx 0.00 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx -----;------1---------------1 I------------~--I 1---------------1 I---------------j Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx x.xxxx xxxx xxxxx S topped De 1 : xxxxx xxxx xxxxx xxxxx xxxx x.xxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 562 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx 0 . 3 xxxxx xxxxx xxxx xxxxx x.xxxx xxxx xxxxx Shrd S t pDe 1 : xxxxx 12. 1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * * * * ApproachDel: 12.1 xxxxxx xxxxxx ApproachLOS: B * * o 1. 00 o o o o 1. 00 0.95 o o o o 1. 00 o o o o 1. 00 0.95 o o o o 1. 00 o o o o 1. 00 0.95 o o o 228 1. 00 228 o o 228 1. 00 0.95 240 o 240 30 1. 00 30 o o 30 1. 00 0.95 32 o 32 14 1. 00 14 o o 14 1. 00 0.95 15 o 15 286 1. 00 286 o o 286 1. 00 0.95 301 o 301 o 1. 00 o o o o 1. 00 0.95 o o o xxxx xxxxx XXX){ xxxxx xxxx xxxxx o . 0 xxxx xxxxx 7 . 8 xxxx xxxxx A * * LT - LTR - RT xxxx 0.0 7.8 A xxxx xxxxx xx.xx xxxxx xxxx xxxxx * * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-II0 Exis~ing Conditions Thu Sep 23, 2004 16:06:29 Page 30~1 Ci~y of San Bernardino General Plan Existing Condi~ions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Sterling Avenue @ Highland Avenue ***********************************~****************~*************************** Cycle (sec): 100 Critical vol. leap. (X): 0.328 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 29.6 Optimal Cycle: 48 Level Of Service: C ***************************************************************~*****t********** Street Name: Sterling Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I~----------~---I 1--------- -----1 I-----------~---I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 68 281 44 57 413 94 43 228 66 95 252 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 281 44 57 413 94 43 228 66 95 252 55 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 72 296 46 60 435 99 45 .240 69 100 265 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 296 46 60 435 99 45 240 69 100 265 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 72 296 46 60 435 99 4S 240 69 100 265 58 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane; 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.55 0.45 1.00 1.64 0.36 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 2792 808 1800 2955 645 ---~-------~I-~-------------I 1---------------1 1---------------11---------------[ Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.03 0.03 0.12 0.05 0.03 0.09 0.09 0.06 0.09 0.09 Crit Moves: **** Green/Cycle: 0.12 VOlume/Cap: 0.33 Delay!Veh: 41.1 User DelAdj: 1.00 AdjDel/veh: 41.1 HCM2kAvg: 2 **** **** **** 0.24 0.34 31.3 1. 00 31.3 4 0.24 0.11 29.4 1. 00 29.4 1 0.24 0.14 29.7 1. 00 29.7 1 0.37 0.33 22.9 1. 00 22.9 5 0.37 0.15 21.2 1. 00 21.2 2 0.22 0.12 31.7 1. 00 31.7 1 0.26 0.33 30.0 1. 00 30.0 4 0.26 0.33 30.0 1. 00 30.0 4 0.17 0.33 37.2 1. 00 37.2 3 0.22 0.42 34.2 1. 00 34.2 5 0.22 0.42 34.2 1. 00 34.2 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-l11 Existing Conditions Thu Sep 23, 2004 16:06:29 page 31-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) *************k****************************************************************** Intersection #29 Waterman Avenue @ Marshall Boulevard *********************~*************************************'********************* Cycle (sec): 100 Critical Vol./Cap. (X): 0.507 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 3.2 Optimal Cycle: 24 Level Of Service: A *************************************~****************************************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------.1 1---------------1 1---------------1 1--- -----------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: >> Count Date: 1 Jan 2003 << Existing AM Peak w pce Base Vol: 7 5~9 3 1 1572 43 10 10 21 8 17 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 7 599 3 1 1572 43 10 10 21 8 17 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 7 631 3 1 1655 45 11 11 22 8 18 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 631 3 1 1655 45 11 11 22 8 18 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 7 631 3 1 1655 45 11 11 22 8 18 15 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.95 0.05 0.50 0.50 1.00 0.32 0.68 1.00 Final Sat.: 1800 3582 18 1800 3504 96 900 900 1800 576 1224 1800 ------------1---------------1 1---------------1 1---------------1 l-----~---------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.18 0.00 0.47 0.47 0.01 0.01 0.01 0.01 0.01 0.01 Crit Moves, **** **** Green/Cycle: 0.86 0.86 0.86 0.86 0.86 0.86 0.10 0.10 0.10 0.10 0.10 0.10 Volume/Cap: 0.00 0,20 0.20 0.00 0.55 0.55 0.12 0.12 0.12 0.15 0.15 0.08 Delay/Veh: 1.0 1.2 1.2 1.0 2.1 2.1 41.3 41.3 41.3 41.5 41.5 41.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1_00 1.00 1.00 AdjDel/Veh: 1.0 1.2 1.2 1.0 2.1 2.1 41.3 41.3 41.3 41.5 41.5 41.0 HCM2kAvg: 0 2 2 0 7 8 1 1 1 1 1 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-112 Existing conditions Thu Sep 23, 2004 16:06:29 Page 32~1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #30 Waterman Avenue @ 36th Street ***********~******************************************************************** Average Delay (sec/veh): 0.7 Worst Case Level Of Service: E[ 37.9] *********~******************************************************~*************** Street Name: Waterman Avenue 36th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~~~~~-------I---------------I I---------~-----I 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module; Existing AM Peak w pee Base Vol: 18 578 0 1 1586 4 3 3 27 0 0 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 578 0 1 1586 4 3 3 27 0 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 19 608 0 1 1669 4 3 3 28 0 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 19 608 0 1 1669 4 3 3 28 0 0 1 ------------1---------------1 1---------------11---------------11---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 xxxxx xxxx 6.9 FollowupTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 I---------------j Capacity Module: Cnflict Vol: 1674 xxxx xxxxx 608 xxxx xxxxx 2016 2320 837 xxxx xxxx 304 Potent Cap.: 388 xxxx xxxxx 980 xxxx xxxxx 35 38 314 xxxx xxxx 698 Move Cap.: 388 xxxx xxxxx 980 xxxx xxxxx 34 36 314 xxxx xxxx 698 Volume/Cap: 0.05 xxxx xxxx 0.00 xxxx xxxx 0.09 0.09 0.09 xxxx xxxx 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0.2 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.3 XY~ xxxx 0.0 Stopped Del; 14.7 xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx 17.6 xxxxx xxxx 10.2 LOS by Move: B * * A * * * * C * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 xxxx xxxxx 0 xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0 . 6 xxxx xxxxx xxxxx xxxx xxxxx Shrd S t pDe 1 : xxxxx xxxx xxxxx xxxxx xxxx xxxxx 129. 5 xxxx xxxxx x.xxxx xxxx xxxxx Shared LOS: * * * * * * F * * * * * ApproachDel: xxxxxx xxxxxx 37.9 10.2 ApproachLOS; * * E B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-113 Existing conditions Thu Sep 23, 2004 16:06:29 Page 33-1 City of San Bernardino General Plan Existing Conditions AM peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Base Volume Alternative) *********~***********~********************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive *************************************~*****************~********~*************** Cycle (see): 100 Critical vol./Cap. (Xi: 0.463 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec!veh): 12.5 Optimal cycle: 0 Level Of Service: B ****************************************************************~*************** Sterling Avenue Lynwood Drive North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green; 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pee Base Vol: 168 77 24 63 187 20 21 115 255 53 130 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 77 24 63 187 20 21 115 255 53 130 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 177 81 25 66 197 21 22 121 268 56 137 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 81 25 66 197 21 22 121 268 56 137 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 177 81 25 66 197 21 22 121 268 56 137 32 -----~------I---------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.82 0.18 0.47 1.38 0.15 0.15 0.85 1.00 0.50 1.22 0.28 Final Sat.: 476 426 92 227 694 76 79 434 580 237 602 142 ------------1---------------1 1---------------1 1---------------1 I-----~---------I Capacity Analysis Module: . VOl/Sat: 0.37 0.19 0.27 0.29 0.28 0.28 0.28 0.28 0.46 0.24 0.23 0.22 Crit Moves: **** **** **** **** Delay!Veh: 13.9 11.7 11.7 12.5 12.1 11.8 11.9 11.9 13.4 11.9 11.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.9 11.7 11.7 12.5 12.1 11.8 11.9 11.9 13.4 11.9 11.5 LOS by Move: B B B B B B B B B B B ApproachDel: 12.9 12.1 12.9 11.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.9 12.1 12.9 11.6 LOS by Appr: B B B B ******************************************************************************** Street Name: Approach; Movement: o 11.2 1.00 11.2 B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-114 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 34-1 ~----------~--~-----------------------------------------------------~~~~~------- city of San Bernardino General plan Existing Conditions AM Peak ----~~~----~------------~--~-----------------------------~-~~~~----------------- Level Of Service computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ***'**********************k************************************t***************** Cycle (see): 100 Critical Vol. /Cap. (xl: 0.156 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec/veh}: 7.8 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Sterling Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 I! 0 0 0 0 11 0 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base vol: 50 2 7 1 0 1 1 60 75. 17 36 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 50 2 7 1 0 1 1 60 75 17 36 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHFVolume: 53 2 7 1 0 1 163 79 1838 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 2 7 1 0 1 1 63 79 18 38 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 53 2 7 1 0 1 1 63 79 18 38 0 ------------1---------------11---------------1 1---- ----------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.76 0.24 0.50 0.00 0.50 0.01 0.44 0.55 0.32 0.68 0.00 Final Sat.: 646 560 174 400 0 400 7 405 507 262 555 0 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.04 0.00 xxxx 0.00 0.16 0.16 0.16 0.07 0.07 xxxx Crit Moves: **** **** **** **** Delay/Veh: 8.6 7.6 7.6 7.3 0.0 7.3 7.5 7.5 7.5 7.6 7.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.6 7.6 7.6 7.3 0.0 7.3 7.5 7.5 7.5 7.6 7.6 LOS by Move: A A A A * A A A A A A ApproaehDel: 8.2 7.3 7.5 7.6 Delay Adj : 1. 00 1. 00 1. 00 1. 00 ApprAdjDel: 8.2 7.3 7.5 7.G LOS by Appr: A A A A ******************************************************************************** o 0.0 1. 00 0.0 * Traffix 7.6.0715 {c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-115 Existing Conditions Thu Sep 23, 2004 16:06:29 'Page 35-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Del Rosa Avenue @ Foothill Drive ******************************~************************************************* Average Delay (sec/veh): 4.6 Worst Case Level Of Service: B[ 11.2] ******************************************************************************** Del Rosa Avenue Foothill Drive North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: >> Count Date: 1 Jan 2003 << Existing AM Peak Base Vol: 0 III 10 121 161 0 0 0 0 47 0 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 III 10' 121 161 0 0 0 0 47 0 95 User Adj: 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 117 11 127 169 0 0 0 0 49 0 100 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 117 11 127 169 0 0 0 0 49 0 100 ------------1--------- -----11---------------1 1---------------11---------------1 Critical Gap Module: Cr i tical Gp: x..xxxx xxx.>: xxxxx 4 . 1 xxxx xxxxx xxxxx xxxx =xx 6 . 4 xxxx 6 . 2 FollowupTim: xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx =xx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 127 XXX)( xxxxx xxxx xxxx xxxxx 546 xxxx 64 Potent Cap.: xxxx xxxx xxxxx 1471 xxxx xxxxx xxxx xxxx =xx 502 xxxx 1006 Move Cap.: xxxx xxxx xxxxx 1471 xxxx xxxxx xxxx xxxx xxxxx 466 xxxx 1006 Volume/Cap: xxxx xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx 0.11 xxxx 0.10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproaehDel: xxxxxx ApproachLOS: * Street Name: Approach: Movement: o . 3 xxxx xxxxx xxxxx xxxx xx.xxx xxxxx xxxx =xx 7 . 7 xxxx xxxxx xxxxx xxxx xxxxx =xx xxxx xxxxx A * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 727 xxxxx o . 3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 8 xxxxx 7 . 7 xxxx xxxxx xxxxx xxxx xxxxx =xx 11. 2 xxxxx A * * * * * * B * xxxxxx xxxxxx 11 . 2 * * B Traffix 7.6.0715 {el 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-116 Existing Conditions Thu Sep Z3, 2004 16:06:29 Page 36-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 30th Street @ Lynwood Drive ******************************************************************************** Average Delay (sec/veh): 9.7 Worst Case Level Of Service: B[ 11.3) ******************************************************************************** Street Name: 30th Street Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1- -------------1 Control: Uncontrolled Uncontrolled Stop sigll Stop Sign Rights: Ignore Include Include Include Lanes; 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 0 0 224 0 0 0 0 94 0 499 88 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 0 0 224 0 0 0 0 94 0 499 88 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 0 0 0 0 99 0 525 93 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 0 0 0 0 99 0 525 93 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.5::x:xxxx 7.1 6.5 xxxxx FoIl owUpT im : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4 . O::x:xxxx 3 . 5 4 . 0 xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cn f I i c t Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx XXX)( 0 xxxxx 49 0 xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx O::x:xxxx 956 0 xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx 956 0 xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx XXX)( 0.00 xxxx 0.55 0.00 xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx 3 . 4 0 . 0 xxxxx S topped De 1 : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx 13 . 3 0 . 0 xx.xxx LOS by Move: * * * * * * * A * B A * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx xxxx xxxx =xx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xx.xxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 0.0 11.3 ApproachLOS: * * A B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F~117 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 37-1 ----------------~-~-~~----------------------------~~----~-~--------------------- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) *********~***********************************************************k~********* Intersection #35 Waterman Avenue @ 40th Street ******************************************************************************** Cycle (see): 100 Critical VOl./Cap. (Xl: 0.637 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 26.1 Optimal Cycle: 36 Level Of Service: C *********~*******************A************************************************** Street Name: Waterman Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 177 211 5 104 1045 69 37 292 288 19 341 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 177 211 5 104 1045 69 37 292 288 19 341 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 186 222 5 109 1100 73 39 307 303 20 359 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 222 5 109 1100 73 39 307 303 20 359 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 186 222 5 109 1100 73 39 307 303 20 359 20 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Lanes: 1.00 1.95 0.05 1.00 1.88 0.12 1.00 1.01 0.99 1.00 1.89 0.11 Final Sat.; 1800 3517 83 1800 3377 223 1800 1812 1788 1800 3410 190 ------------I--~------------I 1---------------11-- ------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.06 0.06 0.06 0.33 0.33 0.02 0.17 0.17 0.01 0.11 0.11 Crit Moves: **** **** **** Green/Cycle: 0.16 0.34 0.34 0.34 0.51 0.51 0.27 0.27 0.27 0.27 0.27 0.27 Volume/Cap: 0.64 0.19 0.19 0.18 0.64 0.64 0.08 0.64 0.64 0.04 0.40 0.40 Delay/veh: 43.7 23.5 23.5 23.6 18.5 18.5 27.6 33.9 33.9 27.3 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.7 23.5 23.5 23.6 18.5 18.5 27.6 33.9 33.9 27.3 30.4 30.4 HCM2kAvg: 6 2 2 2 13 14 1 9 9 0 5 5 ****************************j*************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F~118 Existing Conditions Thu Sep 23, 2004 16:06:29 --------------~~---~------------------------------------------------------------ Page 38-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #36 Waterman Avenue @ 34th Street ********************************~*********************************************** Average Delay {sec/veh]: 0.6 Worst Case Level Of Service: 0 [ 26.2] ******************************************************************************** Street Name: Waterman Avenue 34th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 11 611 1 2 1594 5 1 2 36 1 0 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 11 611 1 .2 1594 5 1 2 36 1 0 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 12 643 1 2 1678 5 1 2 38 1 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 12 643 1 2 1678 5 1 2 38 1 0 2 ------------1---------------] 1---------------1 1---------------1 ]---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 xxxx 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------] 1---------------1 Capacity Module: Cnflict Vol: 1683 xxxx xxxxx 644 xxxx xxxxx 2029 2352 842 1511 xxxx 322 Potent Cap.: 385 xxxx xxxxx 950 xxxx xxxxx 34 36 312 84 XY~ 680 Move Cap.: 385 xxxx xxxxx 950 xxxx xxxxx 33 35 312 69 xxxx 680 Volume/Cap: 0.03 xxxx xxxx 0.00 xxxx xxxx 0.03 0.06 0.12 0.02 xxxx 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.4 Stopped Del: 14.6 xxxx xxxxx 8.8 xxxx xxxxx xxxxx XXXX 18.1 LOS by Move: B * * A * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 35 xxxx xxxxx SharedQueue: xxxxx xxx,x xxxxx xxxxx xxxx xxxxx 0 .3 xXXX xxxxx Shrd StpDel: xxx:xx xxxx xxy.xx xxxxx xxxx xxxxx 119.4 xxxx xxxxx Shared LOS: * * * * * * F * * ApproachDel: xxxxxx xxxxxx 25.9 ApproachLOS: * * D xxxxx xxxx 0 . 0 xxxxx xxxx 10 . 3 * * B LT - LTR - RT 69 xxxx xxxxx o . 0 xxxx xxxxx 58 . 0 xxxx xxxxx F * * 26.2 D Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-119 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 39-1 ------~---~---------------------------------~-------------------------~-----~--- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Waterman Avenue @ Parkdale Avenue *~****************************************************************************** Cyele (see): 100 Critical Vol./Cap. (X): 0.592 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec/veh): 10.4 Optimal Cycle: 27 Level Of service: B *****************************************************************************,*** Street Name: Waterman Avenue Parkdale Avenue Approach: North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 154 404 25 24 1423 88 13 93 124 44 124 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 154 404 25 24 1423 88 13 93 124 44124 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 162 425 26 25 1498 93 14 98 131 46 131 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 425 26 25 1498 93 14 98 131 46 131 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 162 425 26 25 1498 93 14 98 131 46 131 20 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.88 0.12 1.00 1.88 0.12 1.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1800 3390 210 1800 3390 210 1800 771 1029 1800 1800 1800 ------------1---------------1 1---------------1 I----------~----I 1----- ---------1 Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.13 0.01 0.44 0.44 0.01 0.13 0.13 0.03 0.07 0.01 Crit Moves: .*** **** Green/Cycle: 0.75 0.75 0.75 0.75 0.75 0.75 0.21 0.21 0.21 0.21 0.21 0.21 Volume/Cap: 0.12 0.17 0.17 0.02 0.59 0.59 0.04 0.59 0.59 0.12 0.34 0.05 Delay/Veh: 3.6 3.7 3.7 3.3 6.1 6.1 31.1 37.8 37.8 31.8 33.8 31.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 3.6 3.7 3.7 3.3 6.1 6.1 31.1 37.8 37.8 31.8 33.8 31.3 HCM2kAvg: 1 2 2 0 12 11 0 7 7 1 4 0 *********************************************************k*~******************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-120 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 40-1 ----------------------~------~------------~-~---------------------------~--~~~~~ City of San Bernardino General Plan Existing Conditions AM Peak -----------~-----------------~--------------------------~------~---------------- Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Valencia Avenue @ 30th Street *******************************************************************~************* cycle (see): 100 Critical Vo1./cap. (X): 0.233 Loss Time (see): 4 (Y+R ~ 3 see) Average Delay (sec/veh): 14.7 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Valencia Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 65 93 56 10 185 122 42 178 178 102 394 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 93 56 10 185 122 42 178 178 102 394 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.950.95 0.95 0.950.95 0.95 0.950.95 0..95 0.950.95 0.95 PHF Volume: 68 98 59 11 195 128 44 187 187 107 415 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 98 59 11 195 128 44 187 187 107 415 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 68 98 59 11 195 128 44 187 187 107 415 2 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.99 0.01 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 3582 18 ------------1---------------1 1---------------1 1---------------11----------------1 capacity Analysis Module: Vol/Sat: 0.04 0.05 0.03 0.01 0.11 0.07 0.02 0.10 0.10 0.06 0.12 0.12 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** **** 0.46 0.08 15.0 1. 00 15.0 1 0.46 0.12 15.3 1. 00 15.3 0.46 0_07 14.9 1. 00 14.9 1 0.46 0.01 14.5 1. 00 14.5 o 0.46 0.23 16.3 1. 00 16.3 4 0.46 0.15 15.6 1. 00 15.6 2 0.50 0.05 13.0 1. 00 13.0 1 0.50 0.21 14.2 1. 00 14.2 3 0.50 0.21 14 .2 1. 00 14 .2 3 0.50 0.12 13.6 1. 00 13 .6 2 0.50 0.23 14.4 1. 00 14.4 4 0.50 0.23 14.4 1. 00 14.4 4 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Li~ensed to TRANSTECH, WALNUT, CA F-121 Existing conditions Thu Sep 23, 2004 16:06:29 Page 41-1 -----~-~----------------------------~~~----------------------------------------- City of San Bernardino General Plan Existing Conditions AM Peak ---------------------------~---------------~-~------------------------~--------- Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Valencia Avenue @ 40th Street ****~******************************t******************************************** Cycle (see); 100 Critical Vol./Cap. (X): 0.305 Loss Time (sec): 0 (Y+R = 4 see) Average Delay {sec/vehl: 9.9 Optimal Cycle: 0 Level Of Service: A ********************************~**************************~******************** Street Name: Valencia Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 98 0 27 0 0 0 0 248 149 80 243 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 27 0 0 0 0 248 149 80 243 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 103 0 28 0 0 0 0 261 157 84 256 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 0 28 0 0 0 0 261 157 84 256 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 103 0 28 0 0 0 0 261 157 84 256 0 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.25 0.75 0.50 1.50 0.00 Final Sat.: 514 0 617 0 0 0 0 857 558 314 983 0 ------------1---------------[ 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: . Vol/Sat: 0.20 xxxx 0.05 xxxx xxxx xxxx xxxx 0.30 0.28 0.27 0.26 xxxx Crit Moves: **** **** **** Delay/Veh: 10.8 0.0 8.4 0.0 0.0 0.0 0.0 10.1 ~.2 10.2 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.8 0.0 8.4 0.0 0.0 0.0 0.0 10.1 9.2 10.2 9.9 LOS by Move: B * A * * * * B A B A ApproachDel: 10.3 xxxxxx 9.7 10.0 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 10.3 xxxxxx 9.7 10.0 LOS by Appr: B * A B ****************************k**~************************************~~********** o 0.0 1.00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-122 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 42-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps **************************************************~***************************** Cycle (sec): 100 critical Vol./eap. (X): 0.579 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 24.4 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Del Rosa Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes; 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base.Vol: 0 788 125 195 555 0 317 0 432 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 788 125 195 555 0 317 0 432 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 829 132 205 584 0 334 0 455 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 829 132 205 584 0 334 0 455 0 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Final Vol.: 0 829 132 205 584 0 334 0 455 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 180U 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 0,00 2.59 0.41 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 4661 739 1800 3600 0 1800 0 1800 0 0 0 ------------1---------------1 1---------------1 I-------------~-I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.18 0.11 0.16 0.00 0.19 0.00 0.25 0.00 0.00 0.00 Crit Moves; **** **** **** Green/Cycle: 0.00 0.31 0.31 0.20 0.50 0.00 0.44 0.00 0.44 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.58 0.58 0.32 0.00 0.43 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 0.0 29.7 29.7 38.8 14.8 0.0 19.9 0.0 22.4 0.0 0.0 0.0 User DelAdj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.7 29.7 38.8 14.8 0.0 19.9 0.0 22.4 0.0 0.0 0.0 HCM2kAvg: 0 9 9 6 5 0 7 0 11 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -123 Existing conditions Thu Sep 23, 2004 16:06:29 Page 43-1 city of San Berna~dino Gene~al Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Ope~ations Method (Base Volume Alternative) ******************************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WB Ramps **********************************************************~***********~********* Cycle (sec): 100 Critical vol./Cap. (X): 0.795 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 22.8 Optimal Cycle: 57 Level Of Service: C *********************************************************************~********** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 I-------~--~----I 1---------------1 Control: protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 513 679 0 0 519 630 0 0 0 135 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 513 679 0 0 519 630 0 0 0 135 0 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.9~ 0.95 PHF Volume: 540 715 0 0 546 663 0 0 0 142 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 540 715 0 0 546 663 0 0 0 142 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 540 715 0 0 546 663 0 0 0 142 0 106 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3600 0 0 3600 1800 0 0 0 1800 0 1800 ------------1---------------11---------------1 1---------------1 I---~-----------I Capacity Analysis Module: Vol/Sat: 0.30 0.20 0.00 0.00 0.15 0.37 0.00 0.00 0.00 0.08 0.00 0.06 Crit Moves: **** Green/Cycle: 0.38 VOlume/Cap: 0.80 Delay/Veh: 34.2 User DelAdj: 1.00 AdjDeljVeh: 34.2 HCM2kAvg: 17 **** **** 0.84 0.24 1.6 1.00 1.6 2 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.46 0.33 17.1 1.00 17.1 5 0.46 0.80 28.2 1.00 28.2 19 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.10 0.79 64.5 1.00 64.5 6 0.00 0.00 0.0 1.00 0.0 o 0.10 0.59 48.2 1.00 48.2 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-124 Existing Conditions Thu Sep 23, 2004 16:06,29 Page 44-1. City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #42 Sierra Way @ 40th Street ******************************************************************************** Cycle (sec}: 100 Critical Vol./Cap. (X): 0.270 Loss Time (sec): 6 (Y+R = 3 sec} Average Delay {sec/veh}: 19.0 Optimal Cycle: 36 Level Of Service: B ***************************************************************~**************** Street Name: Sierra Way 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 85 117 66 83 206 78 25 380 115 45 411 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 85 117 66 83 206 78 25 380 115 45 411 47 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 123 69 87 217 82 26 400 121 47 433 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 123 69 87 217 82 26 400 121 47 433 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 89 123 69 87 217 82 26 400 121 47 433 49 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 Lanes: 1.00 1.28 0.72 1.00 1.45 0.55 1.00 l.b4 0.46 1.00 1.79 0.21' Final Sat.: 1800 2302 1298 1800 2611 989 1800 2764 836 1800 3231 369 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.05 0.08 0.08 0.01 0.14 0.14 0.03 0.13 0.13 Crit Moves: ~~** **** **~* Green/cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.10 0.53 0.53 0.10 0.53 0.53 Volume/Cap: 0.16 0.17 0.17 0.16 0.27 0.27 0,15 0.27 0.27 0.26 0.25 0.25 Delay/Veh: 25.5 25.5 25.5 25.4 26.4 26.4 41.5 12.8 12.8 42.4 12.6 12.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.5 25.5 25.5 25.4 26.4 26.4 41.5 12.8 12.8 42.4 12.6 12.6 HCM2kAvg, 2 2 2 2 4 4 1 4 4 2 4 4 ***************************************************************~**************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-125 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 45-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Waterman Avenue @ Hospitality Lane ******************************************************************************** Cycle (sec}: 100 Critical vol./eap. (X): 0.715 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh); 30.5 Optimal Cycle: 50 Level Of Service: C ********************************~*********************************************** Street Name: Waterman Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 2 1 0 3 0 1 1 0 1 0 1 2 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: >> Count Date: 1 Jan 2003 << Existing AM Peak Base Vol: 654 852 1186 80 455 236 100 123 224 327 608 9S Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 654 852 1186 80 455 236 100 123 224 327 608 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 688 897 1248 84 479 248 105 129 236 344 640 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 688 897 1248 84 479 248 105 129 236 344 640 100 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 688 897 1248 84 479 248 105 129 236 344 640 100 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.73 0.27 Final Sat.: 3600 3600 3600 1800 5400 1800 1800 1800 1800 3600 3114 486 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.19 0.25 0.35 0.05 0.09 0.14 0.06 0.07 0.13 0.10 0.21 0.21 Crit Moves: **** **** Green/Cycle: 0.45 0.45 0.45 Volume/Cap: 0.42 0.55 0.77 Delaylveh: 18.7 20.4 25.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 18.7 20.4 25.2 HCM2kAvg: 7 10 17 **** **** 0.10 0.47 44.4 1.00 44.4 3 0.10 0.89 60.7 1,00 60.7 8 0.20 0.69 42.7 1.00 42.7 8 0.10 0.58 47.9 1.00 47.9 4 0.18 0.39 36.6 1.00 36.6 4 0.64 0.21 7.7 1.00 7.7 3 0.18 0.52 37.6 1.00 37.6 5 0.27 0.77 37.5 1.00 37.5 12 0.27 0.77 37.5 1.00 37.5 12 ***********************~******************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-126 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 46-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Hospitality Lane @ carnegie Drive **************************************************************************~***** Cycle (sec): 100 critical Vol./Cap. (X): 0.536 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 27.0 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Hospitality Lane Carnegie Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 883 236 66 18 49 27 278 459 115 102 170 28 Growth Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 883 236 66 18 49 27 278 459 115 102 170 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 929 248 69 19 52 28 293 483 121 107 179 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 929 248 69 19 52 28 293 483 121 107 179 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 929 248 69 19 52 28 293 483 121 107 179 29 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.72 0.28 Final Sat.: 3600 1800 1800 1800 3600 1800 1800 3600 1800 1800 3091 509 ----;-------I---------~-----I I---~-----------I 1---------------1 I-------~-------I Capacity Analysis Module: Vol/Sat: 0.26 0.14 0.04 0.01 0.01 0.02 0.16 0.13 0.07 0.06 0.06 0.06 Crit Moves: **** Green/Cycle: 0.44 Volume/Cap: 0.58 Delay/veh: 21.4 User DelAdj: 1.00 AdjDel/veh: 21.4 HCM2kAvg: 11 **** --A.*** **** 0.44 0.31 18.1 1. 00 18.1 5 0.44 0.09 16.3 1. 00 16.3 1 0.10 0.11 41.2 1. 00 41.2 1 0.10 0.14 41.3 1. 00 41.3 1 0.10 0.16 41. 6 1. 00 41.6 1 0.28 0.58 32.9 1. 00 32.9 8 0.28 0.48 30.5 1.00 30.5 7 0.72 0.09 4.2 1.00 4.2 1 0.10 0.60 48.4 1.00 48.4 4 0.10 0.58 45.3 1. 00 45.3 4 0.10 0.58 45.3 1. 00 45.3 4 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-127 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 47-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Tippecanoe Avenue @ Rialto Avenue ********************************************~*********************************** Average Delay (sec/vehl: 2.1 Worst Case Level Of Service: 0 [ 25. 6J **k***************************************************************************** Street Name: Tippecanoe Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----~~-----I---------------I 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 79 488 0 0 740 53 48 0 42 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 488 0 0 740 53 48 0 42 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 83 514 0 0 779 56 51 0 44 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 83 514 0 0 779 56 51 0 44 0 0 0 ------------1---------------1 I-------------~-I 1---------------1 1---------------1 Critical Gap Module: Cr it ieal Gp: 4.1)(XXX xxxxx xxxxx ){XXX =xx 6.8 xxxx 6.9 x.xxxx )(XXX x.xxxx FollowUpTim: 2.2)(XXX xxxx.x xxxxx ){XXX =xx 3.5 xxxx 3.3 xxx.xx xxxx xxxxx ------------I--~------------I 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 i c t Vol: 835 xxxx xxxxx xxxx xxxx xxxxx 1230 xxx.x 4 1 7 xxxx xxxx xxxxx Potent Cap.: 807){XXX xxxxx xxxx){xxx =xx 173 xxxx 590 xxxx xxxx xxxxx Move Cap.: 807 ){XXX xxxxx xxxx)(XXX xxxxx 159 xxxx 590 XXX)( xxxx xxxxx Volume/Cap: 0.10 XXX)( xxxx xxxx XXX)( xxxx 0.32 x..xxx 0.07 xxxx xxxx XXX)( ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0.3 xxxx xxxxx Stopped Del: 10.0 xxxx xxxxx LOS by Move: A * * Movement: LT - LTR - RT Shared Cap.; xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * LT - LTR - RT 1. 3 xxxx 37.8 xxxx E * LT - LTR 0.2 11.6 B - RT xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx x.xxxx xxxxx xxxx x.xxxx * * * * * * LT - LTR - RT xxxx xxxxx xxxxx * xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * * * * 25.6 D xxxxxx XXX)(xx * Trarrix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -128 MITIG8 - Existing ConditionMon Sep 27, 2004 09: 50: 1'9 Page 1~1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave @ Harry Shepard Blvd *************~****************************************************************** Cyele (sec): 100 Critical vol./Cap. (x): 0.482 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 22.7 Optimal Cycle: 48 Level Of Service: C ********************************~*********************************************** Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 0 1 0 1 0 1 0 1 ------------I--~------ -----1 I~--------------I 1---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 3 457 149 37 894 5 0 1 3 261 1 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 457 149 37 894 5 0 1 3 261 1 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 457 149 37 894 5 0 1 3 261 1 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 3 481 157 39 941 5 0 1 3 275 1 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 481 157 39 941 5 0 1 3 275 1 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 3 481 157 39 941 5 0 1 3 275 1 18 ------------1---------------1 1---------------1 1---------------] 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.99 0.01 0.00 0.25 0.75 1.00 1.00 1.00 Final Sat.: 1800 1800 1800 1800 3580 20 0 450 1350 1800 1800 1800 ------------1---------------1 1---------------1 I------------~--] 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.09 0.02 0.26 0.26 0.00 0.00 0.00 0.15 0.00 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.46 0.46 0.10 0.46 0.46 0.00 0.10 0.10 0.26 0.36 0.36 Volume/Cap: 0.02 0.58 0.19 0.22 0.57 0.57 0.00 0.02 0.02 0.58 0.00 0.03 Delayjveh: 40.6 21.1 16.2 42.0 20.4 20.4 0.0 40.6 40.6 34.0 20.4 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 40.6 21.1 16.2 42.0 20.4 20.4 0.0 40.6 40.6 34.0 20.4 20.6 HCM2kAvg: 0 11 3 1 11 12 0 0 0 8 0 0 *****************************************~************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -129 Existing Conditions' Thu Sep 23, 2004 16:06:29 Page 49-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ********~*********************************************************************** Intersection #47 Tippecanoe Avenue @ 3rd Street ******************************************************************************~* Cycle (sec): Loss Time (see): Optimal Cycle: 100 8 (Y+R = 48 Critical Vol./Cap. (X): 3 see) Average Delay (see/veh): Level Of Service: 0.464 26.5 C ******************************************************************************** Street Name; Tippecanoe Avenue 3rd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 49 218 182 15 451 46 39 103 22 370 631 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 218 182 15 451 46 39 103 22 370 631 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 52 229 192 16 475 48 41 108 23 389 664 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 229 192 16 475 48 41 108 23 389 664 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 52 229 192 16 475 48 41 108 23 389 664 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 1.00 1.09 0.91 1.00 1.81 0.19 1.00 1.65 0.35 1.00 2.00 1.00 Final Sat.: 1800 1962 1638 1800 3267 333 1800 2966 634 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.12 0.12 0.01 0.15 0.15 0.02 0.04 0.04 0.22 0.18 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.29 0.29 0.10 0.29 0.29 0.10 0.10 0.10 0.43 0.43 0.43 VOlume/Cap: 0.29 0.40 0.40 0.09 0.50 0.50 0.23 0.37 0.37 0.50 0.43 0.03 Delay/Veh: 42.6 28.9 28.9 41.1 29.9 29.9 42.1 42.7 42.7 21.2 20.1 16.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 28.9 28.9 41.1 29.9 29.9 42.1 42.7 42.7 21.2 20.1 16.4 HCM2kAvg: 2 5 5 0 7 7 1 2 2 9 7 0 **********************************************~********************************* Traffix 7.6.0715 (e) 2003 Dowling A~soc. Licensed lo TRANSTECH, WALNUT, CA F-130 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 50-1 City of San Bernardino General Plan Existing Conditions AM Peak --------------------------~-~----------------------------~--~~~~~--------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street ********************************************~**~***************************~**** Cycle (see): Loss Time (see): Optimal Cycle: 100 8 (Y+R ~ 38 Critical Vol./Cap. (X): 3 see) Average Delay (sec/veh): Level Of Service: 0.454 13.4 B **********************************************************.******~*************** Tippecanoe Avenue Mill Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1-----,---------1 1---------------1 Control: Protected Protected Split Phase split Phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 183 579 0 2 901 183 81 0 133 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 579 0 2 901 183 81 0 133 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 193 609 0 2 948 193 85 0 140 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 609 0 2 948 193 85 0 140 0 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Final Vol.: 193 609 0 2 948 193 85 0 140 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1800 5400 0 1800 3600 1800 1800 1800 1800 1800 1800 0 -----~------I---------------I 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.00 0.00 0.26 0.11 0.05 0.00 0.08 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.24 0.72 0.00 0.10 0.58 0.68 0.10 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.45 0.16 0.00 0.01 0.45 0.16 0.45 0.00 0.23 0.00 0.00 0.00 Delay/Veh: 33.5 4.6 0.0 40.6 12.1 5.6 43.9 0.0 23.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.5 4.6 0.0 40.6 12.1 5.6 43.9 0.0 23.8 0.0 0.0 0.0 HCM2kAvg: 5 2 0 0 8 2 3 0 3 0 0 0 ******************************************************************************** Street Name: Approach: Movement: o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-131 Existing Conditions Thu Sep 23, 2004 16:06;29 Page 51-1 ----------------~------~~---------------------------------~~~----------~-~------ City of San Bernardino General Plan Existing Conditions AM Peak -----------------~-------------------------~---------------~-~--------------~--- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #49 Rancho Avenue @ 5th St/Foothill Blvd ******************************************************************************** Average Delay (sec/veh); 12.8 Worst Case Level Of service: F[119.6] ********************************************y*********************************** Street Name: Rancho Avenue 5th Street/Foothill Boulevard Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 52 0 145 0 0 0 0 1008 96 139 538 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 52 0 145 0 0 0 0 1008 96 139 538 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 55 0 1530 0 0 0 1061 101 146 566 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 55 0 153 0 0 0 0 1061 101 146 566 0 ------------I---~-----------I 1---------------1 1---------------1 1---------------1. Critical Gap Module: Cr i t i ca 1 Gp: 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx Fo 11 owUpT im: 3 . 5 XXX)( 3 . 3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 i c t Vol: 1637 XXX)( 531 xxxx xxxx xxxxx xxxx xxxx =xx 1162 xxxx xxxxx Potent Cap.: 93 xxxx 498 xxxx xxxx xxxxx XXX)()(XXX xxxxx 608 xxxx xxxxx Move Cap.: 76 xxxx 498 xxxx xxxx xxxxx xxxx xxxx xxxxx 608 xxxx xxxxx Volume/Cap: 0.72)(XXX 0.31 xxxx xxxx xxxx XXX)( XXX)( xxxx 0.24 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx =xx xxxxx xxxx =xx 0 . 9 xxxx xxxxx Stopped Del: xxxxx xxxx xxx..'OC xxxxx xxxx xxxxx xxxxx xxxx xxx.xx 12.8 xxxx xxxxx LOS by Move: * * * * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT I,T - LTR - RT Shared Cap.: xxxx 202 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx XXX)( xxxx xxxxx Sha redQueue : =xx 9 . 2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 120 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 119.6 xxxxxx xxxxxx xxxxxx ApproachLOS: F * * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-132 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 52-1 ----------------------------------~~~--------------------~-~~----------~----~--- City of San Bernardino General Plan Existing Conditions AM Peak -----~-----------~-~~~~~------------------------~-~~------------~~~---~~-------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Mount Vernon Avenue @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.520 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 30.4 Optimal Cycle: 48 Level Of Service: C *******************************************************k************************ Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Cont~ol: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 87 297 85 101 586 57 71 363 192 132 199 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 87 297 85 101 586 57 71 363 192 132 199 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume, 92 313 89 106 617 60 75 382 202 139 209 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 313 89 106 617 60 75 382 202 139 209 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 92 313 89 106 617 60 75 382 202 139 209 57 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.82 0.18 1.00 1.31 0.69 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3281 319 1800 2355 1245 1800 3600 1800 ---------~--I---------------I 1---------------1 1---------------1 1---------------[ Capacity Analysis Module: Vol/Sat: 0.05 0.09 0.05 0.06 0.19 0.19 0.04 0.16 0.16 0.08 0.06 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.23 0.36 0.36 0.23 0.31 0.31 0.15 0.23 0.23 VOlume/Cap: 0.51 0.38 0.22 0.26 0.52 0.52 0.18 0.52 0.52 0.52 0.25 0.14 Delay/Veh: 45.1 32.7 31.4 31.8 25.6 25.6 31.2 28.8 28.8 41.2 31.7 30.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 32.7 31.4 31.8 25.6 25.6 31.2 28.8 28.8 41.2 31.7 30.8 HCM2kAvg: 3 4 2 3 8 8 2 8 8 5 3 1 **********************************************************~********************* Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-133 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 53-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Mountain View Ave @ San Bernardino Ave ******************************************************************T********~**** Cycle (sec): 100 Critical Vol./Cap. (X): 0.535 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 12.9 Optimal Cycle: 0 Level Of Service: B ************************************~*********************************~********* Mountain View Ave San Bernardino Ave North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11---------------1 1--- -----------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 193 71 32 2 25 7 3. 87 125 74 345 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 193 71 32 2 25 7 3 87 125 74 345 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 203 75 34 2 26 7 3. 92 132 78 363 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 75 34 2 26 7 3 92 132 78 363 31 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 203 75 34 2 26 7 3 92 132 78 363 31 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.73 0.27 1.00 0.07 0.93 1.00 1.00 1.00 1.00 0.33 1.54 0.13 Final Sat.: 380 140 606 36 447 534 474 509 566 189 903 77 ------------I-----------~---I 1---------------1 1------ --------11---------------1 Capacity Analysis Module: . Vol/Sat: 0.54 0.54 0.06 0.06 0.06 0.01 0.01 0.18 0.23 0.41 0.40 0.40 Crit Moves: **** **** **** **** Delay/Veh: 16.3 16.3 8.6 10.0 10.0 8.9 10.0 10.8 10.5 12.8 12.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.3 16.3 8.6 10.0 10.0 8.9 10.0 10.8 10.5 12.8 12.4 LOS by Move: C C A A A A A B B B B ApproachDel: 15.5 9.7 10.6 12.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.5 9.7 10.6 12.5 LOS by Appr: CAB B ******************************************************************************** Street Name: Approach: Movement: o 12.1 1.00 12.1 B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-134 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 54-1 -------~-----~~~~~--~~~---~-----------------------------~~---------------------- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue *******************~************************************************************ Cycle (see): 110 Critical VOl./Cap.-(x): 0.617 Loss Time (see): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 27.8 Optimal Cycle: 36 Level Of Service: C ************************************~**-***********~***************************** Street Name: Mount Vernon Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------j 1---------------1 1---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module; Existing AM Peak Base Vol: 41 .93 73 75 190 272 433 561 72 60 586 64 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 41 93 73 75 190 272 433 561 72 60 586 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 43.98 77 79 200 286 456 591 76 63 617 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 98 77 79 200 286 456 591 76 63 617 67 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 43 98 77 79 200 286 456 591 76 53 617 67 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 1800 1800 1800 3600 1800 1800 3600 1800 ------------I---~------~----I 1---------------1 1---------------1 I~--------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.04 0.04 0.11 0.16 0.25 0.16 0.04 0.04 0.17 0.04 Crit Moves: Green/Cycle: VOlume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** ***1< **** 0.26 0.09 31.1 1.00 31.1 1 0.26 0.11 31.2 1. 00 31. 2 1 0.26 0.17 31.8 1. 00 31.8 2 0.26 0.17 31.9 1. 00 31. 9 2 0.26 0.43 34.4 1. 00 34.4 6 0.26 0.62 37.5 1. 00 37.5 9 0.41 0.62 27.2 1. 00 27.2 13 0.60 0.27 10.8 1. 00 10.8 5 0.60 0.07 9.4 1. 00 9.4 1 0.09 0.39 48.6 1. 00 48.6 2 0.28 0.62 35.8 1. 00 35.8 10 0.28 0.13 29.9 1. 00 29.9 2 *******************************************************************************k Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-135 Existing Conditions 'Thu Sep 23, 2004 16:06:29 Page 55-1 ---------------------------- -------~-~----------------------------------~~----- City of San Bernardino General Plan Existing Conditions AM Peak -----------------------------------~~--------------------------~--------------~~ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #53 State Street @ Highland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.499 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 8.7 Optimal Cycle: 24 Level Of Service: A ~******************************************************************************* Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~--~--------I---------------I 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 24 24 19 53 44 197 234 1224 26 18 1245 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 14 19 53 44 197 234 1224 26 18 1245 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 25 25 20 56 46 207 246 1288 27 19 1311 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 25 20 56 46 207 246 1288 27 19 1311 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 25 25 20 56 46 207 246 1288 27 19 1311 82 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.71 0.72 0.57 0.55 0.45 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1290 1290 1021 984 816 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 I-------~------~I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.12 0.14 0.36 0.02 0.01 0.36 0.05 Crit Moves: **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.73 0.73 0.73 0.73 0.73 0.73 Volume/Cap: 0.08 0.08 0.08 0.25 0.25 0.50 0.19 0.49 0.02 0.01 0.50 0.06 Delay/Veh: 30.2 30.2 30.2 31.5 31.5 34.1 4.3 5.9 3.7 3_7 5.9 3.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.2 30.2 30.2 31.5 31.5 34.1 4.3 5.9 3.7 3.7 5.9 3.9 HCM2kAvg: 1 1 1 3 3 6 2 8 0 0 9 1 **********************************~***k***************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -136 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 56-1 ----------------------------~-----_._~-~---------------------~---~--------------~ City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Tippecanoe Ave @ Hospitality Lane *******************************************************~*******************.**** Cycle (sec): LOSS Time (see): Optimal Cycle: 100 6 (Y+R = 36 Critical vol./Cap. (X): 3 see) Average Delay (sec/veh): Level Of Service: 0.258 12.2 B ******************************************************************************** Street Name: Tippecanoe Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 145 955 32 2 658 91 56 13 45 52 32 15 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 Initial Bse: 145 955 32 2 658 91 5~ 13 45 52 32 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 153 1005 34 2 693 96 59 14 47 55 34 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 153 1005 34 2 693 96 59 14 47 55 34 16 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 153 1005 34 2 693 96 59 14 47 55 34 16 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.90 0.10 1.00 2.64 0.36 1.00 1.00 1.00 0.62 0.38 1.00 Final Sat.: 3600 5225 175 1800 4744 656 1800 1800 1800 1114 686 1800 ------------1---------------1 1---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.04 0.19 0.19 0.00 0.15 0.15 0.03 0.01 0.03 0.05 0.05 0.01 Crit Moves: **** Green/CYCle: 0,10 0.67 Volume/Cap: 0,42 0.29 Delay/Veh: 43.1 6.8 User DelAdj: 1.00 1.00 AdjDel/Veh: 43.1 6.8 HCM2kAvg: 3 4 **** **** 0,67 0.29 6.8 1. 00 6.8 4 0.10 0.01 40.6 1. 00 40.6 o 0.67 0.22 6.4 1. 00 6.4 3 0.67 0.22 6.4 1. 00 6.4 3 0.17 0.19 35.8 1. 00 35.8 2 0.17 0.04 34.7 1. 00 34.7 o 0.17 0.15 35.5 1. 00 35.5 1 0.17 0.29 36.7 1. 00 36.7 3 0.17 0.29 36.7 1. 00 36.7 3 0.17 0.05 34.7 1. 00 34.7 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-137 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 57-1 ---------------------------------~-~--------------~-~------------------------~-~ City of San Be~nardino General Plan Existing Conditions AM Peak -----------------------------------------------~~---------------~--------------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******~************************************************************************* Intersection #55 Tippecanoe Ave @ San Bernardino Ave ************************~*************************************"****************** Cycle (sec): 120 Critical Vol./Cap. (X):' 0.421 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 33.1 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue San Bernardino Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Prot+Permit prot+permit prot+permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 OIl 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 43 579 82 133 705 74 38 108 60 82 212 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 579 82 133 705 74 38 108 60 82 212 298 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 45 609 86 140 742 78 40 114 63 86 223 314 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 45 609 86 140 742 78 40 114 63 86 223 314 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 45 609 86 140 742 78 40 114 63 86 223 314 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.29 0.71 1.00 1.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 2314 1286 1800 1800 1800 ------------I--------~------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.17 0.05 0.08 0.21 0.04 0.02 0.05 0.05 0.05 0.12 0.17 Crit Moves: .*.. **** **** **** Green/Cycle: 0.08 0.42 0.42 0.08 0.42 0.42 0.08 0.22 0.22 0.22 0.35 0.35 Volume/Cap: 0.30 0.41 0.12 0.93 0.50 0.10 0.27 0.23 0.23 0.22 0.35 0.50 Delay/Veh: 52.9 24.9 21.6 108.4 26.1 21.5 52.5 38.8 38.8 38.9 29.0 30.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel(Veh: 52.9 24.9 21.6 108.4 26.1 21.5 52.5 38.8 38.8 38.9 29.0 30.9 HCM2kAvg: 2 8 2 8 10 2 2 3 3 3 6 9 *****************kk************************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-138 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 58-1 --------------------------------~----------~---~~------------------------------- City of San Bernardino General Plan Existing Conditions AM Peak -------------------------------------------~----~~---------------------~-------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #56 Pepper Avenue @ Valley Boulevard *******************************"************************************************* Cycle (see): 100 Critical Vol./Cap. (xl: 0.746 Loss Time (see); 6 (Y+R = 3 see) Average Delay (sec/veh): 31.2 Optimal Cycle: 4B Level Of Service: C ******************************************************************************** Pepper Avenue Valley Boulevard North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Permitted Permitted RighLS: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 0 1 0 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 168 715 65 34 772 67 56 213 406 129 255 34 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 715 65 34 772 67 56 213 406 129 255 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 177 753 68 36 813 71 59 224 427 136 268 36 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 753 68 36 813 71 59 224 427 136 268 36 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 177 753 68 36 813 71 59 224 427 136 268 36 ------------1---------------11------------ --11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1BOO 1800 1BOO 1BOO 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 1.00 1.83 0.17 O.OB 1.92 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1BOO 3300 300 152 3448 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 I-----------~---I 1-;-------------) 1---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.23 0.23 0.24 0.24 0.04 0.03 0.06 0.24 0.08 0.07 0.02 Crit Moves: **** Green/Cycle: 0.31 0.31 Volume/Cap; 0.32 0.75 Delay/Veh: 26.8 33.6 User DelAdj; 1.00 1.00 AdjDel/Veh: 26.B 33.6 HCM2kAvg: 4 13 Street Name: Approach: Movement: **** **** 0.31 0.75 33.6 1.00 33.6 13 0.32 0.75 33.4 1.00 33.4 14 0.32 0.75 33.4 1.00 33.4 13 0.32 0.12 24.4 1.00 24.4 2 0.32 0.10 24.1 1.00 24.1 1 0.32 0.20 24.9 1.00 24.9. 3 0.32 0.75 35.8 1.00 35.B 13 0.32 0.24 25.3 1.00 25.3 3 0.32 0.23 25.2 1.00 25.2 3 0.32 0.06 23.8 1.00 23.8 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-139 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 59-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ****************************************************~,*************************** Intersection #57 Lena Road @ Mill Street '*********************************************************************j********** cycle (sec}: 100 Critical Vol./Cap. (X): 0.178 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 18.1 Optimal Cycle: 34 Level Of Service: B **********************~********************************************************* Street Name; Lena Road Mill Street Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 0 0 0 33 0 94 140 197 0 0 243 113 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 33 0 94 140 197 0 0 243 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 35 0 99 147 207 0 0 256 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 35 0 99 147 207 0 0 256 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 35 0 99 147 207 0 0 256 119 ------------I~----~---------I 1---------------1 1---------------1 1---------------[ Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.05 0.95 Final Sat.: 0 0 0 1800 0 3600 1800 3600 0 0 3686 1714 -----~----~-I--------------~I 1---------------1 1---------:-----1 I--------------~I Capacity Analysis Module; Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.03 0.08 0.06 0.00 0.00 0.07 0.07 Crit Moves; **** **** **** Green/Cycle: 0.00 0.00 0.00 0.11 0.00 0.11 0.46 0.85 0.00 0.00 0.39 0.39 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 0.25 0.18 0.07 0.00 0.00 0.18 0.18 Delay/veh: 0.0 0.0 0.0 40.9 0.0 41.2 15.9 1.2 0.0 0.0 20.0 20.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 40.9 0.0 41.2 15.9 1.2 0.0 0.0 20.0 20.0 HCM2kAvg: 0 0 0 1 0 2 3 1 0 0 2 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -140 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 60-1 --------~----~~------------------~-------~-----------------------~-------------- City of San Bernardino General Plan Existing Conditions AM Peak ~--~------------------------~-----------------------------------------------*--- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #58 Waterman Avenue @ Barton Road ******************************************************************************** Cycle (see): 100 cr-it ical Vol ./Cap. (X): 0.663 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 25.7 Optimal Cycle: 38 Level Of Service: C ***********************************************~******************************** Street Name: Waterman Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 I! 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 2 34 3 491 16 218 474 1056 43 12 676 346 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 34 3 491 16 218 474 1056 43 12 676 346 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 2 36 3 517 17 229 499 1112 45 13 712 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 36 3 517 17 229 499 1112 45 13 712 364 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 2 36 3 517 17 229 499 1112 4S 13 712 364 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.87 0.08 1.94 0.06 1.00 1.00 1.92 0.08 1.00 2.00 1.00 Final Sat.: 92 1569 138 3486 114 1800 1800 3459 141 1800 3600 1800 -----------~I---------------I 1---------------1 I~--------------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.15 0.15 0.13 0.28 0.32 0.32 0.01 0.20 0.20 Crit Moves: **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.42 0.62 0.62 0.10 0.30 0.30 Volume/Cap: 0.10 0.10 0.10 0.66 0.66 0.57 0.66 0.52 0.52 0.07 0.66 0.68 Delay/Veh: 31.0 31.0 31;0 37.5 37.5 36.5 25.6 11.1 11.1 41.0 32.3 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.0 31.0 31.0 37.5 37.5 36.5 25.6 11.1 11.1 41.0 32.3 34.4 HCM2kAvg: 1 1 1 9 9 7 13 10 10 0 10 11 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-141 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 61-1 ------------------------~~----------------------------------------------------~- City of San Bernardino General Plan Existing Conditions AM Peak ------------~---~------------------------~--~-----------------~~------------~--- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #59 Boulder Avenue @ Highland Avenue **********************************~********************************************* Cycle (see): 120 Critical Vol.ICap. (x): 0.245 Loss Time (see); 8 (Y+R = 3 see) Average Delay (sec/veh): 33.8 Optimal Cycle: 48 Level Of Service: C **************,****************************************************************** Boulder Avenue Highland Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 I--~------------I 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak w pce Base Vol: 135 47 130 68 32 31 42 274 120 56 243 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 47 130 68 32 31 42 274 120 5~ 243 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 49 137 72 34 33 44 288 126 59 256 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 49 137 72 34 33 44 288 126 59 256 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 49 137 72 34 33 44 288 126 59 256 125 ------------1---------------1 1---------------1 1---------------1 I --------------1 Saturation Flow Module: . Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.02 0.98 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 1800 1800 1800 1829 1771 1800 3600 1800 1800 3600 1800 ------------I------~--------I I---------------II-----~---------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.03 0.08 0.04 0.02 0.02 0.02 0.08 0.07 0.03 0.07 0.07 Crit Moves: **** **** **** **** Green/CYCle: 0.24 0.31 0.31 0.16 0.24 0.24 0.23 0.33 0.33 0.13 0.23 0.39 Volume/Cap; 0.33 0.09 0.24 0.24 0.08 0.08 0.11 0.24 0.21 0.24 0.31 0.18 Delay/Veh: 38.5 29.4 31.1 44.3 35.7 35.7 36.6 29.6 29.4 47.1 38.5 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.5 29.4 31.1 44.3 35.7 35.7 36.6 29.6 29.4 47.1 38.5 23.9 HCM2kAvg: 4 1 4 2 1 1 1 4 3 2 4 3 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-142 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 62-1 --------~-----------------------------------------~-~-------------------------~- City of San Bernardino General Plan Existing Conditions AM Peak ---------------------~---------------------------------~~--------------~-------- Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road **************************************************************~***************** Cyele (see): 120 Critical Vol./cap. (X): 0.425 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec!veh): 28.0 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[---------------1 1---------------1 [---------------1 [---------------[ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 66 774 23 44 708 69 132 143 125 _ 67 230 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 774 23 44 708 69 132 143 125 67 230 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 69 815 24 46 745 73 139 151 132 71 242 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 815 24 46 745 73 139 151 132 71 242 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 69 815 24 46 745 73 139 151 132 71 242 80 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 ------------I--------~------[ 1---------------[ [---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.23 0.01 0.03 0.21 0.04 0.08 0.04 0.07 0.04 0.07 0.04 Crit Moves: **** **** **** **** Green/CYCle: 0.08 0.52 0.52 0.08 0.52 0.52 0.18 0.17 0.17 0.17 0.15 0.15 VOlume/Cap: 0.46 0.44 0.03 0.31 0.40 0.08 0.44 0.25 0.44 0.24 0.44 0.29 Delay/Veh: 54.7 18.1 14.1 52.9 17.7 14.5 45.0 43.8 46.1 43.9 46.6 45.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel!Veh: 54.7 18.1 14.1 52.9 17.7 14.5 45.0 43.8 46.1 43.9 46.6 45.S HCM2kAvg: 3 9 0 2 8 1 5 3 5 2 4 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WAL~mT, CA F -143 Existing Conditions Thu Sep 23, 2004 16:06:29 p.age 63-1 ------------------------------~----------------------------------------------~~- City of San Bernardino General Plan Existing Conditions AM Peak ------~-~--------------------------------------------~~------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street *******************************~************************************************ Cycle (see): 120 Critical Vol./Cap. (X): 0.398 Loss Time (see): 8 (Y+R ~ 3 see) Average Delay (sec/veh): 27.5 Optimal Cycle: 48 Level Of Service: C **************************************************~***************************** Street Name: Del Rosa Avenue Third Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 12 41 45 7 189 103 24 204 27 196 907 11 Growth Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 41 45 7 189 103 24 204 27 196 907 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 43 47 7 199 108 25 215 28 206 955 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 O' 0 Reduced Vol: 13 43 47 7 199 108 25 215 28 206 955 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 43 47 7 199 108 25 215 28 206 955 12 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.29 0.71 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 1800 1800 1800 2330 1270 1800 3600 1800 1800 3600 1800 ------------I-~-------------l 1---------------1 I---~-----------I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.02 0.03 0.00 0.09 0.09 0.01 0.06 0.02 0.11 0.27 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.14 0.14 0.14 0.19 0.19 0.08 0.08 0.08 0.58 0.58 0.58 Volume/Cap: 0.08 0.18 0.19 0.03 0.46 0.46 0.17 0.72 0.19 0.20 0.46 0.01 Delay/Veh: 51.0 46.2 46.3 45.1 43.9 43.9 51.7 61.6 51.8 12.1 14.6 10.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.0 46.2 46.3 45.1 43.9 43.9 51.7 61.6 51.8 12.1 14.6 10.7 HCM2kAvg: 0 1 2 0 5 5 1 5 1 4 10 0 **************************************************************i***************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -144 Existing Conditions Thu Sep 23; 2004 16:06:29 Page 64-1 --------------------------------~~-----------------~~~-------------------------~ City of San Bernardino General Plan Existing Conditions AM Peak --------------------------------~----------------~--~--------------------------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way ~*******************~************************************************************ Cycle (see): 100 Critical voL/cap. (Xl: 0.358 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (see/veh): 19.6 Optimal Cycle: 48 Level Of Service: B ***************************************************************~**************** Waterman Avenue Vanderbilt Way North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 .Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 11 0 0 1 1 0 0 1 ------------1---------------1 1---------------11---------------11---------------1 'Volume Module: Existing AM Peakl .Base Vol: 37 724 237 161 752 21 8 1 14 32 3 130 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 724 237 161 752 21 8 1 14 32 3 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 - PHF Volume: 39 762 249 169 792 22 8 1 15 34 3 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 762 249 169 792 22 8 1 15 34 3 137 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 39 762 249 169 792 22 8 1 15 34 3 137 ------------1---------------1 1---------------1 1------- -------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.92 0.08 0.35 0.04 0.61 1.83 0.17 1.00 Final Sat.: 1800 3600 1800 1800 5253 147 626 78 1096 3291 309 1800 ------------I--~------------I I----~----------I I-~------~------I I-~-------------I capacity Analysis Module: Vol/Sat: 0.02 0.21 0.14 0.09 0.15 0.15 0.01 0.01 0.01 0.01 0.01 0.08 Crit Moves: **** **** *~** **** Green/Cycle: 0.10 0.45 0.45 0.20 0.56 0.56 0.10 0.10 0.10 0.16 0.16 0.16 Volume/Cap: 0.22 0.47 0.30 0.47 0.27 0.27 0.13 0.13 0.13 0.06 0.06 0.47 Delay/Veh: 42.0 19.1 17.5 36.1 11.6 11.6 41.4 41.4 41.4 35.4 35.4 39.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.019.1 17.5 36.111.6 11.6 41.441.4 41.4 35.435.4 39.1 HCM2kAvg: 1 8 5 5 4 4 1 1 1 0 1 4 ***************************************************************~~*************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-145 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 65-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #63 Del Rosa Avenue @ Date Street ******************************************************************************** Cycle 1sec): 110 Critical Vol./Cap. (X): 0.380 Loss Time (sec): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 20.0 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Del Rosa Avenue Date Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control, Prot+Permit prot+permit Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base vol: 21 638 23 134 781 74 150 33 26 .28 28 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 21 638 23 134 781 74 150 33 26 28 28 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 22 672 24 141 822 78 158 35 27 29 29 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 672 24 141 822 78 158 35 27 29 29 141 PCE Adj; 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 22 672 24 141 822 78 158 35 27 29 29 141 ------------1---------------11--------------- 11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 18001800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.83 0.17 1.00 0.56 0.44 0.50 0.50 1.00 Final Sat.: 1800 3475 125 1800 3288 312 1800 1007 793 900 900 1800 ------------1---------------1 1---------------1 1---------------1.1---------------) Capacity Analysis Module, Vol/Sat: 0.01 0.19 0.19 0.08 0.25 0.25 0.09 0.03 0.03 0.03 0.03 0.08 Crit Moves: **** **** **** Green/Cycle: 0.09 0.63 0.63 0.09 0.63 0.63 0.22 0.22 0.22 0.22 0.22 0.22 Volume/Cap: 0.14 0.31 0.31 0.86 0.40 0.40 0.40 0.16 0.16 0.15 0,15 0.35 Delay/veh; 46.4 9.3 9.3 83.8 10,0 10.0 37.0 34.5 34.5 34.5 34.5 36.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 9.3 9.3 83.8 10.0 10.0 37.0 34.5 34.5 34.5 34.5 36.5 HCM2kAvg: 1 5 5 7 7 8 5 2 2 2 2 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-146 Existing Conditions Thu Sep 23, 2004 16:06:29 Page'66-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Waterman Avenue @ Highland Avenue **********************************~********************************************* Cycle (sec): 120 Critical Vo1./Cap. (X): 0.482 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 36.9 Optimal Cycle: 48 Level Of Service: D ******************************************************~************************* Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 125 225 88 230,731 103 56 383 213 104 407 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 225 88 230 731 103 56 383 213 104 407 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 132 237 93 242 769 108 59 403 224 109 428 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 132 237 93 242 769 108 59 403 224 109 428 41 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 132 237 93 242 769 108 59 403 224 109 428 41 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.83 0.17 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 3285 315 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.05 0.13 0.21 0.06 0.03 0.11 0.12 0.06 0.13 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.08 0.08 0.50 0.44 0.44 0.08 0.27 0.27 0.08 0.27 0.27 VOlume/Cap: 0.49 0.79 0.62 0.27 0.49 0.14 0.39 0.42 0.47 0.73 0.49 0.49 Delay/Veh: 48.3 67.1 60.7 17.4 24.6 20.4 53.8 36.7 37.7 70.3 37.6 37.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.3 67.1 60.7 17.4 24.6 20.4 53.8 36.7 37.7 70.3 37.6 37.6 HCM2kAvg: 5 6 4 5 10 2 2 6 7 6 8 8 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-147 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 67-1 -------~-~----------~---------------------------~---~--------------------------- City of San Bernardino General Plan Existing Conditions AM Peak ---------------------------~-------------------------~~~~----------------------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ************************************************************~******************* Intersection #65 E Street @ Orange Show Road ***************************************************************************~**** Cycle (see): Loss Time (sec): Optimal cycle: 120 8 (Y+R = 48 Critical Vol.ICap. (X): 3 sec) Average Delay (sec/yeh); Level Of Service; 0.423 27.2 C *,******************************************************************************* E Street Orange Show Road North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 120 162 89 29 177 100 226 548 419 86 248 31 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 162 89 29 177 100 226 548 419 86 248 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 126 171 94 31 186 105 238 577 441 91 261 33 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 171 94 31 186 105 238 577 441 91 261 33 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 126 171 94 31 186 105 238 577 441 91 261 33 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.29 0.71 2.00 2.00 1.00 2.00 1.13 0.87 2.00 2.00 1.00 Final Sat.; 3600 2324 1276 3600 3600 1800 3600 2040 1560 3600 3600 1800 ~-----------I---------------I 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.07 0.07 0.01 0.05 0.06 0.07 0.28 0.28 0.03 0.07 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.10 0.10 0.10 0.12 0.48 0.37 0.65 0.65 0.08 0.37 0.47 Volume/Cap: 0.42 0.73 0.73 0.08 0.44 0.12 0.18 0.44 0.44 0.30 0.20 0.04 Delay/Veh: 53.2 59.5 59.5 49.0 49.9 17.0 25.9 10.5 10.5 52.3 26.1 17.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.2 59.5 59.5 49.0 49.9 17.0 25.9 10.5 10.5 52.3 26.1 17.4 HCM2kAvg: 3 6 6 1 4 2 3 9 9 2 3 1 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-148 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 68-1 ---~-----------------------------------------------------~------------------~--- City of San Bernardino General Plan Existing conditions AM Peak ----~--------------------------~------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ~******************************************************************************* Intersection #66 E Street @ 2nd Street ***********"***********************************************************t********* Cycle (see): Loss Time (see): Optimal Cycle: 110 8 (Y+R = 48 Critical vol. leap. (X): 3 see) Average Delay (sec/veh); Level Of Service; 0.505 24.3 C ************************************************~******************************* E Street 2nd Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ----------- 1---------------11---------------1 1---------------1 1---------------1 Control: Protected Protected Protected P~otected Rights: Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 27 135 51 20 158 48 226 1185 31 37 281 18 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1~00 1.00 Initial Bse: 27 135 51 20 158 48 226 1185 31 37 281 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume; 28 142 54 21 166 51 238 1247 33 39 ~96 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 142 54 21 166 51 238 1247 33 39 296 19 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 142 54 21 166 51 238 1247 33 39 296 19 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.95 0.05 1.00 2.82 0.18 Final Sat.; 1800 1800 1800 1800 3600 1800 1800 3508 92 1800 5075 325 ------------1---------------[1---------------1 1---------------1 I---c-----------I capacity Analysis Module: Vol/Sat: 0.02 0.08 0.03 0.01 0.05 0.03 0.13 0.36 0.36 0.02 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.14 0.14 0.09 0.11 0.72 0.61 0.61 0.61 0.09 0.09 0.09 VOlume/Cap: 0.14 0.58 0.22 0.13 0.41 0.04 0.22 0.58 0.58 0.24 0.64 0.64 Delay/Veh: 44.3 48.2 42.8 46.3 46.0 4.3 9.7 13.4 13.4 47.2 51.1 51.1 User De1Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 48.2 42.8 46.3 46.0 4.3 9.7 13.4 13.4 47.2 51.1 51.1 HCM2kAvg: 1 5 2 1 3 0 4 13 13 1 5 5 ******************************************************************************** Street Name; Approach, Movement: Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-149 Existing Conditions Thu Sep 23, 2004 16;06:29 Page 69-1. -------------------~------------------------------------------------------------ City of San Bernardino General Plan Existing Conditions AM Peak ----------------~----~-~--------------------~-------------~--------------~------ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #67 State Street @ Baseline Street ***************************************~*************************************x** Cyele (see): Loss Time (see): Optimal Cycle: 100 6 (Y+R = 36 Critical Vol./Cap. (Xl: 3 see) Average Delay (sec/veh): Level Of Service: 0.480 15.4 B ***************************************************************~**************** Street Name: State Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volum~ Module: Existing AM Peak Base Vol, 20 0 232 0 0 0 0 813 14 338 515 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 20 0 232 0 0 0 0 813 14 338 515 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 21 0 244 0 0 0 0 856 15 356 542 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 0 244 0 0 0 0 856 15 356 542 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 21 0 244 0 0 0 0 856 15 356 542 0 ------------1---------------1 1---------------1 1---------------1 I------------~--I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.97 0.03 1.00 2.00 0.00 Final Sat.: 1800 0 1800 0 0 0 0 3539 61 1800 3600 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.14 0.00 0.00 0.00 0.00 0.24 0.24 0.20 0.15 0.00 Crit Moves: **** **** **** Green/cycle: 0.10 0.00 0.48 0.00 0.00 0.00 0.00 0.46 0.46 0.38 0.84 0.00 VOlume/Cap: 0.12 0.00 0.28 0.00 0.00 0.00 0.00 0.52 0.52 0.52 0.18 0.00 Delay/Veh: 41.3 0.0 16.0 0.0 0.0 0.0 0.0 19.4 19.4 24.9 1.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.3 0.0 16.0 0.0 0.0 0.0 0.0 19.4 19.4 24.9 1.5 0.0 HCM2kAvg, 1 0 4 0 0 0 0 10 11 9 2 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -150 Existing Conditions Thu Sep 23, 2004 16-:06:29 Page 70-1 ------------------------------~~~---~---------------~--------------------------- City of San Bernardino General Plan Existing conditions AM Peak -------------------------------------~-~-------------------------------~----~-~- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #68 Kendall Drive @ 40th Street ********~*************************************-********************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.169 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 21.7 Optimal Cycle: 48 Level Of Service: C ***************************~****,*******************************~**************** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol. 3 204 1 187 401 57 59 12 10 8 8 263 Growth Adj: 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Initial Bse: 3 204 1 187 401 57 59 12 10 8 8 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 3 215 1 197 422 60 62 13 11 8 8 277 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 215 1 197 422 60 62 13 11 8 8 277 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 3 215 1 197 422 60 62 13 11 8 8 277 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 1.00 1.09 0.91 1.00 1.00 1.00 Final Sat.: 1800 3582 18 1800 3600 1800 1800 1964 1636 1800 1800 1800 ------------I--------------~I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.06 0.11 0.12 0.03 0.03 0.01 0.01 0.00 0.00 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.08 0.08 0.59 0.59 0.59 0.17 0.13 0.13 0.13 0.08 0.68 Volume/Cap: 0.02 0.72 0.72 0.18 0.20 0.06 0.20 0,05 0.05 0.04 0.06 0.23 Delay/Veh: 50.6 61.8 61.8 11.3 11.3 10.3 42.7 45.9 45.9 45.8 50.7 7.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.6 61.8 61.8 11.3 11.3 10.3 42.7 45.9 45.9 45.8 50.7 7.6 HCM2kAvg: 0 5 5 3 3 1 2 0 0 0 0 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-151 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 71-1 -----------~--------------------------------~-----------------~----------------- City of San Bernardino General Plan Existing Conditions AM Peak ~----~-~------------------------------------------------~~---------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #69 Mount Vernon Avenue @ Baseline Street ***********************************~*************************************~****** Cycle (sec): Loss Time (sec): Optimal Cycle; 100 6 (Y+R = 36 Critical Vol./cap. (xl: 3 see) Average Delay (sec/veh): Level Of Service: 0.458 20.1 C ******************************************************************************** Street Name; Mount Vernon Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 71 236 58 75 390 60 51 797 102 61 471, 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 71 236 58 75 390 60 51 797 102 61 471 40 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 248 61 79 411 63 54 839 107 64 496 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 248 61 79 411 63 54 839 107 64 496 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 248 61 79 411 63 54 839 107 64 496 42 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane; 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.73 0.27 1.00 1.77 0.23 1.00 1.84 0.16 Final Sat.: 1800 2890 710 1800 3120 480 1800 3192 408 1800 3318 282 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.04 0.13 0.13 0.03 0.26 0.26 0.04 0.15 0.15 Crit Moves: **** **** **** Green/Cycle; 0.28 0.28 0.28 0.28 0.28 0.28 0.10 0.56 0.56 0.10 0.56 0.56 Volume/Cap: 0.15 0.31 0.31 0.16 0.47 0.47 0.30 0.47 0.47 0.36 0.27 0.27 Delay/Veh: 27.2 28.5 28.5 27.2 30.2 30.2 42.7 13.3 13.3 43.2 11.5 11.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.2 28.5 28.5 27.2 30.2 30.2 42.7 13.3 13.3 43.2 11.5 11.5 HCM2kAvg: 2 4 4 2 6 6 2 9 9 2 4 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANST8CH, WALNUT, CA F-152 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 72-1 ------------------------~---~~~---------------------------------------~-~------- City of San Bernardino General plan Existing Conditions AM Peak ----------------~----------------------------------~----------------- ---------- Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #70 Waterman Avenue @ Mill Street ******************************************~*************************************- Cycle (sec): Loss Time (see): Optimal Cycle: 120 8 (Y+R = 48 Critical Vol. /cap. (Xl: 3 sec) Average Delay .(secfveh) : Level Of Service: 0.354 29.8 C ******************************************************************************** Street Name: Waterman Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 93 565 172 60 673 93 109 216 103 109 168 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 565 172 60 673 93 109 216 103 109 168 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 98 595 181 63 708 98 115 227 108 115 177 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 595 181 63 708 98 115 227 108 115 177 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 98 595 181 63 708 98 115 227 108 115 177 55 ------------1---------------1 1---------------.1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.30 0.70 1.00 2.64 0.36 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 4140 1260 1800 4744 656 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 I---~-----------I Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.14 0.04 0.15 0.15 0.06 0.06 0.06 0.06 0.05 0.03 Crit Moves: **** **** **** **** Green/cycle: 0.15 0.49 0.49 0.08 0.42 0.42 0.18 0.18 0.18 0.18 0.18 0.18 VOlume/Cap: 0.35 0.29 0.29 0.42 0.35 0.35 0.36 0.35 0.34 0.35 0.27 0.17 Delay/Veh: 46.2 18.2 18.2 54.2 23.7 23.7 43.9 43.6 43.7 43.8 42.8 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 18.2 18.2 54.2 23.7 23.7 43.9 43.6 43.7 43.8 42.8 41.9 HCM2kAvg: 3 6 6 3 7 7 4 4 4 4 3 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-153 Existing Conditions Thu Sep 23, 2004 16:06':29 Page 73-1 -------------------------------------------------~------------------------------ City of San Bernardino General Plan Existing Conditions AM Peak -------------------------------~--------------~----~~~-------------------------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #71 E Street @ 30th Street ***********~******************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.476 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 24 Level Of Service: B ****************************.**************************************************** Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[---------------1 1---------------1 [---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 58 386 69 69 234 628 124 105 79 115 306 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 58 386 69 69 234 628 124 105 79 115 306 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 406 73 73 246 661 131 III 83 121 322 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 406 73 73 246 661 131 111 83 121 322 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 406 73 73 246 661 131 111 83 121 322 40 ------------[---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.70 0.30 1.00 1.00 1.00 1.00 1.14 0.86 1.GO 2.00 1.00 Final Sat.: 1800 3054 546 1800 1800 1800 1800 2054 1546 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.13 0.04 0.14 0.37 0.07 0.05 0.05 0.07 0.09 0.02 Crit Moves: **** **** Green/Cycle: 0.77 0.77 0.77 0.77 0.77 0.77 0.19 0.19 0.19 0.19 0.19 0.19 Volume/Cap: 0.04 0.17 0.17 0.05 0.18 0.48 0.39 0.29 0.29 0.36 0.48 0.12 Delay/Veh: 2.7 3.0 3.0 2.7 3.0 4.3 36.3 35.1 35.1 36.0 36.7 33.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 2.7 3.0 3.0 2.7 3.0 4.3 36.3 35.1 35.1 36.0 36.7 33.9 HCM2kAvg: 0 2 2 1 2 8 4 3 3 3 5 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-154 MITIG8 - Existing ~onditionMon Sep 27/ 2004 09:51:50 Page 1-1 ~--~~------------------------------~------------------------------------------~- City of San Bernardino General Plan Existing Conditions AM Peak --------~~-~-------------------------------------------------------~------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #72 Ohio Avenue @ Palm Avenue *****************************************************************************~** Average Delay (seclveh): 7.7 Worst Case Level Of Service: A[ 9.9] ******************************************************************************** Street Name: Ohio Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 59 1 0 Growth Adj: 1.00 1.00 1.00 Initial Ese: 59 1 0 Added vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 59 1 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 0.95 0.95 0.95 PHF Volume: 62 1 0 Reduct Vol: 0 0 0 Final Vol.: 62 1 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------1---------------1 1---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 20 xxxx xxxxx xxxx xxxx xxxxx 144 129 4 173 145 1 Potent Cap.: 1609 xxxx xxxxx xxxx xxxx xxxxx 829 765 1085 795 750 1089 Move Cap. : 1609 xxxx xxxxx xxxx xxxx xxxxx 780 734 1085 719 720 1089 Volume/cap: 0.04 xxxx xxxx xxxx xxxx xxxx 0.01 0.04 0.04 0.00 0.04 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0.1 xxxx xxxxx Stopped Del: 7.3 xxxx xxxxx LOS by Move: A * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue: 0.1 xxxx xxxxx Shrd StpDel: 7.3 xxxx xxxxx Shared LOS: A * * ApproachDel: xxxxxx ApproachLOS: * o 1. 00 o o o o 1. 00 0.95 o o o 4 1. 00 4 o o 4 1. 00 0.95 4 o 4 15 1. 00 15 o o 15 1. 00 0.95 16 o 16 11 1. 00 11 o o 11 1. 00 0.95 12 o 12 25 1. 00 25 o o 25 1. 00 0.95 26 o 26 42 1. 00 42 o o 42 1. 00 0.95 44 o 44 xxxxx xxxx xxxxx xxxxx xxxx 0 . 1 xxxxx xxxx =xxx =xxx xxxx 8 . 5 * * * * * A LT - LTR - RT LT - LTR - RT xxxx xxxx =xxx 748 xxxx xxxxx o . 0 xxxx =xxx 0 . 2 xxxx xxxxx o . 0 xxxx xxxxx 10 . 1 xxxx xxxxx A * * B * * xxxxxx * 1 1. 00 1 o o 1 1. 00 0.95 1 o 1 24 1. 00 24 o o 24 1. 00 0.95 25 o 25 4 1. 00 4 o o 4 1. 00 0.95 .4 o 4 xxxxx xxxx 0 . 0 xxxxx xxxx 8 . 3 * * A LT - LTR - RT 720 xxxx xxxxx o . 1 xxxx xxxxx 10 . 2 xxxx xxxxx B * * 9.2 A 9.9 A Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -155 Existing Conditions Thu Sep 23, 2004 16:06:29 Page 75-1 ------------------------------------------------------------------------------~- City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #73 Victoria Avenue @ Highland Avenue ***********************************************~******************************** Cycle (see): 120 Critical vol./eap. (xl: 0.602 Loss Time (see): 8 (Y+R ~ 4 see) Average Delay (sec/veh): 36.1 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Victoria Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 0 1 1 0 11 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 152 243 41 81 271 231 .320 469 140 68 380 258 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 243 41 81 271 231 320 469 140 68 380 258 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 160 256 43 85 285 243 337 494 147 72 400 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 256 43 85 285 243 337 494 147 72 400 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 256 43 85 285 243 337 494 147 72 400 272 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 xxxx 1.00 1.00 1.54 0.46 1.00 2.00 1.00 Final Sat.; 1800 1800 1800 1800 xxxx 1800 1800 2772 828 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.02 0.05 0.01 0.14 0.19 0.18 0.18 0.04 0.11 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.29 0.29 0.08 0.22 0.22 0.31 0.48 0.48 0.08 0.25 0.25 Volume/Cap; 0.60 0.49 0.08 0.57 0.06 0.60 0.60 0.37 0.37 0.48 0.44 0.60 Delay/Veh: 51.7 36.1 31.2 58.0 36.6 44.3 36.9 20.0 20.0 54.9 38.3 42.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 51.7 36.1 31.2 58.0 36.6 44.3 36.9 20.0 20.0 54.9 38.3 42.0 HCM2kAvg: 6 8 1 4 1 9 11 7 7 3 6 9 ******************************************************************************** F-156 Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to. TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 76-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #74, Palm Avenue @ Highland Avenue . ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 8 (Y+R ~ 48 Critical Vol./Cap. (Xl: 3 see) Average Delay (sec/veh): Level Of service: 0.288 35.8 D ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------I---~-----------I 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 111 58 87 50 76 97 70 271 121 72 323 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 58 87 50 76 97 70 271 121 72 323 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.9.5 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 117 61 92 53 80 102 74 285 127 76 340 S2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 61 92 53 80 102 74 285 127 76 340 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 117 61 92 53 80 102 74 285 127 76 340 52 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.44 0.56 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 1800 1800 1800 791 1009 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.05 0.03 0.10 0.10 0.04 0.08 0.07 0.04 0.09 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.23 0.23 0.23 0.35 0.35 0.14 0.23 0.23 0.23 0.33 0.33 Volume/Cap: 0.29 0.15 0.22 0.13 0.29 0.29 0.29 0.34 0.30 0.18 0.29 0.09 Delay/Veh: 49.2 36.8 37.6 36.6 28.4 28.4 46.7 38.4 38.2 36.9 30.1 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.2 36.8 37.6 36.6 28.4 28.4 46.7 38.4 38.2 36.9 30.1 28.0 HCM2kAvg: 2 2 3 2 5 5 3 4 4 2 5 1 **********************************************k********************************* F-157 Traffix 7.6.0715 {c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 77-1 -----------------------c-------~___~___________________~~~________~________~____ City of San Bernardino General Plan Existing Conditions AM Peak ----------------------------~------~----------------------~~-~--------------~~-- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) **********************~********************************************************* Intersection #75 SR-30 ~B Ramps @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critical Vol./Cap. (X): 0.390 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 17.3 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: SR-30 EB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 -~-~--------I---------------I 1---------------1 1---------------1 1---------------1 Volume Module, Existing AM peak Base Vol: 0 0 0 851 0 146 0 288 0 0 434 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 851 0 146 0 288 0 0 434 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.950.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 896 0 154 0 303 0 0 457 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 896 0 154 0 303 0 0 457 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 896 0 154 0 303 0 0 457 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 j600 0 j600 0 3600 0 0 3600 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.00 0.00 0.00 0.25 0.00 0.04 0.00 0.08 0.00 0.00 0.13 0.00 Crit Moves: **** **** Green/CyCle: 0.00 0.00 0.00 0.64 0.00 0.64 0.00 0.33 0.00 0.00 0.33 0.00 Volume/Cap: 0.00 0.00 0.00 0.39 0.00 0.07 0.00 0.26 0.00 0.00 0.39 0.00 Delay/Veh: 0.0 0.0 0.0 9.7 0.0 7.5 0.0 27.4 0.0 0.0 28.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 9.7 0.0 7.5 0.0 27.4 0.0 0.0 28.9 0.0 HCM2kAvg: 0 0 0 7 0 1 0 4 0 0 6 0 ******************************************************************************** F-158 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 78-1 -------------------------~~-~-~-----------------------------------~~~----------- City of San Bernardino General Plan Existing Conditions AM Peak ---------~--~--------------------------~--------------~--------------- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ***************************************************~**************************** Intersection #76 SR-30 WB Ramps @ Highland Avenue **************,****************************************************************** Cycle (see), Loss Time (sec): Optimal Cycle: 110 6 (Y+R = 36 Critical Vol./eap. (X): 3 see) Average Delay (sec/veh): Level Of Service: 0.385 15.7 B **************~***************************************************************** Street Name: SR-30 WB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control, Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 0 10 10 10 0 0 10 10 Lanes: 2 0 0 1 0 1 0 0 0 lID 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------1 I----~----------I 1---------------1 Volume Module: Existing AM Peak . Base Vol: 243 1 169 2 0 9 8 783 0 0 893 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 243 1 169 2 0 9 8 783 0 0 893 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0Q 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 '0.95 0.95 0.95 PHF Volume, 256 1 178 2 0 9 8 824 0 0 940 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 1 178 2 0 9 8 824 0 0 940 9 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 256 1 178 2 0 9 8 824 0 0 940 9 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 0.01 0.99 1.00 0.00 1.00 1:00 2.00 0.00 0.00 1.98" 0.02 Final Sat.: 3600 11 1789 1800 0 1800 1800 3600 0 0 3564 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.00 0.00 0.01 0.00 0.23 0.00 0.00 0.26 0.26 Crit Moves: **** **** Green/Cycle: 0.23 0.23 0.23 Volume/Cap: 0.30 0.42 0.42 Delay/Veh: 35.0 36.5 36.5 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 35.0 36.5 36.5 HCM2kAvg: 4 3 5 **** 0.09 0.01 45.5 1.00 45.5 o 0.00 0.00 0.0 1.00 0.0 o 0.09 0.06 45.8 1.00 45.8 o 0.62 0.01 8.0 1.00 8.0 o 0.62 0.37 10.4 1.00 10.4 7 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.62 0.42 10.9 1.00 10.9 8 0.62 0.42 10.9 1.00 10.9 8 **************************j***************************************************** F-159 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 79-1 -------------------------------------~---~--~----------------------------~------ City of San Bernardino General plan Existing Conditions AM Peak --------------------------------~~----------------------------------------~------ Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) *******************;************************************************************* Intersection #77 Arden Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 120 Critical Vol. leap . (Xl: 0.687 Loss Time (see): 10 (Y+R = 3 sec) Average Delay (see/veh): 39.1 Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Street Name: Arden Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 O' 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 248 145 79 36 284 329 111 683 285 159 878 101 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 145 79 36 284 329 111 683 285 159 878 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 261 153 83 38 299 346 117 719 300 167 924 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 261 153 83 38 299 346 117 719 300 167 924 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Final Vol.: 261 153 83 38 299 346 117 719 300 167 924 106 ------------I--------------~I 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane, 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.29 0.71 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.690.31 Final Sat.: 1800 2330 1270 1800 1800 1800 3600 3600 1800 1800 4843 557 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.07 0.07 0.02 0.17 0.19 0.03 0.20 0.17 0.09 0.19 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.25 0.25 0.25 0.28 0.28 0.08 0.29 0.29 0.14 0.34 0.34 volume/cap, 0.69 0.27 0.27 0.09 0.59 0.69 0.39 0.69 0.57 0.69 0.56 0.56 Delay/Veh: 48.9 36.7 36.7 35.0 38.2 40.7 52.9 39.7 37.8 57.5 32.4 32.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.9 36.7 36.7 35.0 38.2 40.7 52.9 39.7 37.8 57.5 32.4 32.4 HCM2kAvg: 10 4 4 1 10 12 2 13 10 7 11 11 ******************************************************************************** F -160 Traffix 7.6.0715 (C) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 80-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #78 Arden Avenue @ SR-30 WE Ramps ******************************************************************************** Average Delay (see/veh): 0.0 Worst Case Level Of Service: A[ 0.0] ******************************************************************************** Street Name: Arden Avenue SR-30 WE Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[---------------[ 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing AM Peak Base Vol: 0 0 0 0 0 0 0 1079 0 0 417 1055 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 1079 0 0 417 1055 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 0 0 0 0 1136 0 0 439 1111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 0 0 0 0 1136 0 0 439 1111 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Cri tical Gp: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx =xx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxx:x xxxx xxxx xxxxx xxx:x xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Vol ume I Cap: xxxx x:xxx xxxx xxxx xxxx xXxx xxxx xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module: Queue; xxxxx xxxx xxxxx xxxxx x:xxx xxxxx xx.xxx xxxx xxxxx xxxxx xx.xx xxxxx Stopped Del: xxxxx xxxx xxxx:x xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx x:xxx xxxxx xxx.x xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xx:xx xx.xxx xxxxx xxxx :xxxxx Shrd StpDel: xxxxx xxx.x xxxxx xxxxx xxxx xxxxx :xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * F-161 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 81-1 City of San Bernardino General Plan Existing Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume, Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (see); Loss Time (sec): Optimal Cycle: 100 4 (Y +R = 24 Critical Vol./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.339 16.5 B ****x*************************************************************************** Arden Avenue SR-30 EB Ramps North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------) 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 O. 0 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 I---------------j Volum~ Module: Existing AM Peak Base Vol: 0 466 150 249 453 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 0 466 150 249 453 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 491 158 262 477 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 491 158 262 477 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 491 158 262 477 0 0 0 0 0 0 0 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.'00 1.00 Lanes: 0.00 1.51 0.49 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 2723 877 1800 3600 0 0 0 0 0 0 0 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.18 0.15 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.53 0.53 0.43 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOlume/Cap: 0.00 0.34 0.34 0.34 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/veh: 0.0 13.5 13.5 19.3 18.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 13.5 13.5 19.3 18.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 6 6 5 5 0 0 0 0 0 0 0 ******************************************************************************** Street Name: Approach: Movement: o F -162 Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA Existing Conditions Thu Sep 23, 2004 16:06:29 Page 82-1 ---------------------------------------------~~--------------------~------------ City of San Bernardino General Plan Existing Conditions AM Peak : Level Of Service Computation Report . 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #80 I Street @ 2nd Street ******************************************************************************** Cycle (see): 100 Critical Vol. /Cap. (xl: 0.189 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 14.1 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: I Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------[ 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing AM Peak Base Vol: 6 22 106 116 141 27 6 365 21 18 191 33 Growth Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 6 22 106 116 141 27 6 365 21 18 191 33 User Adj: 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 6 23 112 122 148 28 6 384 22 19 201 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 23 112 122 148 28 6 384 22 19 201 35 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 6 23 112 122 148 28 6 384 22 19 201 35 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.43 1.57 1.00 0.90 1.10 1.00 1.00 2.00 1.00 1.00 1.71 0.29 Final Sat.: 771 2829 1800 1625 1975 1800 1800 3600 1800 1800 3070 530 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat; 0.01 0.01 0.06 0.08 0.08 0.02 0.00 0.11 0.01 0.01 0.07 0.07 Crit Moves: **** **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.56 0.56 0.56 0.56 0.56 0.56 Volume/Cap: 0.02 0.02 0.16 0.19 0.19 0.04 0.01 0.19 0.02 0.02 0.12 0.12 Delay/Veh: 18.4 18.4 19.5 19.7 19.7 18.5 9.6 10.7 9.7 9.6 10.2 10.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.4 18.4 19.5 19.7 19.7 18.5 9.6 10.7 9.7 9.6 10.2 10.2 HCM2kAvg: 0 0 2 3 3 1 0 3 0 0 2 .2 ***************************~********************************~.**l*************** F-163 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-164 Ge.neraIPla.D..Update: 2004' INTERSECTION LOS CALCULATION SHEETS BUIL'D-OU'T AMPE'AK H'OURS F -165 Futu~e Base with P~oject CoWed Dee 22, 2004 09;30:31 Page 2-1 San Be~nardino General Plan Update 2030 Conditions AM Peak Impact Analysis Report Level Of Service Intersection Base Del/ LOS Veh B 17.5 # 1 Pepper Avenue @ Rialto Avenue V/ C 0.574 # 2 Pepper Avenue @ Mill Street D 37.1 0.525 # 3 Meridian Avenue @ Rialto Avenu C 16.5 0.000 # 5 Northpark Boulevard @ Universi C 28.0 0.091 # 6 Kendall Drive @ University Par C 30.5 0.513 # 8 E Street @ Highland Avenue B 16.6 0.428 # 9 Hunts Lane @ E Street F 744.5 0.000 # 11 Waterman Avenue @ Fifth St~eet D 36.6 0.797, D 36.6 0.797 + 0.000 D/V F 744.5 0.000 + 0.000 D/V Future Dell vi LOS Veh C B 17.5 0.574 change in + 0.000 D/v D 37.1 0.525 + 0.000 D/v C 16.5 0.000 + 0.000 D/V C 28.0 0.091 + 0.000 D/V C 30.5 0.513 + 0.000 D/V B 16.6 0.428 + 0.000 D/V # 12 E Street @ Baselin~ St~eet C 23.1 0.593 C 23.1 0.593 + 0.000 D/V # 13 Arrowhead Avenue @ Baseline St B 12.6 0.430 B 12.6 0.430 + 0.000 D/V # 14 Mount Vernon Avenue @ 2nd Stre B 17.6 0.325 B 17.6 0.325 + 0.000 D/v # 15 Mount Vernon Avenue @ Rialto A B 16.6 0.355 B 16.6 0.355 + 0.000 D/v # 18 Waterman Avenue @ 30th Street F 138.9 1.215 # 17 Mount Vernon Avenue @ 5th St~e C 25.4 0.486 C 25.4 0.486 + 0.000 D/V F 138.9 1.215 + 0.000 D/V # 19 Kendall Drive @ Palm Avenue B 17.7 0.071 B 17.7 0.071 + 0.000 D/V # 20 Belmont Avenue @ Palm Avenue A 8.1 0.178 A 8.1 0.178 + 0.000 v/c # 21 Sierra way @ 30th Street B 13.9 0.530 B 13.9 0.530 + 0.000 D/V # 22 Del Rosa Avenue @ Baseline Str D 36.2 0.869 D 36.2 0.869 + 0.000 o/v # 23 Waterman Avenue @ SR-30 EB Ram E 60.9 1.053 E 60.9 1.053 + 0.000 D/V # 25 SR-30 WB Off Ramp @ 30th Stree F 465.7 0.000 # 24 Leroy/SR-30 WB On Ramp @ 30th B 10.2 0.520 . B 10.2 0.520 + 0.000 D/V F 465.7 0.000 + 0.000 D/V # 26 Del Rosa Avenue @ Lynwood Driv B 16.6 0.558 # 27 Harrison Street @ 40th Street D 26.6 0.000 B 16.6 0.558 + 0.000 o/v D 26.6 0.000 + 0.000 D/V Traffix 7.G.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-166 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 2-2 San Bernardino General Plan Update 2030 Conditions AM Peak Intersection Base Dell vi LOS Veh C # 28 Sterling Avenue @ Highland Ave C 28.8 0.580 # 29 Waterman Avenue @ Marshall Bou A 4.6 0.626 # 30 Waterman Avenue @ 36th Street F 54.8 0.000 # 31 Sterling Avenue @ Lynwood Driv B 11.2 0.366 # 32 Sterling Avenue @ Foothill Dri A 8.1 0.245 # 33 Del Rosa Avenue @ Foothill Dri B 14.8 0.000 # 34 30th Street @ Lynwood Drive A 9.7 0.000 # 35 Waterman Avenue @ 40th Street C 28.5 0.820 # 36 Waterman Avenue @ 34th Street 0 26.7 0.000 # 37 Waterman Avenue @ Parkdale Ave A 3.7 0.553 # 38 Valencia Avenue @ 30th Street A 1.4 0.137 # 39 Valencia Avenue @ 40th Street C 15.0 0.667 # 40 Del Rosa Avenue @ SR-30 EB Ram C 26.5 0.695 # 41 Del Rosa Avenue @ SR-30 WB Ram B 18.9 0.740 # 42 Sierra Way @ 40th Street C 26.4 0.626 # 43 Waterman Avenue @ Hospitality C 30.7 0.637 # 44 Hospitality Lane @ Carnegie Dr C 28.9 0.565 # 45 Tippecanoe Avenue @ Rialto Ave F 91.7 0.000 # 46 Tippecanoe Ave @ Harry Shepard A 6.7 0.516 # 47 Tippecanoe Avenue @ 3rd Street C 30.8 0.573 # 48 Tippecanoe Ave @ Mill Street C 24.4 0.629 # 49 Rancho Avenue @ 5th St/Foothil F OVRFL 0.000 # 50 Mount Vernon Avenue @ Mill Str C 34.7 0.673 # 51 Mountain View Ave @ San Bernar F 107.1 1.372 # 52 Mount Vernon Avenue @ Highland C 22.0 0.488 Future Del/ V/ LOS Veh e C 28.8 0.580 Change in + 0.000 D/V A 4.6 0.626 + 0.000 D/V F 54.8 0.000 + 0.000 D/V B 11.2 0.366 + 0.000 vie A 8.1 0.245 + 0.000 v/c B 14.8 0.000 + 0.000 D/V A 9.7 0.000 + 0.000 D/V C 28.5 0.820 + 0.000 D/V D 26.7 0.000 + 0.000 D/V A 3.7 0.553 + 0.000 D/V A 1.4 0.137 + 0.000 D/V C 15.0 0.667 + 0.000 v/c C 26.5 0.695 + 0.000 D/V B 18.9 0.740 + 0.000 D/V C 26.4 0.626 + 0.000 D/V C 30.7 0.637 + 0.000 D/V C 28.9 0.565 + 0.000 D/V F 91.7 0.000 + 0.000 D/V A 6.7 0.516 + 0.000 D/V C 30.8 0.573 + 0.000 D/V C 24.4 0.629 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V C 34.7 0.673 + 0.000 D/V F 107.1 1.372 + 0.000 v/c Traffix 7.6.0715 (c) 2003 Dowlin~ Assoc. Licensed to TRANSTECH, WALNUT, CA C 22.0 0.488 + 0.000 D/V F-167 Future Base with Project CoWed Dee 22, 2004 09:30:31 --------------------------------~-~----------------------------------_._---~----- Page 2-3 San Bernardino General Plan Update 2030 conditions AM Peak Intersection -----------------------------~--------------- ------------------------~--------- Change in Base Del/ v/ LOS Veh C # 53 State Street @ Highland Avenue B 15.2 0.539 # 54 Tippecanoe Ave @ Hospitality L B 17.9 0.432 # 55 Tippecanoe Ave @ San Bernardin 0 37.6 0.698 # 57 Lena Road @ Mill Street C 22.2 0.377 # 58 Waterman Avenue @ Barton Road C 27.7 0.885 # 59 Boulder Avenue @ Highland Aven C 25.0 0.320 # 60 Waterman Avenue @ Orange Show D 35.1 0.648 # 61 Del Rosa Avenue @ Third Street 0 39.5 0.679 # 62 Waterman Avenue @ Vanderbilt W B 10.3 0.391 # 64 Waterman Avenue @ Highland Ave 0 37.3 0.628 # 65 E Street @ Orange Show Road C 33.4 0.660 # 66 E Street @ 2nd Street C 29.5 0.654 # 67 State Street @ Baseline Street B 19.3 0.516 # 68 Kendall Drive @ 40th Street B 12.8 0.285 # 69 Mount Vernon Avenue ~ Baseline C 22.0 0.527 # 70 Waterman Avenue @ Mill Street D 38.6 0.533 # 71 E Street @ 30th Street B 15.3 0.449 # 72 Ohio Avenue @ Palm Avenue A 9.3 0.000 # 73 Victoria Avenue @ Highland Ave C 26.0 0.382 # 74 Palm Avenue ~ Highland Avenue D 39.7 0.725 # 75 SR-30 EB Ramps @ Highland Aven C 20.3 0.600 # 76 SR-30 WB Ramps @ Highland Aven B 13.5 0.317 # 77 Arden Avenue @ Highland Avenue C 34.9 0.707 # 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 Future Del/ vi LOS Veh C B 15.2 0.539 + 0.000 D/V B 17.9 0.432 + 0.000 D/V D 37.6 0.698 + 0.000 D/V C 22.2 0.377 + 0.000 D/V C 27.7 0.885 + 0.000 D/V C 25.0 0.320 + 0.000 D/V o 35.1 0.648 + 0.000 D/V D 39.5 0.679 + 0.000 D/V B 10.3 0.391 + 0.000 D/V D 37.3 0.628 + 0.000 D/V C 33.4 0.660 + 0.000 D/V C 29.5 0.654 + 0.000 DjV B 19.3 0.516 + 0.000 D/V B 12.8 0.285 + 0.000 D/V C 22.0 0.527 + 0.000 D/V D 38.6 0.533 + 0.000 D/V B 15.3 0.449 + 0.000 D/V A 9.3 0.000 + 0.000 D/V C 26.0 0.382 + 0.000 D/V D 39.7 0.725 + 0.000 D/V C 20.3 0.600 + 0.000 D/V B 13.5 0.317 + 0.000 D/V C 34.9 0.707 + 0.000 D/V A 0.0 0.000 + 0.000 D/V Traffix 7.6.0715 {cl 2003 Dowling Assoc. Licensed to TRANSTECH, WAI,NUT, CA F-168 Futnre Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 2-4 Intersection -----------------------~~-------~-------------------~------~~~--~------------~~- Change in # 79 Arden Avenue @ SR-30 EB Ramps Base Dell vi LOS Veh C B 15.7 0.417 Future Del/ V/ LOS Veh C B 15.7 0.417 + 0.000 D/v Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-169 Futu~e Base with Project CoWed Dee 22, 2004 09:30:31 Page 3-1 -------------------------------------------~-------------------~~-------------~- San Bernardino General plan Update 2030 Conditions AM Peak -----------------------~~~--~~---------------------------------------------~---- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 pepper Avenue @ Rialto Avenue ***~**************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.574 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.5 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Street Name: Peppe~ Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound MOV8men t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 168 514 146 115 965 78 96 526 141 90 145 23 Growth Adj: 1.001.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.001.00 1.00 Initial Bse: 168 514 146 115 965 78 96 526 141 90 145 23 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 168 514 146 115 965 78 96 526 141 90 145 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 514 146 115 965 78 96 526 141 90 145 23 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 514 146 115 965 78 96 526 141 90 145 23 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 168 514 146 115 965 78 96 526 141 90 145 23 ------------1---------------1 1---------------11--------.------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.56 0.44 1.00 1.85 0.15 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1900 2959 841 1900 3516 284 1900 1900 1900 1900 1900 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.17 0.06 0.27 0.27 0.05 0.28 0.07 0.05 0.08 0.01 Crit Moves: **** **** Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 volume/cap: 0.19 0.36 0.36 0.13 0.57 0.57 0.10 0.57 0.15 0.10 0.16 0.03 Delay/Veh: 15.0 16.6 16.6 14.6 19.2 19.2 14.2 19.4 14.6 14.1 14.6 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.0 16.6 16.6 14.6 19.2 19.2 14.2 19.4 14.6 14.1 14.6 13.6 HCM2kAvg: 3 6 6 2 12 12 2 12 2 1 2 0 ***********************k******************************************************** Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -170 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 4-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Pepper Avenue ~ Mill Street *******************************************************************~************ Cycle (sec): 120 Critical Vol./Cap. (X): 0.525 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 37.1 Optimal Cycle: 48 Level Of Service: D ****************************************~*************************************** Street Name: Pepper Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1------ --------1 Volume Module: 2030 AM Peak Base Vol: 79 443 75 155 791 263 254 604 172 129 404 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 443 75 155 791 263 254 604 172 129 404 114 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 443 75 155 791 263 254 604 172 129 404 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 443 75 155 791 263 254 604 172 129 404 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 443 75 155 791 263 254 604 172 129 404 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 79 443 75 155 791 263 254 604 172 129 404 114 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1- -------------1 capacity Analysis Module: Vol/Sat: 0.04 0.12 0.04 0.08 0.21 0.14 0.13 0.16 0.09 0.07 0.11 0.06 Crit Moves: **** **** **** **** Green/CYCle: 0.08 0.39 0.39 0.08 0.39 0.39 0.25 0.37 0.37 0.08 0.20 0.20 Volume/Cap: 0.50 0.30 0.10 0.98 0.53 0.35 0.53 0.43 0.24 0.81 0.53 0.30 Delay/Veh: 55.1 25.0 22.9 119.9 28.1 25.8 39.7 28.4 26.2 80.7 43.5 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.1 25.0 22.9 119.9 28.1 25.8 39.7 28.4 26.2 BO.7 43.5 41.1 HCM2kAvg: 3 5 2 9 11 7 B 8 4 7 7 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-171 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan update 2030 Conditions AM Peak Page 5-1 Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Meridian Avenue @ Rialto Avenue ********************************************~*********************************** Average Delay (sec/veh): 0.7 Worst Case Level Of Service: C[ 16.5] ******************************************************************************** Street Name: Meridian Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[-------------.-1 1---------------[ [---------------1 1---------------1 Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 I! 0 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 [---------------[ [--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj; 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------1--------------- 1 [---------------1 [--------------- 11---------------1 Capacity Module: Cnflict Vol; xxxx xxxx =xx 1075 xxxx 242 247 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.; xxxx xxxx xxxxx 245 xxxx 801 1331 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx){xxx xxxxx 244 xxxx 801 1331 xxxx xxxxx xxxx xxxx xxxxx volume/Cap: xxxx xxxx xxxx 0.09 xxxx 0.02 0.01 xxx.x xxxx xxxx xxxx xxxx ------------1---------------[ 1---------------[ 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxx.x xxxx xxxxx 0 . 0 xxxx xxxxx xxxxx xxxx =xx Stopped Del :xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx 356 xxxxx ){XXX xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel; =xx xxxx xxxxx xxxxx 16.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * c * * * * * * * ApproachDel: xxxxxx 16.5 xxxxxx xxxxxx ApproachLOS: * C * * 23 1. 00 23 o o 23 1. 00 1.00 23 o 23 o 1. 00 o o o o 1. 00 1. 00 o o o 19 1. 00 19 o o 19 1. 00 1. 00 19 o 19 12 1. 00 12 o o 12 1. 00 1. 00 12 o 12 B08 1. 00 808 o o 808 1. 00 1. 00 808 o 80B o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 238 1. 00 238 o o 238 1. 00 1. 00 238 o 238 9 1. 00 9 o o 9 1. 00 1.00 9 o 9 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -172 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 6-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Northpark Boulevard @ University parkway ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 8 (Y+R = 48 Critical Vol./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.091 28.0 C *************************************************************~****************** Street Name: Northpark Boulevard University Parkway Approach: North Bound South Bound East Bound West BOund Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 184 24 3 0 14 75 55 23 105 1 14 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 184 24 3 0 14 75 55 23 105 1 14 1 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 184 24 3 0 14 75 55 23 105 1 14 1 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 184 24 3 0 14 75 55 23 105 1 14 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 24 3 0 14 75 55 23 105 1 14 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 184 24 3 0 14 75 55 23 105 1 14 1 ---~--------I---------------I 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.; 3800 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11- .-------------1 capacity Analysis Module: Vol/Sat: 0.05 0.01 0.00 0.00 0.00 0.04 0.03 0.01 0.06 0.00 0.00 0.00 Crit Moves: **** * *** * *** ** ** Green/Cycle: 0.35 0.35 0.35 0.00 0.29 0.29 0.21 0.15 0.50 0.15 0.08 0.08 Volume/Cap: 0.14 0.02 0.00 0.00 0.01 0.14 0.14 0.04 0.11 0.00 0.04 0.01 Delay/Veh: 26.5 25.3 25.2 0.0 30.6 31.9 38.7 44.0 16.0 43.7 50.7 50.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.5 25.3 25.2 0.0 30.6 31.9 38.7 44.0 16.0 43.7 50.7 50.5 HCM2kAvg: 2 0 0 0 0 2 2 0 2 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -1 73 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 7-1 San Bernardino General Plan Update 2030 conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Kendall Drive @ university parkway ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.513 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 30.5 Optimal Cyele: 48 Level Of Service: C ******************************************************************************** Kendall Drive University Parkway North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------ 1---------------11---------------11--------------- 11--------------- 1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 540 101 16 33 342 434 30 146 187 6 325 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 540 101 16 33 342 434 30 146 187 6 325 19 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 540 101 16 33 342 434 30 146 187 6 325 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 540 101 16 33 342 434 30 146 187 6 325 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 540 101 16 33 342 434 30 146 187 6 325 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 540 101 16 33 342 434 30 146 187 6 325 19 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.83 0.17 Final Sat.: 3800 3800 1900 3800 3800 1900 3800 3800 1900 1900 5385 315 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.03 0.01 0.01 0.09 0.23 0.01 0.04 0.10 0.00 0.06 0.06 Crit Moves: **** Green/Cycle: 0.25 Volume/Cap: 0.57 Delay/Veh: 33.8 User DelAdj: 1.00 AdjDel/Veh: 33.8 HCM2kAvg: 8 Street Name: Approach: Movement: **** **** **** 0.32 0.08 23.5 1. 00 23.5 1 0.32 0.03 23.1 1. 00 23.1 o 0.32 0.03 23.1 1. 00 23.1 o 0.40 0.23 19.9 1.00 19.9 3 0.40 0.57 24.4 1. 00 24.4 11 0.14 0.06 37.7 1. 00 37.7 o 0.17 0.22 35.7 1. 00 35.7 2 0.17 0.57 39.4 1. 00 39.4 6 0.10 0.03 40.7 1. 00 40.7 o 0.14 0.44 40.1 1. 00 40.1 4 0.46 0.13 15.5 1. 00 15.5 2 ~******************************************************************************* Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-174 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 8 1 -----------------------~-------------~~~-~-----------------~--------------~~---- San Bernardino General Plan Update 2030 Conditions AM Peak -~--------------~---~-~~-~---------------------~------------------~~~----------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 E Street @ Highland Avenue ******************************************************************************** Cycle (see): 100 Critical Vol./Cap_ (xl: 0.428 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: E Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11---- ----------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 59 175 67 213 816 67 48 G77 114 137 552 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 59 175 67 213 816 67 48 677 114 137 552 66 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 59 175 67 213 816 67 48 677 114 137 552 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 59 175 67 213 816 67 48 677 114 137 552 66 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 175 67 213 816 67 48 677 114 137 552 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 59 175 67 213 816 67 48 677 114 137 552 66 ---_._------1---------------1 1---------------1 1---------------1 1--------------- 1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.45 0.55 1.00 1.85 0.15 1,00 2.00 1.00 1.00 2.00 1.00 Final Sat., 1900 2748 1052 1900 3512 288 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.03 0.06 0.06 0.11 0.23 0.23 0.03 0.18 0.06 0.07 0.15 0.03 Crit Moves: **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.42 0.42 0.42 0.42 0.42 0.42 VOlume/Cap: 0.06 0.12 0.12 0.21 0.43 0.43 0.06 0.43 0_14 0.17 0_35 0.08 Delay/Veh: 10.8 11.2 11.2 11.8 13.7 13.7 17.5 20.9 18.2 18.4 20.0 17.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.8 11.2 11.2 11.8 13.7 13.7 17.5 20.9 18.2 18.4 20.0 17.7 HCM2kAvg: 1 2 2 3 8 8 1 7 2 3 6 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-175 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 9-1 Level Of Service computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hunts Lane @ E Street *************************************************~****************************** Average Delay (sec/veh); 16.6 Worst Case Level Of Service: F[744.5] ****************************************~*************************************** Street Name: Hunts Lane E Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----~------I---------------I 1---------------1 I---------------! I-------------~-I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 --------- --1---------------11---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 565 1135 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 565 1135 0 Added Vol: 0 0 0 PasserByvol: 0 0 0 Initial Fut: 565 1135 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 565 1135 0 Reduct Vol: 0 0 0 Final Vol.: 565 1135 0 Critical Gap Module: Cri tical Gp: 4.1 xxxx =xx =xxx xxxx xxxxx 6.8 xxxx :x:xxxx xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx =xx =xxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict vol: 596 xxxx xxxxx xxxx xxxx xxxxx 2150 Potent Cap.: 990 xxxx xxxxx xxxx xxxx xxxxx 42 Move Cap.: 990 xxxx xxxxx xxxx xxxx xxxxx 23 Volume/Cap: 0.57 xxxx xxxx xxxx xxxx ~~xx 1.B1 ---------~~~I---------------I 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 3 .7 xxxx xxxxx =xxx xxxx xxxxx 5 . 3 xxxx xxxxx xx:x:xx xxxx xxxxx Stopped Del: 13.3 xxxx xxxxx xxxxx xxxx xxxxx 744.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: B * * * * * F * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR ~ RT LT - LTR - RT Shared Cap -: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : =xxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 744.5 xxxxxx ApproachLOS : * * F * o 1. 00 o o o o 1. 00 1. 00 o o o 452 1. 00 452 o o 452 1. 00 1. 00 452 o 452 144 1. 00 144 o o 144 1. 00 1. 00 144 o 144 42 1. 00 42 o o 42 1. 00 1. 00 42 o 42 o 1. 00 o o o o 1. 00 1. 00 o o o 627 1. 00 627 o o 627 0.00 0.00 o o o xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxx xxxx =xxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxxx Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-176 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 10-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) **************************~***************************************************** Intersection #11 Waterman Avenue @ Fifth Street ******************************************************************************** Cycle (see): 120 Critical Vol. /Cap. (X): 0.797 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 36.6 Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1--------------- 11---------------11---------------11---------------1 Volume Module: >> Count Date: 1 Jan 2003 << 2030 AM Peak Base Vol: 157 419 275 106 1373 139 48 811 193 164 691 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 157 419 275 106 1373 139 48 811 193 164 691 25 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 157 419 275 106 1373 139 48 811 193 164 691 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 419 275 106 1373 139 48 811 193 164 691 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 419 275 106 1373 139 48 811 193 164 691 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 157 419 275 106 1373 139 48 811 193 164 691 25 ------------1---------------11---------------1 1--- --.---------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.11 0.14 0.06 0.36 0.07 0.03 0.21 0.10 0.09 0.18 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.47 0.47 0.08 0.45 0.45 0.08 0.27 0.27 0.11 0.29 0.29 Volume/Cap: 0.80 0.23 0.31 0.67 0.80 0.16 0.30 0.80 0.38 0.80 0.62 0.04 Delay/Veh: 72.4 18.7 19.6 64.0 30.7 19.4 52.8 45.4 36.3 71.4 37.8 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.4 18.7 19.6 64.0 30.7 19.4 52.8 45.4 36.3 71.4 37.8 30.4 HCM2kAvg: 8 4 6 5 23 3 2 16 6 8 12 1 ******************************************************************************** Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -177 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 11-1 --------------~-~~~----------------------~~~----------------------------------~~- San Bernardino General Plan Update 2030 Conditions AM Peak ---~~~~~---~~-------------------------------~~-~------------------~------------- Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) *************************************************~****************************** Intersection #12 E Street @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol.ICap. (X): 0.593 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 23.1 Optimal eycle: 36 Level Of Service: C ******************************************************************************** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 58 324 69 95 855 100 55 900 146 66 695 123 Growth Adj: .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 58 324 69 95 855 100 55 900 146 66 695 123 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 58 324 69 95 855 100 55 900 146 66 695 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 324 69 95 855 100 55 900 146 66 695 123 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 324 69 95 855 100 55 900 146 66 695 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 58 324 69 95 855 100 55 900 146 66 695 123 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.65 0.35 1.00 1.79 0.21 1.00 1.72 0.28 1.00 1.70 0.30 Final Sat.: 1900 3133 667 1900 3402 398 1900 3270 530 1900 3229 571 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.10 0.05 0.25 0.25 0.03 0.28 0.28 0.03 0.22 0.22 Crit Moves: **** **** **** Green/Cycle: 0.10 0.40 0.40 0.10 0.40 0.40 0.44 0.44 0.44 0.44 0.44 0.44 VOlume/Cap: 0.31 0.26 0.26 0.50 0.63 0.63 0.07 0.63 0.63 0.08 0.49 0.49 Delay/Veh: 42.7 20.1 20.1 44.7 24.8 24.8 16.2 22.5 22.5 16.3 20.3 20.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 20.1 20.1 44.7 24.8 24.8 16.2 22.5 22.5 16.3 20.3 20.3 HCM2kAvg: 2 4 4 3 12 12 1 13 13 1 9 9 ************~******************************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -178 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 12-1 ---------------------------~-------------------~-----~-~------------------------ San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol. /Cap. {X}, 0.430 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 12.6 Optimal eycle: 26 Level Of Service: B ******************************************************************************** Street Name: Arrowhead Avenue Basel ine Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11--------------- 11---------------1 Control: permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 27 41 31 48 438 43 23 985 113 82 782 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 41 31 48 438 43 23 985 113 82 782 23 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 41 31 48 438 43 23 985 113 82 782 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 41 31 48 438 43 23 985 113 82 782 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 41 31 48 438 43 23 985 113 82 782 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 27 41 31 48 438 43 23 985 113 82 782 23 -------- ---1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.14 0.86 1.00 2.00 1.00 1.00 1.79 0.21 1.00 1.94 0.06 Final Sat.: 1900 2164 1636 1900 3800 1900 1900 3409 391 1900 3691 109 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.01 0.02 0.02 0.03 0.12 0.02 0.01 0.29 0.29 0.04 0.21 0.21 Crit Moves: **** **** Green/Cycle: 0.27 0.27 0.27 0.27 0.27 0.27 0.67 0.67 0.67 0.67 0.67 0.67 Volume/Cap: 0.05 0.07 0.07 0.09 0.43 0.08 0.02 0.43 0.43 0.06 0.32 0.32 Delay/Veh: 27.2 27.3 27.3 27.6 30.6 27.5 5.5 7.7 7.7 5.6 6.9 6.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.2 27.3 27.3 27.6 30.6 27.5 5.5 7.7 7.7 5.6 6.9 6.9 HCM2kAvg: 1 1 1 1 6 1 0 8 8 1 5 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -179 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 13-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street ******************************************************************************** Cycle (sec): 100 Critical Vol./eap. (X): 0.325 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 17.6 Optimal Cycle; 34 Level Of Service: B ******************************************************************************** Street Name: Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Split Phase Split Phase split Phase Split Phase Rights; Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 0 0 I! 0 0 0 1 1 0 1 ------------1---------------1 1---------------1 1--------------- 11----------------1 Volume Module: 2030 AM Peak Base Vol, 0 229 611 317 442 0 0 0 0 123 0 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 229 611 317 442 0 0 0 0 123 0 88 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 229 611 317 442 0 0 0 0 123 0 88 User Adj; 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 229 0 317 442 0 0 0 0 123 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 229 0 317 442 0 0 0 0 123 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 229 0 317 442 0 0 0 0 123 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 0.84 1.16 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat., 0 3800 1900 1587 2213 0 0 1900 0 1900 1900 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.00 0.20 0.20 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Crit Moves: **** **** **** Green/eycle: 0.00 0.19 0.00 0.62 0.62 0.00 0.00 0.00 0.00 0.20 0.00 0.00 volume/Cap: 0,00 0,32 0.00 0.32 0.32 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh, 0.0 35.6 0.0 9.3 9.3 0.0 0.0 0.0 0.0 34.8 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 35.6 0.0 9.3 9.3 0.0 0.0 0.0 0.0 34.8 0.0 0.0 HCM2kAvg: 0 3 0 6 6 0 0 0 0 3 0 0 ****************************k~************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -180 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 14-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Mount Vernon Avenue @ Rialto Avenue ******************************************************************************** Cycle (sec): 100 Critical VoL/Cap. (X): 0.355 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 24 Level Of Service: B ****~*****************~********************************************************* Street Name: Mount Vernon Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control; Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 55 394 17 43 411 110 442 516 152 8 41 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 394 17 43 411 110 442 516 152 8 41 12 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 394 17 43 411 110 442 516 152 8 41 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 394 17 43 411 110 442 516 152 8 41 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol; 55 394 17 43 411 110 442 516 152 8 41 12 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 55 394 17 43 411 110 442 516 152 8 41 12 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.92 0.08 1.00 2.00 1.00 1.00 1.54 0.46 1.00 1.55 0.45 Final Sat.: 1900 3643 157 1900 3800 1900 1900 2935 865 1900 2940 860 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.11 0.11 0.02 0.11 0.06 0.23 0.18 0.18 0.00 0.01 0.01 Crit Moves; **** Green/CYCle: 0.30 0.30 Volume/Cap: 0.10 0.35 Delay/Veh: 25.0 27.3 User DelAdj: 1.00 1.00 AdjDel/veh: 25.0 27.3 HCM2kAvg: 1 5 **** 0.30 0.35 27.3 1. 00 27.3 5 0.30 0.07 24.8 1. 00 24.8 1 0.30 0.35 27.3 1. 00 27.3 5 0.30 0.19 25.8 1. 00 25.8 2 0.66 0.35 7.9 1. 00 7.9 6 0.66 0.27 7.3 1. 00 7.3 4 0.66 0.27 7.3 1. 00 7.3 4 0.66 0.01 6.0 1. 00 6.0 o 0.66 0.02 6.0 1. 00 6.0 o 0.66 0.02 6.0 1. 00 6.0 o *******************************************************************k************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-181 Future Base with Project CoWed Dec 22, 2004 09:30:31 page 15-1 -~~----------~------------------------------~._~-~~-----------------~------------ San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Mount Vernon Avenue ~ 5th Street ******************************************************************************** Cycle {sec}: 100 critical Vol. /Cap. (X); 0.486 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 25.4 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Mount Vernon Avenue 5th Str~et North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1------..--------, 1---------------1 Control, Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1------ --------11---------------1 1------..--------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 62 231 25 60 556 73 183 823 130 77 527 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 231 25 60 556 73 183 823 130 77 527 78 Added Vol, 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 231 25 60 556 73 183 823 130 77 527 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 231 25 60 556 73 183 823 130 77 527 78 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 231 25 60 556 73 183 823 130 77 527 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 62 231 25 60 556 73 183 823 130 77 527 78 ------------1---------------1 1---------------1 1---------------1 1----------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.77 0.23 1.00 1.73 0.27 1.00 1.74 0.26 Final Sat.: 1900 3429 371 1900 3359 441 1900 3282 518 1900 3310 490 ----- ------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.07 0.03 0.17 0.17 0.10 0.25 0.25 Q.04 0.16 0.16 Crit Moves: **** **** **** Green/Cycle: 0.33 0.33 0.33 0.33 0.33 0.33 0.10 0.51 0.51 0.10 0.51 0.51 Volume/Cap: 0.10 0.20 0.20 0.09 0.50 0.50 0.96 0.50 0.50 0.41 0.31 0.31 Delay/Veh: 23.0 23.9 23.9 23.0 26.9 26.9 99.2 16.5 16.5 43.6 14.6 14.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 23.0 23.9 23.9 23.0 26.9 26.9 99.2 16.5 16.5 43.6 14.6 14.6 HCM2kAvg: 1 3 3 1 8 8 9 10 10 3 5 5 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-182 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 16-1 --------------------~~------"--~~--~~~~----------------~-----------------~~------ San Bernardino General Plan update 2030 Conditions AM Peak ~~------------------------------~-~~~-----------------~~-~----------------~----- Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Waterman Avenue @ 30th Street *******************************************************************~************ Cycle (sec): 100 Critical Vol./Cap. (X): 1.215 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 138.9 Optimal Cycle: 130 Level Of Service: F **************************************************************.****************** Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 2 442 16 83 1085 191 39 119 73 76 36 1083 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 442 16 83 1085 191 39 119 73 76 36 1083 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 442 16 83 1085 191 39 119 73 76 36 1083 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 442 16 83 1085 191 39 119 73 76 36 1083 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 442 16 83 1085 191 39 119 73 76 36 1083 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 2 442 16 83 1085 191 39 119 73 76 36 1083 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 1900 1900 1900 3800 1900 1900 3800 1900 ------------1--------------- 11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.01 0.04 0.57 0.10 0.02 0.03 0.04 0.04 0.01 0.57 Crit Moves: **** **** **** Green/Cycle: 0.10 0.42 0.42 0.10 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 Volume/Cap: 0.01 0.28 0.02 0.44 1.36 0.24 0.05 0.07 0.09 0.10 0.02 1.36 Delay/Veh: 40.6 19.1 17.0 44.0 197 18.7 17.2 17.4 17.6 17.6 17.0 198.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 19.1 17.0 44.0 197 18.7 17.2 17.4 17.6 17.6 17.0 198.4 HeM2kAvg: 0 4 0 3 69 4 1 1 1 1 0 69 *********************************************~********************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -183 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 17-1 San Bernardino General Plan Update 2030 Conditions AM Peak ~~---~---------------------~-----------------------~------------~~~------------- Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Kendall Drive @ Palm Avenue ***********************************************************************~******** Cycle (sec): 100 Critical vol./eap. (X): 0.071 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/vehl: 17.7 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Kendall Drive Palm Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11------ --------1 eontrol: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 46 1 3 1 1 6 5 55 210 24 141 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1 3 1 1 6 5 55 210 24 141 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 1 3 1 1 6 5 55 210 24 141 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 1 3 1 1 6 5 55 210 24 141 2 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 1 3 1 1 6 5 55 210 24 141 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 46 1 3 1 1 6 5 55 210 24 141 2 ------------1---------------11---------------1 1---- ----------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.97 0.03 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 3800 1900 1900 3747 53 ------------1---------------1 1---------------1 1---------------[ 1 ---------------1 eapacity Analysis Module: Vol/Sat: 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.11 0.01 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.19 0.19 0.19 0.10 0.10 0.10 0.27 0.55 0.27 0.44 0.44 Volume/Cap: 0.09 0.00 0.01 0.00 0.01 0.03 0.03 0.05 0.20 0.05 0.09 0.09 Delay/Veh, 26.5 32.7 32.8 32.7 40.5 40.7 40.7 27.1 11.4 27.1 16.4 16.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 26.5 32.7 32.8 32.7 40.5 40.7 40.7 27.1 11.4 27.1 16.4 16.4 HCM2kAvg: 1 0 0 0 0 0 0 1 3 1 1 1 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -184 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 18-1 - -------------------~----~------------------------------------------------------ San Bernardino General Plan Update 2030 Conditions AM Peak ----------------------~~---~-------------------------~---------------~---------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) **********************T********************************************************* Intersection #20 Belmont Avenue @ Palm Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol. /Cap. (Xl: 0.178 Loss Time (see): 0 (Y+R = 4 see) Average Delay (sec/vehl: 8.1 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Belmont Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 I---------------! 1---------------1 Volume Module: 2030 AM Peak Base Vol: 30 0 5 0 0 2 0 46 7 3 134 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 5 0 0 2 0 46 7 3 134 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 0 5 0 0 2 0 46 7 3 134 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 5 0 0 2 0 46 7 3 134 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 5 0 0 2 0 46 7 3 134 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 30 0 5 0 0 2 0 46 7 3 134 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.02 0.98 1.00 Final Sat.: 642 0 816 0 0 808 0 760 892 17 753 0 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 xxxx 0.01 xxxx xxxx 0.00 xxxx 0.06 0.01 0.18 0.18 xxxx Crit Moves: **** **** **** **** Delay/Veh: 8.4 0.0 7.0 0.0 0.0 7.0 0.0 7.7 6.7 8.3 8.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.4 0.0 7.0 0.0 0.0 7.0 0.0 7.7 6.7 8.3 8.3 LOS by Move: A * A * * A * A A A A ApproachDel : 8 . 2 7 . 0 7 . 6 8 . 3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdj Del: 8.2 7 . 0 7 . 6 8 . 3 LOS by Appr: A A A A *****************************************************************************~** o 0.0 1. 00 0.0 * Traffix 7.G.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -185 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 19-1 ----------------------------------~~-----------------~~--~--~---------------~--- San Bernardino General Plan Update 2030 Conditions AM Peak ----~~~~~~------------------------------------~~-------------------------------- Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #21 Sierra Way @ 30th Street ******************************************************************************** Cycle (sec); 100 Critical Vol./Cap. (X): 0.530 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 13.9 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------) 1---------------1 Control: Permitted Permitted Pel~itted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base vol: 43 89 35 93 798 317 39 168 142 47 199 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 43 89 35 93 798 317 39 1G8 142 47 199 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 89 35 93 798 317 39 168 142 47 199 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 89 35 93 798 317 39 168 142 47 199 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 89 35 93 798 317 39 168 142 47 199 6 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 43 89 35 93 798 317 39 168 142 47 199 6 ------------1----------- ---11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.94 0.06 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 3689 111 ------------ 1---------------11---------------1 I---------------! )---------------) Capacity Analysis Module; Vol/Sat: 0.02 0.05 0.02 0.05 0.42 0.17 0.02 0.09 0.07 0.02 0.05 0.05 Crit Moves: **** **** Green/eycle: 0.79 0.79 0.79 0.79 0.79 0.79 0.17 0.17 0.17 0.17 0.17 0.17 Volume/Cap: 0.03 0.06 0.02 0.06 0.53 0.21 0.12 0.53 0.45 0.15 0.32 0.32 Delay/Veh: 2.2 2.3 2.2 2.3 4.1 2.6 35.6 39.8 38.5 35.8 37.0 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 2.2 2.3 2.2 2.3 4.1 2.6 35.6 39.8 38.5 35.8 37.0 37.0 HCM2kAvg: 0 1 0 1 9 2 1 5 4 1 3 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F-186 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 20-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************************************** Cyele (see): 100 Critical Vol. leap. (x): 0.869 Loss Time (see): G (Y+R = 3 sec) Average Delay (sec/veh): 36.2 Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Del Rosa Avenue Baseline Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------1 ---------------11---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 19 147 29 108 913 172 66 356 42 110 801 130 Growt~ Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 147 29 108 913 172 66 356 42 110 801 130 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 19 147 29 108 913 172 66 356 42 110 801 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 147 29 108 913 172 66 356 42 110 801 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 147 29 108 913 172 66 356 42 110 801 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 19 147 29 108 913 172 66 356 42 110 801 130 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.11 0.89 1.00 0.11 0.89 1.00 1.00 1.79 0.21 1.00 1.72 0.28 Final Sat.: 217 1683 1900 201 1699 1900 1900 3399 401 1900 3269 531 ------------1---------------1 1---------------1 1--------- -----11---------------1 capacity Analysis Module: Vol/Sat: 0.09 0.09 0.02 0.54 0.54 0.09 0.03 0.10 0.10 0.06 0.24 0.25 Crit Moves: **** **** **** Green/Cycle: 0.58 0.58 0.58 0.58 0.58 0.58 0.10 0.26 0.26 0.10 0.26 0.26 VOlume/Cap: 0.15 0.15 0.03 0.93 0.93 0.16 0.35 0.40 0.40 0.58 0.93 0.93 Delay/Veh: 9.9 9.9 9.1 33.1 33.1 9.9 43.1 30.6 30.6 47.4 50.7 50.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.9 9.9 9.1 33.1 33.1 9.9 43.1 30.6 30.6 47.4 50.7 50.7 HCM2kAvg: 2 2 0 32 34 2 2 5 5 4 18 18 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -187 Future Base with Project CoWed Dec 22, 2004 09:30,31 Page 21~1 San Bernardino General Plan update 2030 Conditions AM Peak --~~~-------------------------------~-~-~---------------~~--~~--~--------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #23 Waterman Avenue @ SR~30 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol. /Cap. (X}: 1. 053 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 60.9 Optimal Cycle; 130 Level Of Service: E *****************************************************************k************** Street Name: Waterman Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------ --- -1---------------11---------------11--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 216 389 698 487 0 398 0 794 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 216 389 698 487 0 398 0 794 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 216 389 698 487 0 398 0 794 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 216 389 698 487 0 398 0 794 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 216 389 698 487 0 398 0 794 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 216 389 698 487 0 398 0 794 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 1900 1900 3800 0 1900 0 1900 0 0 0 ------------1---------------1 1---------------1 I--------------~I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.20 0.37 0.13 0.00 0.21 0.00 0.42 0.00 0.00 0.00 Crit Moves: **** **** **** Green/CYCle: 0.00 0.19 0.19 0.35 0.54 0.00 0.40 0.00 0.40 0.00 0.00 0.00 VOlume/Cap: 0.00 0.29 1.05 1.05 0.24 0.00 0.53 0.00 1.05 0.00 0.00 0.00 Delay/Veh: 0.0 34.6 101.8 82.3 12.0 0.0 23.7 0.0 77.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 34.6 101.8 82.3 12.0 0.0 23.7 0.0 77.8 0.0 0.0 0.0 HCM2kAvg: 0 3 19 31 4 0 10 0 35 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -188 Future Base with Project eoWed Dec 22, 2004 09:30:31 Page 22-1 ---------------------~~--~------------------~---------~~~~~--------------------- San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #24 Leroy/SR-30 WB On Ramp @ 30th Street ****~*************************************************************************** Cycle (sec): 100 Critical Vol. /eap. (X): 0.520 Loss Time (sec): 6 (Y"R = 3 sec) Average Delay (sec/veh): 10.2 Optimal eycle: 28 Level Of Service: B ********************************************~*********************************** Street Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Control: Split Phase Split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 DOl! 0 0 1 0 2 0 1 1 1 0 1 0 ------------1---------------11---------------11- ------------- i 1---------------1 volume Module: 2030 AM Peak Base Vol: 0 0 0 0 0 0 0 337 29 1521 229 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 337 29 1521 229 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 337 29 1521 229 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 337 29 1521 229 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 337 29 1521 229 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 0 0 0 0 337 29 1521 229 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 1.00 0.00 1.00 2.00 1.00 2.00 1.00 0.00 Final Sat.: 0 0 0 0 1900 0 1900 3800 1900 3800 1900 0 ---- -------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.02 0.40 0.12 0.00 Crit Moves: Green/CYCle: 0.00 VOlume/Cap: 0.00 Delay/veh: 0.0 User DelAdj: 1.00 AdjDel/Veh: 0.0 HCM2kAvg: 0 **** **** 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.17 0.52 38.5 1. 00 38.5 5 0.17 0.09 35.1 1. 00 35.1 1 0.77 0.52 4.6 1. 00 4.6 9 0.'77 0.16 3.0 1. 00 3.0 2 0.00 0.00 0.0 1. 00 0.0 o ****************************************************************k*************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -189 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 23-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ******************************************************************************** Average Delay (sec/veh): 282.5 Worst Case Level Of Service: F [465.7] ************************~******************************************************* Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R TJ T R ------------1---------------11--------------- 11---------------11---------------1 Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 I! 0 0 1 0 2 0 0 0 0 1 1 0 ------------ 1---------------11---------------1 1---------------11-- ------------1 Volume Module: 2030 AM Peak Base Vol: 1080 0 24 Growth Adj: 1.00 1.00 1.00 Initial Bse: 1080 0 24 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1080 0 24 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 1080 0 24 Reduct Vol: 0 0 0 Final Vol.: 1080 0 24 Critical Gap Module: eritical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 i c t Vol: 455 xxxx 97 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 539 xxxx 947 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx Move Cap.: 539 xxxx 947 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx Volume/Cap: 2.00 xxxx 0.03 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xx.x.x xxxx ------------ 1---------------11---------------1 1---------------11---------------1 Level Of Service Module: Queue: 73.1 xx.x.x 0.1 =xx :<xxx =xx xxxxx xx.x.x xxxxx xxxxx xxxx xxxxx Stopped Del,475.8 xxxx 8.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: F * A * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 465.7 xxxxxx xxxxxx xxxxxx ApproachLOS: F * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 193 1. 00 193 o o 193 1. 00 1. 00 193 o 193 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 523 1. 00 523 o o 523 1. 00 1. 00 523 o 523 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -190 Future Base with Project COWed Dec 22, 2004 09:30:31 Page 24-1 -------~--------------------~-----------~------------------~-~-~---------------- San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service eomputation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.558 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 25 Level Of Service: B ******************************************************************************** Street Name: Del Rosa Avenue Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 15 244 139 36 1125 8 6 47 127 451 54 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 244 139 36 1125 8 6 47 127 451 54 21 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 244 139 36 1125 8 6 47 127 451 54 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 244 139 36 1125 8 6 47 127 451 54 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 244 139 36 1125 8 6 47 127 451 54 21 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 15 244 139 36 1125 8 6 47 127 451 54 21 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.27 0.73 1.00 1.99 0.01 0.11 0.89 1.00 1.00 0.72 0.28 Final Sat.: 1900 2421 1379 1900 3773 27 215 1685 1900 1900 1368 532 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.01 0.10 0.10 0.02 0.30 0.30 0.03 0.03 0.07 0.24 0.04 0.04 erit Moves: **** **** Green/CyCle: 0.53 0.53 0.53 0.53 0.53 0.53 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.01 0.19 0.19 0.04 0.56 0.56 0.07 0.07 0.16 0.56 0.09 0.09 Delay/Veh: 10.9 12.1 12.1 11.1 15.8 15.8 17.0 17.0 17.7 22.4 17.2 17.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.9 12.1 12.1 11.1 15.8 15.8 17.0 17.0 17.7 22.4 17.2 17.2 HCM2kAvg: 0 3 3 1 12 16 1 1 2 11 1 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F-191 Future Base with Project CoWed Dee 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 25-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #27 Harrison Street @ 40th Street *************************************~****************************************** Average Delay (sec/veh): 1.3 Worst Case Level Of Service: D[ 26.6] ******************************************************************************** Street Name: Harrison Street 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 I! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------11-------- ------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 57 0 2 Growth Adj: 1.00 1.00 1.00 Initial Bse: 57 0 2 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 57 0 2 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 57 0 2 Reduct Vol: 0 0 0 Final Vol.: 57 0 2 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx =xx xxxxx =xx =xx =xx 4.1 xxxx xxxxx FollowUpTim: 3.5 =xx 3.3 xxxxx xxxx xxxxx xxxxx xxx x xxxxx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Module: Cnf 1 i ct Vol: 1051 =xx 463 =xx xxxx xxxxx xxxx xxxx xxxxx 925 xxxx =xx Potent Cap.: 226 xxxx 552 xxxx xxxx xxxxx xxxx xxxx xxxxx 747 xxxx =xx Move Cap.: 220 xxxx 552 xxxx =xx xxxxx =xx xxxx xxxxx 747 xxxx xxxxx VOlume/Cap: 0.26 xxxx 0.00 xxxx =xx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 225 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 26.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D * * * * * * * ApproachDel: 26.6 xxxxxx xxxxxx ApproachLOS : D * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 734 1. 00 734 o o 734 1. 00 1. 00 734 o 734 191 1. 00 191 o o 191 1.00 1. 00 191 o 191 23 1.00 23 o o 23 1. 00 1. 00 23 o 23 351 1.00 351 o o 351 1. 00 1. 00 351 o 351 o 1. 00 o o o o 1. 00 1. 00 o o o o . 1 xxxx xxxxx 10 . 0 xxxx xxxxx A * * IJT - I,TR - RT xxxx xxxx xxxxx o . 1 xxxx xxxxx 10.0 xxxx xxxxx A * * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-192 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 26-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Sterling Avenue @ Highland Avenue ****************************************~*************************************~* Cycle (sec): 100 cri tical vol. /cap, (X): 0.580 Loss Time {see}: 8 (Y+R = 3 sec) Average Delay (sec/veh): 28.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Sterl ing Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 116 96 102 62 545 75 7 244 86 460 739 32 Growth Adj: 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Initial Bse; 116 96 102 62 545 75 7 244 86 460 739 32 Added Vol; 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 96 102 62 545 7S 7 244 86 460 739 32 User Adj: 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 96 102 62 545 75 7 244 86 460 739 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 96 102 62 545 75 7 244 86 460 739 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 116 96 102 62 545 75 7 244 86 460 739 32 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1,00 2.00 1.00 1.00 2,00 1.00 1.00 1.48 0.52 1.00 1.92 0.08 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 2810 990 1900 3642 158 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.03 0.05 0.03 0.14 0.04 0.00 0.09 0.09 0.24 0.20 0.20 Crit Moves: **** Green/Cycle: 0.11 VOlume/Cap: 0.58 Delay/Veh: 46.8 User DelAdj: 1.00 AdjDel/Veh: 46.8 HCM2kAvg: 4 **** **** **** 0.18 0.14 34.9 1. 00 34.9 1 0.18 0.30 36.4 1. 00 36.4 3 0.18 0.19 35.3 1.00 35.3 2 0.25 0.58 34.0 1. 00 34.0 8 0.25 0.16 29.6 1. 00 29.6 2 0.10 0.04 40.7 1. 00 40.7 o 0.15 0.58 41.1 1. 00 41.1 6 0.15 0.58 41.1 1. 00 41.1 6 0.42 0.58 23.5 1. 00 23.5 11 0.47 0.43 18.0 1.00 18.0 8 0.47 0.43 18.0 1. 00 18.0 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-193 Future Base with Project Cowed Dee 22, 2004 09:30:31 Page 27-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #29 Waterman Avenue @ Marshall Boulevard ******************************************************************************** Cycle (sec): 100 Critical VOl./Cap. (X): 0.626 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 4.6 Optimal Cycle: 29 Level Of Service: A ******************************************************************************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Permitted permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------11--------------- 11---------------11---------------1 Volume Module: >> Count Date: 1 Jan 2003 << 2030 AM Peak Base Vol: 134 1311 0 0 1886 113 17 0 143 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 1311 0 0 1B86 113 17 0 143 0 0 0 Added Vol, 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 1311 0 0 1886 113 17 0 143 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1311 0 0 1886 113 17 0 143 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1311 0 0 1886 113 17 0 143 0 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 134 1311 0 0 1886 113 17 0 143 0 0 0 ------------1---------------11-- ------------[ 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.89 0.11 1.00 0.00 1.00 0.00 1.00 1.00 Final Sat.: 1900 3800 0 1900 3585 215 1900 0 1900 0 1900 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.34 0.00 0.00 0.53 0.53 0.01 0.00 0.08 0.00 0.00 0.00 Crit Moves: Green/eycle: 0.84 Volume/eap: 0.08 Delay/Veh: 1.4 User DelAdj: 1.00 AdjDel/Veh: 1.4 HCM2kAvg: 1 **** **** 0.84 0.41 2.0 1. 00 2.0 5 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.84 0.63 3.1 1. 00 3.1 11 0.84 0.63 3.1 1. 00 3.1 11 0.12 0.07 39.2 1. 00 39.2 o 0.00 0.00 0.0 1. 00 0.0 o 0.12 0.63 47.3 1. 00 47.3 5 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ***k**************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -194 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 28-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Average Delay (sec/veh): Intersection #30 Waterman Avenue @ 36th Street ******************************************************************************** F [ 54. 8J 1.5 Worst Case Level Of Service: ******************************************************************************** Street Name: Waterman Avenue 36th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Uncontrolled uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 130 1175 0 Growth Adj: 1.00 1.00 1.00 Initial Sse: 130 1175 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 130 1175 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 130 1175 0 Reduct Vol: 0 0 0 Final Vol.: 130 1175 0 Critical Gap Module: Critical Gp: 4.1 =xx xxxxx xxxxx xxxx =xx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 =xx =xxx =xxx =xx xxxxx 3 .5 xxxx 3.3 xxxxx xxxx xxxxx ------------1---------------1 1---------------11--------------- 11---------------1 Capacity Module: Cnflict Vol: 1790 xxxx xxxxx xxxx xxxx xxxxx 2630 xxxx 895 xxxx xxxx xxxxx Potent Cap.: 350 xxxx =xx xxxx xxxx xxxxx 20 xxxx 288 xxxx xxxx xxxxx Move Cap.: 350 xxxx xxxxx xxxx =xx xxxxx 14 xxxx 288 xxxx xxxx xxxxx Volume/Cap: 0.37 xxxx xxxx xxxx xxxx =xx 0.28 xxxx 0.11 xxxx xxxx xxxx ------------1---------------1 1---------------11---------------11- -------------1 Level Of Service Module: Queue: 1.7 =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.4 Stopped Del: 21.2 xxxx =xx xxxxx xxxx xxxxx xxxxx xxxx 19.1 LOS by Move: C * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 14 xxxx xxxxx SharedQueue : xxxxx xxxx =xxx =xxx =xx xxxxx 0 .7 xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 340.4 xxxx xxxxx Shared LOS: * * * * * * F * * ApproachDel: xxxxxx xxxxxx 54.8 ApproachLOS: * * F o 1. 00 o o o o 1. 00 1.00 o o o 1774 1. 00 1774 o o 1774 1. 00 1. 00 1774 o 1774 16 1. 00 16 o o 16 1. 00 1. 00 16 o 16 4 1. 00 4 o o 4 1. 00 1. 00 4 o 4 o 1. 00 o o o o 1. 00 1. 00 o o o 32 1. 00 32 o o 32 1. 00 1. 00 32 o 32 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * LT - LTR - RT o xxxX xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * xxxxxx * * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -195 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 29-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Se~vice Computation Repo~t 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive **********************************************************~********************* Cycle (see): 100 Critical Vol./Cap. (xl: 0.366 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec/veh): 11.2 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Street Name: Sterl ing Avenue Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------- --- 1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. G~een: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 51 20 3 80 266 58 19 53 131 48 244 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 20 3 80 266 58 19 53 131 48 244 49 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 20 3 80 266 58 19 53 131 48 244 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 20 3 80 266 58 19 53 131 48 244 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 20 3 80 266 58 19 53 131 48 244 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 51 20 3 80 266 58 19 53 131 48 244 49 ------------1---------------1 1---------------1 1---------------1 1---------------1 Satu~ation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.92 0.08 0.39 1.32 0.29 0.26 0.74 1.00 0.28 1.43 0.29 Final Sat.: 480 476 42 219 753 169 139 389 603 155 811 167 ------------1---------------11--------- -----11---------------11---------------1 capacity Analysis Module: vol/Sat: 0.11 0.04 0.07 0.37 0.35 0.34 0.14 0.14 0.22 0.31 0.30 0.29 C~it Moves: **** **** **** **** Delay/Veh: 10.5 9.6 9.6 12.4 11.9 11.5 10.1 10.1 9.8 11.6 11.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.5 9.6 9.6 12.4 11.9 11.5 10.1 10.1 9.8 11.6 11.3 LOS by Move: B A A B B B B B A B B ApproachDel: 10.2 11.9 9.9 11.3 Delay Adj: 1. 00 1. 00 1. 00 1. 00 ApprAdjDel: 10.2 11.9 9.9 11.3 LOS by Appr; B B A B ******************************************************************************** o 11.0 1. 00 11.0 B Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -196 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 30-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ******************************************************************************** Cycle (sec); Loss Time (see): Optimal Cycle: 100 o (Y+R = o Critical Vol. /Cap. (X): 4 sec) Average Delay (sec/veh); Level Of Service: 0.245 8.1 A ******************************************************************************** Street Name: Sterling Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 II 0 0 0 0 II 0 0 0 1 0 0 0 ------------ 1---------------11---------------1 1---------------11---------------1 Volume Module: 2030 AM Peak Base Vol; 16 4 3 40 0 31 9 105 105 27 55 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 4 3 40 0 31 9 105 105 27 55 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 4 3 40 0 31 9 105 105 27 55 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 4 3 40 0 31 9 105 105 27 55 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol; 16 4 3 40 0 31 9 105 105 27 55 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 16 4 3 40 0 31 9 105 105 27 55 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.74 0.26 0.56 0.00 0.44 0.04 0.48 0.48 0.33 0.67 0.00 Final Sat.: 603 504 178 426 0 330 37 429 429 262 533 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 capacity Analysis Module: Vol/Sat: 0.03 0.01 0.02 0.09 xxxx 0.09 0.24 0.24 0.24 0.10 0.10 xxxx Crit Moves: **** **** **** **** Delay/Veh: 8.5 7.8 7.8 7.9 0.0 7.9 8.2 8.2 8.2 7.9 7.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh; 8.5 7.8 7.8 7.9 0.0 7.9 8.2 8.2 8.2 7.9 7.9 LOS by Move: A A A A * A A A A A A ApproachDel: 8 . 2 7 . 9 8 .2 7. 9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.2 7.9 8.2 7.9 LOS by Appr: A A A A ******************************************************************************** o 0.0 LOa 0.0 " Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -197 Future Base with Project CoWed Dee 22, 2004 09:30:31 San Bernardino General Plan update 2030 Conditions AM Peak Page 31-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Average Delay (sec/veh): 4.9 Intersection #33 Del Rosa Avenue @ Foothill Drive ******************************************************************************** B [ 14.8] Worst Case Level Of Service: ******************************************************************************** Street Name: Del Rosa Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control; Uncontrolled Uncontrolled Stop sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Ii 0 0 ------------1--------- -----11---------------1 1---------------1 1---------------1 Volume Module: >> Count Date: 1 Jan 2003 << 2030 AM Peak Base Vol: 0 83 7 213 351 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 83 7 213 351 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 Initial Fut: 0 83 7 213 351 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 83 7 213 351 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 Final Vol.: 0 83 7 213 351 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx XXXXX 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 iet Vol: xxxx xxxx xxxxx 90 xxxx xxxxx xxxx xxxx xxxxx 864 xxxx 45 Potent Cap.: x.xxx xxxx xxxxx 1518 xxxx xxxxx xxxx xxxx xxxxx 327 xxxx 1031 Move Cap.; x.xxx xxxx xxxxx 1518 xxxx xxxxx xxxx xxxx =xxx 287 xx.xx 1031 Vol ume/ Cap: xxx.x xxxx xxxx 0 . 14 xxxx xxxx xxxx xxxx xxxx 0 . 21 xxxx 0 . 10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx Stopped Del:xxxx.x xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxx.x SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLoS: * o 1. 00 o o o o 1. 00 1. 00 o o o 59 1. 00 59 o o 59 1. 00 1. 00 59 o 59 o 1. 00 o o o o 1. 00 1. 00 o o o 100 1. 00 100 o o 100 1. 00 1. 00 100 o 100 0.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 . 8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx A * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxy.;.:: 526 xxxxx o . 5 xxxx =xxx xxxxx xxxx =xxx xxxxx 1 . 3 xxxxx 7 . 8 xxxx =xxx xxxxx xxxx =xxx xxxxx 14. 8 xxxxx A * * * * * * B * xxxxxx xxxxxx 14 . 8 * * B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -198 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 32-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Average Delay (sec/veh), Intersection #34 30th Street @ Lynwood Drive ******************************************************************************** A[ 9.7] 9.6 Worst Case Level Of Service: **********************************************************************~********* Street Name: 30th Street Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11---------------1 1---------------11---------------1 eontrol: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Ignore Include Include Include Lanes, 0 0 1 0 1 0 0 0 0 0 0 0 1 () 0 1 0 1 0 0 ------------1- -------------11---------------1 1---------------] 1---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 197 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 197 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 197 User Adj: 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final vol.: 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.5 xxxxx 7.1 6.5 xxxxx FOllowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 xxxxx 3.5 4.0 xxxxx ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx 3 0 xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx =xxx xxxx 0 xxxxx 1025 0 xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx .1025 0 xxxxx VOlume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx 0.49 0.00 xxxx ------------1---------------1 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx LOS by Move: * * * * * * * A * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx =xxx Shared LOS: * * * * * * * * * ApproachDel: xxxxxx xxxxxx 0.0 ApproachLOS : * * A o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o 5 1. 00 5 o o 5 1. 00 1. 00 5 o 5 o 1. 00 o o o o 1. 00 1. 00 o o o 500 1.00 500 o o 500 1. 00 1. 00 500 o 500 2.7 11.8 B LT - xxxx xxxxx =xxx * 110 1. 00 110 o o 110 1. 00 1. 00 110 o 110 xxxx xxxx xxxx * o 1. 00 o o o o 1. 00 1. 00 o o o 0.0 0.0 A LTR xxxxx xxxxx * - RT xxxxx xxxxx xxxxx * 9.7 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -199 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 33-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #35 Waterman Avenue @ 40th Street ******************************************************************************** Cycle (sec): 100 Critical vol./Cap. (X): 0.820 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 28.5 Optimal Cycle: 63 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------I---------------! 1---------------1 1--------------- 11--------------- 1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 258 650 12 502 1688 194 63 400 132 11 356 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 258 650 12 502 1688 194 63 400 132 11 356 42 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 258 650 12 502 1688 194 63 400 132 11 356 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 650 12 502 1688 194 63 400 132 11 356 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 650 12 502 1688 194 63 400 132 11 356 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 258 650 12 502 1688 194 63 400 132 11 356 42 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 1.79 0.21 1.00 1.50 0.50 1.00 1.79 0.21 Final Sat.: 1900 3731 69 1900 3408 392 1900 2857 943 1900 3399 401 ------------1---------------1 1---------------1 1--------------- 11--------------- 1 capacity Analysis Module: Vol/Sat: 0.14 0.17 0.17 0.26 0.50 0.50 0.03 0.14 0.14 0.01 0.10 0.10 Crit Moves: **** Green/eycle: 0.17 Volume/eap: 0.82 Delay/Veh: 55.9 User DelAdj: 1.00 AdjDel/veh: 55.9 HCM2kAvg: 10 **** **** 0.31 0.57 29.9 1. 00 29.9 9 0.31 0.57 29.9 1. 00 29.9 8 0.46 0.57 20.4 1. 00 20.4 11 0.60 0.82 18.0 1. 00 18.0 25 0.60 0.82 18.0 1. 00 18.0 24 0.17 0.19 35.9 1. 00 35.9 2 0.17 0.82 48.2 1. 00 48.2 10 0.17 0.82 48.2 1. 00 48.2 10 0.17 0.03 34.6 1. 00 34.6 o 0.17 0.61 40.2 1. 00 40.2 7 0.17 0.61 40.2 1. 00 40.2 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-200 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak Page 34-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #36 Waterman Avenue @ 34th Street ******************************************************************************** Average Delay (sec/veh), 0.4 Worst Case Level Of Service: ******************************************************************************** D [ 26.7] Street Name: Waterman Avenue 34th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: uncontrolled Uncontrolled Stop sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------11------------ --11---------- ---- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 30 1312 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 30 1312 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 30 1312 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 30 1312 0 Reduct Vol: 0 0 0 Final Vol.: 30 1312 0 Critical Gap Module: Critical Gp: 4.1 XXX){ xxxxx xxxxx XXX){ xxxxx 6.8 XXX){ 6.9 xxxxx XXX){ xxxxx FollowUpTim: 2.2 XXX){ xxxxx xxxxx XXX){ xxxxx 3.5 xxxx 3.3 xxxxx xxxx =xxx ------------1---------------1 1---------------11---------------11---------------1 eapacity Module: enflict Vol: 1872 xxxx xxxxx XXX){ xxxx xxxxx 2584 XXX){ 936 xxxx XXX){ =xxx Potent Cap.: 326 XXX){ xxxxx XXX){ XXX){ xxxxx 21 XXX){ 270 xxxx xxxx xxxxx Move Cap.: 326 xxxx xxxxx xxxx xxxx xxxxx 20 xxxx 270 xxxx xxxx xxxxx Volume/Cap: 0.09 xxxx xxxx xxxx xxxx xxxx 0.05 xxxx 0.09 xxxx xxxx XXX){ ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: 0 . 3 XXX){ xxxxx xxxxx XXX){ xxxxx xxxxx xxxx Stopped Del: 17.2 xxxx xxxxx xxxxx XXX){ xxxxx xxxxx xxxx LOS by Move: C * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR Shared Cap.: xxxx XXX){ xxxxx xxxx xxxx xxxxx 20 XXX){ SharedQueue : xxxxx XXX){ xxxxx xxxxx XXX){ xxxxx 0 . 1 xxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx XXX){ xxxxx 195.7 XXX){ Shared LOS: * * * * * * F * ApproachDel: xxxxxx xxxxxx 26.7 ApproachLOS : * * D o 1. 00 o o o o 1. 00 1. 00 o o o 1863 1. 00 1863 o o 1863 1. 00 1. 00 1863 o 1863 9 1. 00 9 o o 9 1.00 1. 00 9 o 9 1 1.00 1 o o 1 1. 00 1. 00 1 o 1 o 1. 00 o o o o 1. 00 1. 00 o o o 24 1. 00 24 o o 24 1. 00 1. 00 24 o 24 0.3 19.6 C - RT o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxxx xxxx =xx xxxxx :x.xxx xxxxx * * * xxxxx xxxxx xxxxx * LT - LTR - RT o XXX){ = xxxxx xy.xx: xxxxx xxxxx XXX){ xxxxx * x.xxxxx * * * Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -201 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 35-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #37 Waterman Avenue @ parkdale Avenue ****************************************~*************************************** Cycle (sec): 100 Critical vol./cap. (X): 0.553 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/vehl: 3.7 Optimal Cycle: 25 Level Of Service: A ******************************************************************************** Street Name: Waterman Avenue Parkdale Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 129 1067 23 34 1764 113 4 9 11 24 70 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 129 1067 23 34 1764 113 4 9 11 24 70 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 129 1067 23 34 1764 113 4 9 11 24 70 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 129 1067 23 34 1764 113 4 9 11 24 70 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 129 1067 23 34 1764 113 4 9 11 24 70 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 129 1067 23 34 1764 113 4 9 11 24 70 34 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 1.88 0.12 1.00 0.45 0.55 1.00 1.00 1.00 Final Sat.: 1900 3720 80 1900 3571 229 1900 855 1045 1900 1900 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.29 0.29 0.02 0.49 0.49 0.00 0.01 0.01 0.01 0.04 0.02 Crit Moves: **** **** Green/Cycle: 0.86 0.86 0.86 0.86 0.86 0.86 0.10 0.10 0.10 0.10 0.10 0.10 Volume/Cap: 0.08 0.33 0.33 0.02 0.57 0.57 0.02 0.11 0.11 0.13 0.37 0.18 Delay/Veh: 1.1 1.4 1.4 1.0 2.2 2.2 40.6 41.2 41.2 41.3 43.3 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 1.1 1.4 1.4 1.0 2.2 2.2 40.6 41.2 41.2 41.3 43.3 41.7 HCM2kAvg: 1 3 4 0 9 9 0 1 1 1 2 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-202 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 36-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Valencia Avenue @ 30th Street ******************************************************************************** Cycle (see): 100 Critical VOl./Cap. (X): 0.137 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (see/veh): 1.4 Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Street Name: Valencia Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 1 0 4 0 0 0 0 198 30 80 499 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 4 0 0 0 0 198 30 80 499 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 0 4 0 0 0 0 198 30 80 499 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 0 4 0 0 0 0 198 30 80 499 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 0 4 0 0 0 0 198 30 80 499 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1 0 4 0 0 0 0 198 30 80 499 0 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.74 0.26 1.00 2.00 0.00 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 3300 500 1900 3800 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.06 0.04 0.13 0.00 Crit Moves: **** **** Green/Cycle: 0.10 0.00 0.10 0.00 0.00 0.00 0.00 0.86 0.86 0.86 0.86 0.00 Volume/Cap: 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.07 0.07 0.05 0.15 0.00 Delay/Veh: 40.5 0.0 40.6 0.0 0.0 0.0 0.0 1.1 1.1 1.0 1.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.5 0.0 40.6 0.0 0.0 0.0 0.0 1.1 1.1 1.0 1.1 0.0 HCM2kAvg: 0 0 0 0 0 0 0 1 1 0 1 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-203 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 37-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #39 Valencia Avenue @ 40th Street ******************************************************************************** Cycle (sec): 100 critical vol./Cap. (X): 0.667 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 15.0 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Street Name: Valencia Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 28 0 16 0 0 0 0 903 47 23 376 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 0 16 0 0 0 0 903 47 23 376 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 0 16 0 0 0 0 903 47 23 376 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 0 16 0 0 0 0 903 47 23 376 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 0 16 0 0 0 0 903 47 23 376 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 0 16 0 0 0 0 903 47 23 376 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.90 0.10 0.12 1.88 0.00 Final Sat.: 449 0 526 0 0 0 0 1355 71 71 1171 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 xxxx 0.03 xxxx xxxx xxxx xxxx 0.67 0.66 0.32 0.32 xxxx Crit Moves: **** **** **** Delay/Veh: 10.6 0.0 9.2 0.0 0.0 0.0 0.0 17.0 16.7 11.0 10.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.6 0.0 9.2 0.0 0.0 0.0 0.0 17.0 16.7 11.0 10.9 LOS by Move: B * A * * * * C C B B ApproachDel: 10.1 == 17.0 10.9 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 10.1 xxxxxx 17.0 10.9 LOS by Appr, B * C B ******************************************************************************** o 0.0 1. 00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -204 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 38-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (sec): 100 critical Vol./Cap. {X}: 0.695 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 26.5 Optimal Cycle: 41 Level Of Service: e ******************************************************************************** Street Name: Del Rosa Avenue SR- 3 0 EB Ramps Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 371 171 637 586 0 330 0 423 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 371 171 637 586 0 330 0 423 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 371 171 637 586 0 330 0 423 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 371 171 637 586 0 330 0 423 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 371 171 637 586 0 330 0 423 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 371 171 637 586 0 330 0 423 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.05 0.95 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3902 1798 1900 3800 0 1900 0 1900 0 0 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.10 0.10 0.34 0.15 0.00 0.17 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.14 0.14 0.48 0.62 0.00 0.32 0.00 0.32 0.00 0.00 0.00 VOlume/Cap: 0.00 0.69 0.69 0.69 0.25 0.00 0.54 0.00 0.69 0.00 0.00 0.00 Delay/Veh: 0.0 43.9 43.9 22.5 8.6 0.0 28.9 0.0 33.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 43.9 43.9 22.5 8.6 0.0 28.9 0.0 33.2 0.0 0.0 0.0 HCM2kAvg: 0 7 7 16 4 0 9 0 12 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-205 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 39-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service eomputation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol. /eap. (X): 0.740 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 18.9 Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 ____________1_______________11_______________11_______________ 11---------------1 Volume Module: 2030 AM Peak Base Vol: 408 393 0 0 1086 865 0 0 0 48 0 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 408 393 0 0 1086 865 0 0 0 48 0 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Pas serByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 408 393 0 0 1086 865 0 0 0 48 0 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 408 393 0 0 1086 865 0 0 0 48 0 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 408 393 0 0 1086 865 0 0 0 48 0 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 408 393 0 0 1086 865 0 0 0 48 0 17 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1900 3800 0 0 3800 1900 0 0 0 1900 0 1900 ------------1---------------11---------- ----11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.21 0.10 0.00 0.00 0.29 0.46 0.00 0.00 0.00 0.03 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.27 0.84 0.00 0.00 0.57 0.57 0.00 0.00 0.00 0.10 0.00 0.10 volume/Cap: 0.80 0.12 0.00 0.00 0.50 0.80 0.00 0.00 0.00 0.25 0.00 0.09 Delay/Veh: 42.6 1.4 0.0 0.0 13.1 21.1 0.0 0.0 0.0 42.3 0.0 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 42.6 1.4 0.0 0.0 13.1 21.1 0.0 0.0 0.0 42.3 0.0 41.1 HCM2kAvg: 14 1 0 0 10 22 0 0 0 2 0 1 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-206 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 40-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) ************************************************************************~******* Intersection #42 Sierra Way @ 40th Street ******************************************************************************** Cycle (sec): Loss Time (see): Optimal Cycle, 100 6 (Y+R '" 36 Critical Vol./Cap. (X), 3 sec) Average Delay (sec/veh): Level Of Service: 0.626 26.4 C *************************************************~****************************** Street Name: Sierra Way 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM peak Base Vol: 18 132 34 180 1191 67 26 185 150 321 435 272 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 132 34 180 1191 67 26 185 150 321 435 272 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 132 34 180 1191 67 26 185 150 321 435 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 132 34 180 1191 67 26 185 150 321 435 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 132 34 180 1191 67 26 185 150 321 435 272 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 18 132 34 180 1191 67 26 185 150 321 435 272 ------------1---------------11--------------- 11---------------11- -------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.59 0.41 1.00 1.89 0.11 1.00 1.10 0.90 1.00 1.23 0.77 Final Sat.: 1900 3022 778 1900 3598 202 1900 2099 1701 1900 2338 1462 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.01 0.04 0.04 0.09 0.33 0.33 0.01 0.09 0.09 0.17 0.19 0.19 Crit Moves: **** **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.10 0.10 0.10 0.30 0.30 0.30 Volume/Cap: 0.02 0.08 0.08 0.18 0.62 0.62 0.14 0.88 0.88 0.56 0.62 0.62 Delay/Veh: 10.8 11.2 11.2 11.9 16.5 16.5 41.4 65.0 65.0 30.5 30.9 30.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.8 11.2 11.2 11.9 16.5 16.5 41.4 65.0 65.0 30.5 30.9 30.9 HCM2kAvg: 0 1 1 3 14 13 1 8 8 9 10 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -207 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 41-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #43 Waterman Avenue @ Hospitality Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.637 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1---------------1---------------II--~------------I eontrol: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 2 1 0 3 0 1 1 0 1 0 1 2 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 1 Jan 2003 << 2030 AM Peak Base Vol: 237 769 727 148 675 258 171 143 209 432 591 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 237 769 727 148 675 258 171 143 209 432 591 230 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 237 769 727 148 675 258 171 143 209 432 591 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 237 769 727 148 675 258 171 143 209 432 591 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 769 727 148 675 258 171 143 209 432 591 230 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 237 769 727 148 675 258 171 143 209 432 591 230 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.44 0.56 Final Sat.: 3800 3800 3800 1900 5700 1900 1900 1900 1900 3800 2735 1065 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.19 0.08 0.12 0.14 0.09 0.08 0.11 0.11 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.32 0.32 0.12 0.34 0.48 0.14 0.10 0.20 0.38 0.34 0.34 Volume/eap: 0.62 0.64 0.60 0.64 0.35 0.28 0.64 0.75 0.55 0.30 0.64 0.64 Delay/veh: 46.4 30.3 29.7 47.6 24.8 15.8 45.5 59.3 37.7 21.8 28.9 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 30.3 29.7 47.6 24.8 15.8 45.5 59.3 37.7 21.8 28.9 28.9 HCM2kAvg: 5 11 10 5 5 5 6 6 6 5 11 11 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-208 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 42-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ****************************************~*************************************** Intersection #44 Hospitality Lane @ Carnegie Drive ******************************************************************************** Cycle (see): Loss Time (see): Optimal Cycle: 100 8 (Y+R ~ 48 Critical Vol. leap. (X): 3 see) Average Delay (see/veh): Level Of Service: 0.555 28.9 C ******************************************************************************** Street Name: Hospitality Lane Carnegie Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights, Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM peak Base Vol: 923 121 26 23 57 89 343 440 105 60 286 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 923 121 26 23 57 89 343 440 105 60 286 23 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 923 121 26 23 57 89 343 440 105 60 286 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 923 121 26 23 57 89 343 440 105 60 286 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 923 121 26 23 57 89 343 440 105 60 286 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 923 121 26 23 57 89 343 440 105 60 286 23 ------------1------------- -11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.85 0.15 Final Sat.: 3800 1900 1900 1900 3800 1900 1900 3800 1900 1900 3517 283 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.24 0.06 0.01 0.01 0.02 0.05 0.18 0.12 0.06 0.03 0.08 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.39 0.39 0.39 0.10 0.10 0.10 0.29 0.33 0.72 0.10 0.13 0.13 Volume/Cap: 0.62 0.16 0.03 0.12 0.15 0.47 0.62 0.36 0.08 0.32 0.62 0.62 Delay/Veh: 24.9 19.6 18.6 41.3 41.3 44.3 32.5 25.9 4.2 42.8 43.3 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.9 19.6 18.6 41.3 41.3 44.3 32.5 25.9 4.2 42.8 43.3 43.3 HCM2kAvg: 12 2 0 1 1 3 10 5 1 2 5 5 *********************~********************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH, WALNUT, CA F -209 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan update 2030 Conditions AM peak Page 43-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #45 Tippecanoe Avenue @ Rialto Avenue ******************************************************************************** Average Delay (sec/veh): 6.9 Worst Case Level Of Service: F[ 91.7] ******************************************************************************** Street Name: Tippecanoe Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Uncontrolled uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 143 678 0 Growth Adj: 1.00 1.00 1.00 Initial Ese: 143 678 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 143 678 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 143 678 0 Reduct Vol: 0 0 0 Final Vol.: 143 678 0 Critical Gap Module: eri tical Gp: 4 . 1 xxxx =xxx =xxx xxxx xxxxx 6 . 8 =xx 6 . 9 xxxxx XXX}{ xxxxx FollowupTim: 2.2 =xx =xxx xxxxx =xx xxxxx 3.5 xxxx 3.3 =xxx XXX}{ xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 1029 xxxx xxxxx xxxx xxxx xxxxx 1607 xxxx 514 xxxx xxxx xxxxx Pot en t Cap.: 683 xxxx xxxxx xxxx xxxx xxxxx 98 xxxx 510 xxxx xxxx xxxxx Move Cap. : 683 xxxx xxxxx xxxx xxxx xxxxx 82 xxxx 510 xxxx xxxx xxxxx Volume/Cap: 0.21 xxxx xxxx xxxx xxxx ;<XXX 0.88 xxxx 0.12 xxxx xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: 0.8 xxxx xxxxx xxxxx =xx xxxxx Stopped Del: 11.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: B * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx =xxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * o 1. 00 o o o o 1. 00 1. 00 o o o 935 1. 00 935 o o 935 1. 00 1. 00 935 o 935 94 1. 00 94 o o 94 1. 00 1. 00 94 o 94 * xxxx xxxx xxxxx =xxx xxxx xxxxx =xxx xxxx xxxxx * LT - LTR - RT * xxxxxx * * 72 1. 00 72 o o 72 1. 00 1. 00 72 o 72 o 1. 00 o o o o 1. 00 1. 00 o o o 59 1.00 59 o o 59 1. 00 1. 00 59 o 59 0.4 13.0 B - RT o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxxx XXX){ xxxxx xxxxx XXX){ xxxxx * xxxx x.x.xxx x.x.xxx * XXX){ x.x.xxx xxxx xx.xxx xxxx xxxxx * LT - LTR - RT * xxxx =xxx =xxx * xxxx xxxxx xxxx x.x.xxx xxxx xxxxx xxxxxx * * * * * * 4.6 =xx 156.2 xxxx F * LT - LTR * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-210 91. 7 F Future Base with Project Cowed Dec 22, 2004 09:30:31 Page 44-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave @ Harry Shepard Blvd ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 8 (Y+R '" 38 Critical Vol./eap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.516 6.7 A ******************************************************************************** Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 1i 0 0 1 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 811 153 69 874 0 0 0 0 35 0 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 811 153 69 874 0 0 0 0 35 0 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 811 153 69 874 0 0 0 0 35 0 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 811 153 69 874 0 0 0 0 35 0 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 811 153 69 874 0 0 0 0 35 0 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 811 153 69 874 0 0 0 0 35 0 7 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 1900 1900 1900 1900 3800 0 0 1900 0 1900 1900 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.08 0.04 0.23 0.00 0.00 0.00 0.00 0.02 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.77 Volume/Cap: 0.00 0.56 DelayjVeh: 0.0 6.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 0.0 6.2 HeM2kAvg: 0 12 **** **** 0.77 0.11 3.6 1. 00 3.6 1 0.08 0.44 54.2 1. 00 54.2 3 0.85 0.27 1.8 1. 00 1.8 3 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.08 0.22 52.1 1. 00 52.1 1 0.00 0.00 0.0 1. 00 0.0 o 0.08 0.04 50.7 1. 00 50.7 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANBTECH, WALNUT, CA F-211 Future Base with Project CoWed Dec 22, 2004 09:30:31 page 45-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Tippecanoe Avenue @ 3rd Street ****************************************************************************~*** Cycle (sec): 100 Critical Vol. /Cap. (X): 0.573 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/vehl: 30.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue 3rd Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 AM Peak Base Vol: 62 228 404 58 731 102 76 424 38 382 894 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 228 404 58 731 102 76 424 38 382 894 27 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 228 404 58 731 102 76 424 38 382 894 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 228 404 58 731 102 76 424 38 382 894 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 228 404 58 731 102 76 424 38 382 894 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 62 228 404 58 731 102 76 424 38 382 894 27 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.76 0.24 1.00 1.84 0.16 1.00 2.00 1.00 Final Sat.: 1900 1900 1900 1900 3335 465 1900 3487 313 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.03 0.12 0.21 0.03 0.22 0.22 0.04 0.12 0.12 0.20 0.24 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.35 0.35 0.10 0.35 0.35 0.10 0.18 0.18 0.29 0.37 0.37 Volume/Cap: 0.33 0.35 0.61 0.31 0.63 0.63 0.40 0.68 0.68 0.68 0.63 0.04 Delay/Veh: 42.9 24.3 28.1 42.7 28.3 28.3 43.6 41.3 41.3 34.6 26.7 20.0 User DelAdj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 24.3 28.1 42.7 28.3 28.3 43.6 41.3 41.3 34.6 26.7 20.0 HCM2kAvg: 2 5 11 2 11 11 3 8 8 11 12 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-212 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 46-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street ******************************************************************************** Cycle (sec): 100 critical Vol. /Cap. (X): 0.629 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 24.4 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-------- ------11---------------11---------------11---------------I Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base vol: 648 907 0 793 789 4 5 0 665 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 648 907 0 793 789 4 5 0 665 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 648 907 0 793 789 4 5 0 665 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 648 907 0 793 789 4 5 0 665 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 648 907 0 793 789 4 5 0 665 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 648 907 0 793 789 4 5 0 665 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1900 5700 0 1900 3800 1900 1900 1900 1900 1900 1900 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.34 0.16 0.00 0.42 0.21 0.00 0.00 0.00 0.35 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.51 0.23 0.00 0.59 0.31 0.41 0.10 0.00 0.61 0.00 0.00 0.00 Volume/Cap: 0.67 0.70 0.00 0.70 0.67 0.01 0.03 0.00 0.57 0.00 0.00 0.00 Delay/Veh: 20.1 37.4 0.0 16.2 31.5 17.4 40.7 0.0 12.4 0.0 0.0 0.0 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 20.1 37.4 0.0 16.2 31.5 17.4 40.7 0.0 12.4 0.0 0.0 0.0 HCM2kAvg: 15 10 0 18 11 0 0 0 12 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-213 Future Base with Project CoWed Dee 22, 2004 09:30:31 San Bernardino General Plan update 2030 Conditions AM Peak page 47-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #49 Rancho Avenue @ 5th St/Foothill Blvd *****************************************************************-*************** Average Delay (sec/veh): 656.7 Worst Case Level Of Service: F[2636.8] ******************************************************************************** Street Name: Rancho Avenue 5th Street/Foothill Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------! ---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights; Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 192 0 451 Growth Adj: 1.00 1.00 1.00 Initial Bse: 192 0 451 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 192 0 451 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 192 0 451 Reduet Vol: 0 0 0 Final Vol.: 192 0 451 Critical Gap Module: Cri tical Gp: 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx FoIl owUpT im : 3 . 5 xxxx 3 . 3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 2 xxxx =xxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1754 xxxx 390 xxxx xxxx xxxxx xxxx xxxx xxxxx 1238 xxxx xxxxx Potent Cap.: 78 xxxx 614 =xx =xx xxxxx xxxx =xx xxxxx 570 xxxx =xxx Move Cap.: 32 =xx 614 =xx =xx xxxxx xxxx xxxx =xxx 570 xxxx xxxxx volume/Cap: 5.94 xxxx 0 .73 xxxx xxxx xxxx xxxx xxxx xxxx 0 .72 xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx =xx xxxx xxxxx 5 . 9 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx =xx xxxxx xxxx =xx 25.9 xxxx xxxxx LOS by Move: * * * * * * * * * D * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 96 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx =xx xxxx xxxxx SharedQueue : xxxxx 71. 7 =xx =xx xxxx =xxx xxxxx xxxx xxxxx =xxx xxxx xxxxx Shrd StpDel: =xx 2637 xxxxx =xxx xxxx xxxxx =xxx xxxx xxxxx =xxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel : 2636 . 8 xxxxxx XXXXXX XXJOOQC ApproachLOS : F * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 780 1. 00 780 o o 780 1. 00 1. 00 780 o 780 458 1.00 458 o o 458 1. 00 1. 00 458 o 458 410 1. 00 410 o o 410 1. 00 1. 00 410 o 410 307 1. 00 307 o o 307 1. 00 1. 00 307 o 307 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling ASSOC. Licensed to TRANS TECH , WALNUT, CA F -214 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 48-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #50 Mount Vernon Avenue @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.673 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 34.7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 87 247 170 192 570 54 55 673 183 350 511 116 Growth Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 0,0 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Initial Bse: 87 247 170 192 570 54 55 673 183 350 511 116 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 87 247 170 192 570 54 55 673 183 350 511 116 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 87 247 170 192 570 54 55 673 183 350 511 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 247 170 192 570 54 55 673 183 350 511 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 MLF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Final Vol.: 87 247 170 192 570 54 55 673 183 350 511 116 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.83 0.17 1.00 1.57 0.43 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3471 329 1900 2988 812 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.05 0.07 0.09 0.10 0.16 0.16 0.03 0.23 0.23 0.18 0.13 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.10 0.10 0.23 0.23 0.23 0.10 0.32 0.32 0.26 0.49 0.49 VOlume/Cap: 0.46 0.65 0.89 0.43 0.70 0.70 0.29 0.70 0.70 0.70 0.28 0.13 DelayjVeh: 44.2 47.3 81.9 33.2 37.5 37.5 42.6 31.5 31.5 37.6 15.4 14.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.2 47.3 81.9 33.2 37.5 37.5 42.6 31.5 31.5 37.6 15.4 14.2 HCM2kAvg: 3 5 8 5 10 10 2 13 12 11 5 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH/ WALNUT/ CA F-215 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 49-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #51 Mountain View Ave @ San Bernardino Ave ******************************************************************************** Cycle (see): 100 critical Vol./Cap. (X): 1.372 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 107.1 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Street Name: Mountain View Ave San Bernardino Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------( 1---------------1 Volume Module: 2030 AM Peak Base Vol: 391 201 165 12 43 12 4 298 119 165 780 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 391 201 165 12 43 12 4 298 119 165 780 92 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 201 165 12 43 12 4 298 119 165 780 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 201 165 12 43 12 4 298 119 165 780 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 201 165 12 43 12 4 298 119 165 780 92 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 391 201 165 12 43 12 4 298 119 165 780 92 ____________1_______________11_______________11_______________11_______________1 Saturation Flow Module: Adjustment: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Lanes: 0.66 0.34 1.00 0.22 0.78 1.00 1.00 1.00 1.00 0.32 1.50 0.18 Final Sat.: 285 146 488 82 292 408 371 393 424 145 701 84 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 1.37 1.37 0.34 0.15 0.15 0.03 0.01 0.76 0.28 1.14 1.11 1.09 Crit Moves: **** **** **** **** Delay/Veh: 205.1 205 13.7 13.7 13.7 11.5 12.4 35.2 14.4 111.2 103 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 205.1 205 13.7 13.7 13.7 11.5 12.4 35.2 14.4 111.2 103 LOS by Move: F F B B B B B E B F F ApproachDel: 163.4 13.3 29.1 103.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 163.4 13.3 29.1 103.7 LOS by Appr: F B D F ******************************************************************************** o 96.1 1-00 96.1 F Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-216 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 50-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue ******************************************************************************** Cycle (see): no Critical vol./Cap. (X): 0.488 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 22.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted permitted protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------[ 1---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 141 30 83 25 158 274 134 614 197 80 938 10 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 141 30 83 25 158 274 134 614 197 80 938 10 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 141 30 83 25 158 274 134 614 197 80 938 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 141 30 83 25 158 274 134 614 197 80 938 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 30 83 25 158 274 134 614 197 80 938 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 141 30 83 25 158 274 134 614 197 80 938 10 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 1900 1900 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.04 0.01 0.08 0.14 0.07 0.16 0.10 0.04 0.25 0.01 Crit Moves: **** **** **** Green/cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.14 0.56 0.56 0.09 0.51 0.51 Volume/Cap: 0.25 0.03 0.15 0.04 0.28 0.49 0.49 0.29 0.19 0.46 0.49 0.01 Delay/veh: 29.7 27.5 28.7 27.7 29.9 32.3 44.7 12.8 12.0 49.4 18.0 13.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.7 27.5 28.7 27.7 29.9 32.3 44.7 12.8 12.0 49.4 18.0 13.5 HCM2kAvg: 4 0 2 1 4 8 5 5 3 3 10 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-217 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 51-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #53 State Street @ Highland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.539 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 15.2 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak . Base Vol: 5 197 637 154 247 4 2 39 2 347 80 190 G~owth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 197 637 154 247 4 2 39 2 347 80 190 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 5 197 637 154 247 4 2 39 2 347 80 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 197 637 154 247 4 2 39 2 347 80 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 197 637 154 247 4 2 39 2 347 80 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 197 637 154 247 4 2 39 2 347 80 190 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 0.98 1.00 0.76 1.22 0.02 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 47 1853 1900 1445 2318 38 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.34 0.11 0.11 0.11 0.00 0.01 0.00 0.18 0.02 0.10 Crit Moves: **** **** Green/Cycle: 0.62 0.62 0.62 0.62 0.62 0.62 0.34 0.34 0.34 0.34 0.34 0.34 Volume/Cap: 0.17 0.17 0.54 0.17 0.17 0.17 0.00 0.03 0.00 0.54 0.06 0.30 Delay/Veh: 8.0 8.0 11.2 8.1 B.1 B.1 21.9 22.1 21.9 27.7 22.4 24.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 8.0 8.0 11.2 8.1 B.1 B.1 21.9 22.1 21.9 27.7 22.4 24.6 HCM2kAvg: 3 3 11 3 3 3 0 0 0 9 1 4 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-218 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 52-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #54 Tippecanoe Ave @ Hospitality Lane ******************************************************************************** Cycle (see): 100 Critical Vol. /Cap. (X): 0.432 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh), 17.9 Optimal Cycle: 36 Level Of Service: B ********************************~*********************************************** Street Name: Tippecanoe Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - 1 I - - - - - - - - - - - - - - - 1 1 - - - - - - - - - - - - - - - 1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 117 1162 205 49 863 279 75 92 17 109 157 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 1162 205 49 863 279 75 92 17 109 157 111 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 1162 205 49 863 279 75 92 17 109 157 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 1162 205 49 863 279 75 92 17 109 157 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 1162 205 49 863 279 75 92 17 109 157 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 117 1162 205 49 863 279 75 92 17 109 157 III ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.55 0.45 1.00 2.27 0.73 1.00 1.00 1.00 0.41 0.59 1.00 Final Sat.: 3800 4845 855 1900 4307 1393 1900 1900 1900 779 1121 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.24 0.24 0.03 0.20 0.20 0.04 0,05 0.01 0.14 0.14 0.06 Crit Moves: **** **** **** Green/CYCle: 0.10 0.53 0.53 0.10 0.53 0.53 0.31 0.31 0,31 0.31 0.31 0.31 Volume/Cap: 0.31 0.45 0.45 0.26 0.38 0.38 0.13 0.16 0.03 0.45 0.45 0.19 Delay!Veh, 42.2 14.6 14.6 42.3 13.9 13.9 24.9 25.2 24.1 28.3 28.3 25.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 42.2 14.6 14.6 42.3 13.9 13.9 24.9 25.2 24.1 28.3 28.3 25.5 HCM2kAvg: 2 9 9 2 7 7 2 2 0 7 7 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -219 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 53-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #55 Tippecanoe Ave @ San Bernardino Ave ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.698 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 37.6 Optimal Cycle: 49 Level Of Service: D ******************************************************************************** Street Name: Tippecanoe Avenue San Bernardino Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: prot+Permit Prot+Permit Prot+Permit prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM peak Base Vol: 143 973 117 121 1053 157 59 143 130 162 596 423 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 973 117 121 1053 157 59 143 130 162 596 423 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 143 973 117 121 1053 157 59 143 130 162 596 423 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 973 117 121 1053 157 59 143 130 162 596 423 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 973 117 121 1053 157 59 143 130 162 596 423 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 143 973 117 121 1053 157 59 143 130 162 596 423 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.05 0.95 1.00 1.17 0.83 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 1990 1810 1900 2223 1577 __H____HH I--____H_HHH II H_ ___H____H II H_____H__H__II__HH______H_! Capacity Analysis Module: Vol/Sat: 0.08 0.26 0.06 0.06 0.28 0.08 0.03 0.07 0.07 0.09 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.40 0.40 0.08 0.38 0.38 0.08 0.08 0.08 0.37 0.37 0.37 VOlume/Cap: 0.73 0.64 0.15 0.76 0.73 0.22 0.37 0.86 0.86 0.23 0.73 0.73 Delay/Veh: 65.3 30.0 23.2 73.4 33.9 25.3 53.5 75.1 75.1 26.4 34.8 34.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.3 30.0 23.2 73.4 33.9 25.3 53.5 75.1 75.1 26.4 34.8 34.8 HCM2kAvg: 7 15 3 6 18 4 2 7 7 4 17 17 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-220 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 54-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #57 Lena Road @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical voL/cap. (X), 0.377 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 22.2 Optimal Cycle: 34 Level Of Service: C ******************************************************************************** Street Name: Lena Road Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 0 120 0 38B 375 529 0 0 409 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 120 0 388 375 529 0 0 409 167 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 120 0 388 375 529 0 0 409 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 120 0 388 375 529 0 0 409 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 120 0 38B 375 529 0 0 409 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 120 0 388 375 529 0 0 409 167 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.13 0.87 Final Sat.: 0 0 0 1900 0 3BOO 1900 3800 0 0 4047 1653 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.10 0.20 0.14 0.00 0.00 0.10 0.10 Cr i t Move s : * * * * * * * * * * * * Green/Cycle: 0.00 0.00 0.00 0.17 0.00 0.17 0.52 0.79 0.00 0.00 0.27 0.27 Volume/Cap: 0.00 0.00 0.00 0.38 0.00 0.61 0.38 0.18 0.00 0.00 0.38 0.38 Delay/veh: 0.0 0.0 0.0 37.7 0.0 40.3 14.4 2.5 0.0 0.0 29.9 29.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.7 0.0 40.3 14.4 2.5 0.0 0.0 29.9 29.9 HCM2kAvg: 0 0 0 4 0 6 7 2 0 0 5 5 ******************************************************************************** Traffix 7.6.0715 lc) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -221 Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 55-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #58 Waterman Avenue @ Barton Road ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.885 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 27.7 Optimal Cycle: 86 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 11 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------ j ---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 0 332 0 341 SS8 1373 0 0 136S 274 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 332 0 341 558 1373 0 0 1365 274 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 332 0 341 558 1373 0 0 1365 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 332 0 341 558 1373 0 0 1365 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 332 0 341 558 1373 0 0 1365 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 332 0 341 558 1373 0 0 1365 274 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 1900 0 3800 0 1900 1900 3800 0 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.18 0.29 0.36 0.00 0.00 0.36 0.14 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.20 0.00 0.20 0.33 0.74 0.00 0.00 0.41 0.41 Volume/cap: 0.00 0.00 0.00 0.43 0.00 0.89 0.89 0.49 0.00 0.00 0.89 0.36 Delay/Veh: 0.0 0.0 0.0 35.2 0.0 59.7 45.8 5.5 0.0 0.0 34.1 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 35.2 0.0 59.7 45.8 5.5 0.0 0.0 34.1 20.9 HCM2kAvg: 0 0 0 5 0 14 20 9 0 0 23 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-222 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 56-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #59 Boulder Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 120 Critical Vol. /eap. (X): 0.320 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh}: 25.0 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Street Name: Boulder Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 211 0 219 0 0 0 0 378 208 141 452 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 211 0 219 0 0 0 0 378 208 141 452 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 0 219 0 0 0 0 378 208 141 452 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 0 219 0 0 0 0 378 208 141 452 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 0 219 0 0 0 0 378 208 141 452 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 211 0 219 0 0 0 0 378 208 141 452 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 1900 1900 1900 3800 0 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.12 0.00 0.00 0.00 0.00 0.10 0.11 0.07 0.12 0.00 Crit Moves; **** **** **** Green/Cycle: 0.36 0.00 0.36 0.00 0.00 0.00 0.00 0.34 0.34 0.23 0.57 0.00 Volume/Cap: 0.31 0.00 0.32 0.00 0.00 0.00 0.00 0.29 0.32 0.32 0.21 0.00 Delay!Veh: 27.9 0.0 28.1 0.0 0.0 0.0 0.0 29.0 29.5 38.7 12.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.9 0.0 28.1 0.0 0.0 0.0 0.0 29.0 29.5 38.7 12.4 0.0 HCM2kAvg: 6 0 6 0 0 0 0 5 6 4 4 0 ******************************************************************************** Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-223 Future Base with Project CoWed Dec 22, 2004 09:30:31 page 57-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road ******************************************************************************** eycle (see): 120 Critical Vol. /eap. (X): 0.648 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 35.1 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Orange Show Road Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: protected protected Protected protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 274 900 107 44 744 62 83 361 328 176 517 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 274 900 107 44 744 62 83 361 328 176 517 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 274 900 107 44 744 62 83 361 328 176 517 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 274 900 107 44 744 62 83 361 328 176 517 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 274 900 107 44 744 62 83 361 328 176 517 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 274 900 107 44 744 62 83 361 328 176 517 48 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.24 0.06 0.02 0.20 0.03 0.04 0.10 0.17 0.09 0.14 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.44 0.44 0.08 0.30 0.30 0.08 0.27 0.27 0.14 0.33 0.33 Volume/Cap: 0.65 0.54 0.13 0.28 0.65 0.11 0.52 0.36 0.65 0.65 0.42 0.08 Delay/Veh: 45.9 24.9 19.9 52.6 37.7 30.3 55.9 35.9 42.0 54.0 31.8 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.9 24.9 19.9 52.6 37.7 30.3 55.9 35.9 42.0 54.0 31.8 28.0 HCM2kAvg: 10 12 2 2 12 2 4 5 11 7 7 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F -224 Future Base with project CoWed Dee 22r 2004 09:30:31 Page 58-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street ****~*************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.679 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 39.5 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Del Rosa Avenue Third Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------~-----I----------- ---11---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 15 94 93 32 851 287 76 579 75 381 1078 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. Initial Bse: 15 94 93 32 861 287 76 579 75 381 1078 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 94 93 32 861 287 76 579 75 381 1078 24 User Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 94 93 32 861 287 76 579 75 381 1078 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 94 93 32 861 287 76 579 75 381 1078 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 15 94 93 32 861 287 76 579 75 381 1078 24 -~-----~----I---------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.01 0.99 1.00 1.50 0.50 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 1910 1890 1900 2850 950 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.01 0.05 0.05 0.02 0.30 0,30 0.04 0.15 0.04 0.20 0.28 0.01 Crit Moves: **** Green/Cycle: 0,08 Volume/Cap: 0.09 Delay/Veh: 51.1 User DelAdj: 1.00 AdjDel/Veh: 51.1 HCM2kAvg: 1 **** **** **** 0.24 0.21 36.6 1. 00 36.6 3 0.24 0.21 36.6 1.00 36.6 3 0.24 0.07 35.4 1. 00 35.4 1 0.40 0.76 33.8 1.00 33.8 19 0.40 0.76 33.8 1. 00 33.8 19 0.08 0.48 54.8 1. 00 54.8 3 0.20 0.78 50,9 1. 00 50.9 12 0.20 0.20 40.6 1. 00 40.6 2 0.26 0.78 48.9 1. 00 48.9 15 0.37 0.76 35.7 1. 00 35.7 19 0.37 0.03 24.0 1. 00 24.0 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-225 Future Base with project CoWed Dec 22, 2004 09:30:31 Page 59-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way ******************************************************************************** Cycle (sec): 100 critical Vol./Cap. (X): 0.391 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 10.3 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Street Name: Waterman Avenue Vanderbil t Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 I! 0 0 1 1 0 0 1 ------------1---------------11---------------[[---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 1177 51 88 1068 0 0 0 0 14 0 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1177 51 88 1068 0 0 0 0 14 0 162 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1177 51 88 1068 0 0 0 0 14 0 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1177 51 88 1068 0 0 0 0 14 0 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1177 51 88 1068 0 0 0 0 14 0 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1177 51 88 1068 0 0 0 0 14 0 162 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 3.00 0.00 0.00 1.00 0.00 2.00 0.00 1.00 Final Sat.: 1900 3800 1900 1900 5700 0 0 1900 0 3800 0 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.03 0.05 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.09 Crit Moves: **** **** **** Green/Cycle: 0.00 0.64 0.64 0.10 0.74 0.00 0.00 0.00 0.00 0.18 0.00 0.18 VOlume/Cap: 0.00 0.48 0.04 0.46 0.25 0.00 0.00 0.00 0.00 0.02 0.00 0.48 Delay/Veh: 0.0 9.4 6.6 44.3 4.1 0.0 0.0 0.0 0.0 34.0 0.0 38.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.4 6.6 44.3 4.1 0.0 0.0 0.0 0.0 34.0 0.0 38.1 HCM2kAvg: 0 9 1 3 3 0 0 0 0 0 0 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-226 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 60-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #64 Waterman Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 120 Critical Vo1./Cap. (x): 0.628 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 37.3 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------11--- - ---------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 115 224 44 208 861 173 105 356 257 150 839 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 224 44 208 861 173 105 356 257 150 839 87 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 224 44 208 861 173 105 356 257 150 839 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 224 44 208 861 173 105 356 257 150 839 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 224 44 208 861 173 105 356 257 150 839 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 224 44 208 861 173 105 356 257 150 839 87 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.81 0.19 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3443 357 ------------1---------------11---------------11---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.02 0.11 0.23 0.09 0.06 0.09 0.14 0.08 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.08 0.08 0.37 0.36 0.36 0.09 0.39 0.39 0.08 0.39 0.39 Volume/Cap: 0.63 0.71 0.28 0.29 0.63 0.25 0.63 0.24 0.34 0.95 0.63 0.63 Delay/Veh: 58.9 60.7 52.6 26.6 32.6 27.2 60.2 24.5 25.9 110.6 30.6 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.9 60.7 52.6 26.6 32.6 27.2 60.2 24.5 25.9 110.6 30.6 30.6 HCM2kAvg: 5 5 2 5 13 4 5 4 7 9 14 14 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -227 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 61-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #65 E Street @ Orange Show Road ******************************************************************************** Cycle (sec): 120 critical Vol. /Cap. (xl: 0 . 660 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 33.4 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: E Street Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected protected Protected Rights: Include Ovl Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------1--------------- 1 1---------------1 I~--------------I 1---------------1 Volume Module: 2030 AM Peak Base Vol: 263 374 147 73 463 333 502 873 695 180 659 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 263 374 147 73 463 333 502 873 695 180 659 87 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 263 374 147 73 463 333 502 873 695 180 659 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 263 374 147 73 463 333 502 873 695 180 659 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 263 374 147 73 463 333 502 873 695 180 659 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 263 374 147 73 463 333 502 873 695 180 659 87 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.44 0.56 2.00 2.00 1.00 2.00 1.11 0.89 2.00 2.00 1.00 Final Sat.: 3800 2728 1072 3800 3800 1900 3800 2116 1684 3800 3800 1900 ------------1---------------1 1---------------1 1---------------1 I-----------~---I Capacity Analysis Module: Vol/Sat: 0.07 0.14 0.14 0.02 0.12 0.18 0.13 0.41 0.41 0.05 0.17 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.19 0.19 0.08 0.19 0.48 0.28 0.58 0.58 0.08 0.37 0.46 Volume/Cap: 0.83 0.72 0.72 0.23 0.64 0.37 0.46 0.72 0.72 0.57 0.46 0.10 Delay!Veh: 70.8 48.9 48.9 51.8 46.6 20.2 35.7 19.6 19.6 55.4 28.7 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.8 48.9 48.9 51.8 46.6 20.2 35.7 19.6 19.6 55.4 28.7 18.6 HeM2kAvg: 7 10 10 1 9 8 8 21 21 4 9 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -228 Future Base with Project CoWed Dec 22, 2004 09:30:31 Pag.e 62-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #66 E Street @ 2nd Street **************************************************************************.****** Cycle (sec): 110 Critical Vol./Cap. (X): 0.654 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 29.5 Optimal Cyele: 48 Level Of Service: C ******************************************************************************** Street Name: E Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected protected Protected Rights: Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1---------------11--------- -----11------- --- ---11------- -------1 Volume Module: 2030 AM Peak Base Vol: 74 235 46 12 630 91 439 1179 199 74 269 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 74 235 46 12 630 91 439 1179 199 74 269 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserSyVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 235 46 12 630 91 439 1179 199 74 269 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 235 46 12 630 91 439 1179 199 74 269 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 235 46 12 630 91 439 1179 199 74 269 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 235 46 12 630 91 439 1179 199 74 269 11 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 1.00 2.88 0.12 Final Sat.: 1900 1900 1900 1900 3800 1900 1900 3251 549 1900 5476 224 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.12 0.02 0.01 0.17 0.05 0.23 0.36 0.36 0.04 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle, 0.09 0.23 0.23 0.09 0.23 0.75 0.51 0.51 0.51 0.09 0.09 0.09 VOlume/Cap: 0.43 0.53 0.10 0.07 0.71 0.06 0.45 0.71 0.71 0.43 0.54 0.54 Delay/Veh: 49.0 38.0 33.2 45.9 41.4 3.8 17.4 21.8 21.8 49.0 49.0 49.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 49.0 38.0 33.2 45.9 41.4 3.8 17.4 21.8 21.8 49.0 49.0 49.0 HCM2kAvg.: 3 7 1 0 11 1 9 18 18 3 4 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling. Assoc. Licensed to TRANSTECH, WALNUT, CA F-229 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 63-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #67 State Street @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol. /cap. (xl: 0.516 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 19.3 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: State Street Basel ine Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 176 0 190 0 0 0 0 770 203 259 277 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 0 190 0 0 0 0 770 203 259 277 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 176 0 190 0 0 0 0 770 203 259 277 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 0 190 0 0 0 0 770 203 259 277 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 0 190 0 0 0 0 770 203 259 277 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 176 0 190 0 0 0 0 770 203 259 277 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.58 0.42 1.00 2.00 0.00 Final Sat.: 1900 0 1900 0 0 0 0 3007 793 1900 3800 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.09 0.00 0.10 0.00 0.00 0.00 0.00 0.26 0.26 0.14 0.07 0.00 Crit Moves: **** **** **** Green/CYCle: 0.18 0.00 0.44 0.00 0.00 0.00 0.00 0.50 0.50 0.26 0.76 0.00 VOlume/Cap: 0.52 0.00 0.23 0.00 0,00 0.00 0.00 0.52 0.52 0.52 0.10 0.00 Delay/Veh: 38.5 0.0 17.3 0.0 0.0 0.0 0.0 17.3 17.3 32.3 3.1 0.0 User DelAdj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.5 0.0 17.3 0.0 0.0 0.0 0.0 17.3 17.3 32.3 3.1 0.0 HCM2kAvg: 5 0 4 0 0 0 0 10 10 7 1 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-230 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 64-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #68 Kendall Drive @ 40th Street ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.285 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 12.8 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 volume Module: 2030 AM peak Base Vol: 0 319 2 336 546 0 0 0 0 9 0 310 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 0 319 2 336 546 0 0 0 0 9 0 310 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 319 2 336 546 0 0 0 0 9 0 310 User Adj: 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 319 2 336 546 0 0 0 0 9 0 310 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 319 2 336 546 0 0 0 0 9 0 310 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 319 2 336 546 0 0 0 0 9 0 310 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 1.00 2.00 0.00 1.00 1.00 1.00 Final Sat.: 1900 3776 24 1900 3800 1900 1900 3800 0 1900 1900 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.00 0.08 0.08 0.18 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.16 Crit Moves: **** **** **** Green/Cycle: 0.00 0.27 0.27 0.58 0.85 0.00 0.00 0.00 0.00 0.08 0.00 0.66 VOlume/Cap: 0.00 0.31 0.31 0.31 0.17 0.00 0.00 0.00 0.00 0.06 0.00 0.25 Delay/Veh: 0.0 34.6 34.6 13.3 1.6 0.0 0.0 0.0 0.0 50.8 0.0 8.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 34.6 34.6 13.3 1.6 0.0 0.0 0.0 0.0 50.8 0.0 8.5 HCM2kAvg: 0 5 6 6 2 0 0 0 0 0 0 5 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-231 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 65-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #69 Mount Vernon Avenue @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical vol./cap. (X): 0.527 Loss Time (sec}: 6 (Y+R = 3 sec) Average Delay (sec/veh): 22.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Basel ine Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 _ __________1_______________11_______________11 _______________11_______________1 Volume Module: 2030 AM Peak Base Vol: 28 234 39 111 611 52 82 867 117 117 504 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 234 39 111 611 52 82 867 117 117 504 107 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 234 39 111 611 52 82 867 117 117 504 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 234 39 111 611 52 82 867 117 117 504 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 234 39 111 611 52 82 867 117 117 504 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 234 39 111 611 52 82 867 117 117 504 107 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.71 0.29 1.00 1.84 0.16 1.00 1.76 0.24 1.00 1.65 0.35 Final Sat.: 1900 3257 543 1900 3502 298 1900 3348 452 1900 3135 665 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.07 0.07 0.06 0.17 0.17 0.04 0.26 0.26 0.06 0.16 0.16 Crit Moves: **** **** **** Green/Cycle: 0.33 0.33 0.33 0.33 0.33 0.33 0.10 0.49 0.49 0.12 0.51 0.51 Volume/Cap: 0.04 0.22 0.22 0.18 0.53 0.53 0.43 0.53 0.53 0.53 0.32 0.32 Delay/Veh: 22.7 24.2 24.2 23.9 27.5 27.5 43.9 17.7 17.7 43.9 14.5 14.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 22.7 24.2 24.2 23.9 27.5 27.5 43.9 17.7 17.7 43.9 14.5 14.5 HCM2kAvg: 1 3 3 2 9 8 3 10 10 4 5 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-232 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 66-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #70 Waterman Avenue @ Mill Street ******************************************************************************** Cycle (sec): 120 Critical vol./eap. (X): 0,533 Loss Time (sec): 8 (Y+R = 3 see} Average Delay (sec/veh): 38.6 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: protected Protected protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 99 612 181 144 718 214 290 587 124 147 490 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 612 181 144 718 214 290 587 124 147 490 155 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 612 181 144 718 214 290 587 124 147 490 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Volume: 99 612 181 144 718 214 290 587 124 147 490 155 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 612 181 144 718 214 290 587 124 147 490 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 99 612 181 144 718 214 290 587 124 147 490 155 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.32 0.68 1.00 2.31 0.69 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 4399 1301 1900 4391 1309 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.14 0.08 0.16 0.16 0.15 0.15 0.07 0.08 0.13 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.32 0.32 0.08 0.31 0.31 0.29 0.45 0.45 0.08 0.24 0.24 VOlume/Cap: 0.53 0.43 0.43 0.91 0.53 0.53 0.53 0.35 0.15 0.93 0.53 0.34 Delay/Veh: 54.5 32.3 32.3 100.5 34.8 34.8 37.1 22.0 19.8 105.4 40.2 38.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.5 32.3 32.3 100.5 34.8 34.8 37.1 22.0 19.8 105.4 40.2 38.0 HCM2kAvg: 4 8 8 8 10 10 9 7 3 9 8 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F ~233 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 67-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #71 E Street @ 30th Street ******************************************************************************** Cycle (see): 100 Critical vol./cap. (x): 0.449 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 15.3 Optimal Cyele: 24 Level Of Service: B ******************************************************************************** Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 7 531 50 256 620 362 145 64 35 328 190 289 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 531 50 256 620 362 145 64 35 328 190 289 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 531 50 256 620 362 145 64 35 328 190 289 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 531 50 256 620 362 145 64 35 328 190 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 531 50 256 620 362 145 64 35 328 190 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 7 531 50 256 620 362 145 64 35 328 190 289 ------------[---------------11---------------11---------------11---------------[ Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.83 0.17 1.00 1.26 0.74 1.00 1.29 0.71 1.00 2.00 1.00 Final Sat.: 1900 3473 327 1900 2399 1401 1900 2457 1343 1900 3800 1900 - - - - - - - - - - - - I - - - - - - - - - - - - - - - 1 1 - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - -I I - - - - - - - - - - - - - - - I Capacity Analysis Module: Vol/Sat: 0.00 0.15 0.15 0.13 0.26 0.26 0.08 0.03 0.03 0.17 0.05 0.15 Crit Moves: **** **** Green/Cycle: 0.58 0.58 0.58 0.58 0.58 0.58 0.38 0.38 0.38 0.38 0.38 0.38 Volume/Cap: 0.01 0.27 0.27 0.23 0.45 0.45 0.20 0.07 0.07 0.45 0.13 0.40 Delay/Veh: 9.0 10.7 10.7 10.5 12.3 12.3 20.6 19.5 19.5 23.3 20.0 22.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 9.0 10.7 10.7 10.5 12.3 12.3 20.6 19.5 19.5 23.3 20.0 22.7 HCM2kAvg: 0 4 4 4 9 9 3 1 1 8 2 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F .234 Future Base with Project CoWed Dee 22, 2004 09:30:31 San Bernardino General plan Update 2030 Conditions AM Peak Page 68-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #72 Ohio Avenue @ Palm Avenue ******************************************************************************** Average Delay (sec/veh): 7.9 Worst Case Level Of Service: A[ 9.3] ******************************************************************************** Street Name: Ohio Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 33 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 33 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 33 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 33 0 0 Reduct Vol: 0 0 0 Final Vol.: 33 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict vol: 15 xxxx xxxxx xxxx xxxx xxxxx 110 67 1 88 81 0 Potent Cap.: 1616 xxxx xxxxx xxxx xxxx xxxxx 873 828 1090 902 813 0 Move Cap.: 1616 xxxx xxxxx xxxx xxxx xxxxx 797 810 1090 865 796 0 Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.01 0.02 0.01 0.00 0.10 0.00 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: 0 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0 . 0 Stopped Del: 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 8.3 LOS by Move: A * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 805 xxxx xxxxx SharedQueue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx 0.1 xxxx xxxxx Shrd StpDel: 7.3 xxxx xxxxx 0.0 xxxx xxxxx 9.6 xxxx xxxxx Shared LOS: A * * A * * A * * ApproachDel: xxx.x.x.x xxxxxx 9.3 ApproachLOS : * * A o LOO o o o o 1. 00 1. 00 o o o 1 1.00 1 o o 1 1. 00 1. 00 1 o 1 14 1. 00 14 o o 14 1. 00 1. 00 14 o 14 11 1.00 11 o o 11 1. 00 1. 00 11 o 11 18 1. 00 18 o o 18 1. 00 1. 00 18 o 18 10 1. 00 10 o o 10 1.00 1. 00 10 o 10 1 1. 00 1 o o 1 1. 00 1. 00 1 o 1 76 1. 00 76 o o 76 1. 00 1. 00 76 o 76 10 1. 00 10 o o 10 1. 00 1. 00 10 o 10 0.0 0.0 A - RT xxxxx xxxxx xxxxx * 8.9 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -235 xxxxx xxxx xx.xxx xxxx 'I< 'I< LT ~ LTR 797 xxxx 0.3 xxxx 10.0 xxxx A * Future Base with Project CoWed Dee 22, 2004 09:30:31 Page 69-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #73 Victoria Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap. (X): 0.382 Loss Time (see): 8 (Y+R = 4 see) Average Delay (see/veh); 26.0 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Victoria Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 11 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 138 20 26 17 103 70 43 471 254 190 854 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 138 20 26 17 103 70 43 471 254 190 854 54 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 138 20 26 17 103 70 43 471 254 190 854 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 138 20 26 17 103 70 43 471 254 190 854 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 20 26 17 103 70 43 471 254 190 854 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 138 20 26 17 103 70 43 471 254 190 854 54 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 xxxx 1.00 1.00 1.30 0.70 1.00 2.00 1.00 Final Sat.: 1900 1900 1900 1900 xxxx 1900 1900 2469 1331 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.01 0.01 0.01 0.00 0.04 0.02 0.19 0.19 0.10 0.22 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.14 0.14 0.14 0.09 0.09 0.08 0.43 0.43 0.23 0.57 0.57 Volume/Cap: 0.39 0.08 0.10 0.06 0.05 0.39 0.27 0.44 0.44 0.44 0.39 0.05 Delay/Veh: 43.7 45.1 45.2 45.0 49.5 52.6 52.5 24.3 24.3 40.8 14.3 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.7 45.1 45.2 45.0 49.5 52.6 52.5 24.3 24.3 40.8 14.3 11.4 HCM2kAvg: 5 1 1 1 0 3 2 9 9 6 9 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -236 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 70-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #74 Palm Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.725 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 39.7 Optimal Cycle: 53 Level Of Service: D ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11------- -------1 Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 214 92 93 58 390 206 52 135 265 318 590 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 214 92 93 58 390206 52 135 265 318 590 73 Added Vol, 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 214 92 93 58 390 206 52 135 265 318 590 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 214 92 93 58 390 206 52 135 265 318 590 73 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 214 92 93 58 390 206 52 135 265 318 590 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 214 92 93 58 390 206 52 135 265 318 590 73 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.65 0.35 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3800 1900 1900 1900 1243 657 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.05 0.05 0.03 0.31 0.31 0.03 0.04 0.14 0.17 0.16 0.04 Crit Moves: ** ** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.26 0.43 0.43 0.08 0.19 0.19 0.23 0.34 0.34 Volume/Cap: 0.68 0.19 0.19 0.12 0.73 0.73 0.33 0.19 0.73 0.73 0.46 0.11 Delay/Veh, 59.1 35.0 35.1 34.3 31.8 31.8 53.1 40.8 53.0 49.0 31.5 27.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.1 35.0 35.1 34.3 31.8 31.8 53.1 40.8 53.0 49.0 31.5 27.5 HCM2kAvg: 5 3 3 2 19 19 2 2 11 12 9 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-237 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 71-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #75 SR-30 EB Ramps @ Highland Avenue ******************************************************************************** Cycle (see): 110 Critical Vol./Cap. (X): 0.600 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 20.3 Optimal Cycle: 27 Level Of Service: C ******************************************************************************** Street Name: SR- 3 0 EB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Split phase Split Phase permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 ------------1---------------11---------------11------.---------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 0 1185 0 220 0 408 0 0 1011 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1185 0 220 0 408 0 0 10~1 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1185 0 220 0 408 0 0 1011 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1185 0 220 0 .408 0 0 1011 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1185 0 220 0 408 0 0 1011 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 1185 0 220 0 408 0 0 1011 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3800 0 3800 0 3800 0 0 3800 0 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.00 0,00 0.00 0.31 0.00 0.06 0.00 0.11 0.00 0.00 0.27 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.52 0.00 0.52 0.00 0,44 0.00 0.00 0.44 0.00 Volume/Cap: 0.00 0.00 0.00 0.60 0.00 0.11 0.00 0.24 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 18.9 0.0 13.5 0.0 19.1 0.0 0.0 23.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 18.9 0.0 13.5 0.0 19.1 0.0 0.0 23.8 0.0 HCM2kAvg: 0 0 0 14 0 2 0 4 0 0 13 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -238 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 72-1 San Bernardino General Plan update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #76 SR-30 WB Ramps @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critical Vol. /Cap. (X): 0 .317 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 13.5 Optimal Cyele: 26 Level Of Service: B ******~************************************************************************* Street Name, SR-30 WB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 0 10 10 10 0 0 10 10 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 333 0 150 0 0 0 0 805 0 0 677 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 333 0 150 0 0 0 0 805 0 0 677 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 333 0 150 0 0 0 0 805 0 0 677 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 333 0 150 0 0 0 0 805 0 0 677 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 0 150 0 0 0 0 805 0 0 677 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 333 0 150 0 0 0 0 805 0 0 677 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 3800 0 1900 1900 0 1900 1900 3800 0 03BOO 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.08 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.18 0.00 Crit Moves: **** **** Green/Cycle: 0.28 0.00 0.28 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.67 0.00 Volume/Cap: 0.32 0.00 0.29 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.27 0.00 Delay/veh: 31.7 0.0 31.5 0.0 0.0 0.0 0.0 7.7 0.0 0.0 7.4 0.0 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 31.7 0.0 31.5 0.0 0.0 0.0 0.0 7.7 0.0 0.0 7.4 0.0 HCM2kAvg: 4 0 4 0 0 0 0 6 0 0 5 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -239 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 73-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #77 Arden Avenue @ Highland Avenue ******************************************************************************** Cycle (sec) , 120 Critical Vol./Cap. (X): 0.707 Loss Time (sec): 10 (Y+R = 3 sec) Average Delay (sec/vehl: 34.9 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Street Name: Arden Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 252 81 152 16 190 77 37 787 493 352 681 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 252 81 152 16 190 77 37 787 493 352 681 43 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 252 81 152 16 190 77 37 787 493 352 681 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 252 81 152 16 190 77 37 787 493 352 681 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 252 81 152 16 190 77 37 787 493 352 681 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 252 81 152 16 190 77 37 787 493 352 681 43 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.42 0.58 2.00 2.00 1.00 1.00 2.82 0.18 Final Sat.: 1900 1900 1900 1900 2704 1096 3800 3800 1900 1900 5361 339 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: vol/Sat: 0.13 0.04 0.08 0.01 0.07 0.07 0.01 0.21 0.26 0.19 0.13 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.14 0.14 0.14 0.10 0.10 0.08 0.37 0.37 0.26 0.55 0.55 VOlume/Cap: 0.71 0.30 0.56 0.06 0.71 0.71 0.12 0.56 0.71 0.71 0.23 0.23 Delay/Veh: 52.0 46.2 49.5 44.5 58.4 58.4 51.1 30.8 35.8 44.7 14.2 14.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.0 46.2 49.5 44.5 58.4 58.4 51.1 30.8 35.8 44.7 14.2 14.2 HCM2kAvg: 10 3 6 1 6 6 1 12 16 13 4 4 ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -240 Future Base with Project CoWed Dec 22, 2004 09:30:31 San Bernardino General Plan Update 2030 Conditions AM Peak page 74-1 Level Of Service Computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #78 Arden Avenue @ SR-30 WB Ramps ************************************************************"'******************* Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ O.OJ ******************************************************************************** Street Name: Arden Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx = FollowUpTim:xxxxx xxxx xxxxx xxxxx =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnfl ict Vol: xxxx xxxx xxxxx xxxx xxxx:x:xxxx xxxx xxxx xxxxx xxxx xxxx = Potent Cap.: xxxx xxxx Xxxxx = xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx: Move Cap.: XXX){ xxxx xxxxx = xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx =xx xxxxx xxxxx xxxx xxxxx xxxxx =xx xxxxx LOS by Move: * * * * * * * '" '" '" '" '" Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx XXX){ xxxxx XXX){ xxxx = xxxx xxxx xxxxx xxxx xxxx = SharedQueue : xxxxx =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: '" '" '" '" '" '" * * * * * * ApproachDel : xxxxx:x: xxxxxx xxxxxx = ApproachLOS: '" * '" * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 955 1.00 955 o o 955 1. 00 1. 00 955 o 955 o 1. 00 o o o o 1.00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 1010 1. 00 1010 o o 1010 1. 00 1. 00 1010 o 1010 1339 1. 00 1339 o o 1339 1. 00 1. 00 1339 o 1339 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-241 Future Base with Project CoWed Dec 22, 2004 09:30:31 Page 75-1 San Bernardino General Plan Update 2030 Conditions AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 EB Ramps ******************************************************************************** eycle (see): 100 Critical Vol./Cap. (X): 0.417 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 15.7 Optimal Cycle; 24 Level Of Service: B ******************************************************************************** Arden Avenue SR - 3 0 EB Ramps North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------I---------------II------~--------II---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights; Include Include Include Include Min. Green: 0 10 10 10 10 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 AM Peak Base Vol: 0 553 66 451 584 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 0 553 66 451 584 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut; 0 553 66 451 584 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume; 0 553 66 451 584 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 553 66 451 584 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. ; 0 553 66 451 584 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.79 0.21 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3395 405 1900 3800 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: vol/sat: 0.00 0.16 0.16 0.24 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.39 0.39 0.57 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOlume/Cap: 0.00 0.42 0.42 0.42 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 22.4 22.4 12.4 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 22.4 22.4 12.4 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 7 7 8 4 0 0 0 0 0 0 0 ******************************************************************************** Street Name: Approach: Movement: o F-242 Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-243 Existing Conditions Man Sep 27, 2004 16:10:54 eity of San Bernardino General plan Existing Conditions PM Peak Impact Analysis Report Level Of Service Intersection .4 1 Pepper Avenue @ Rialto Avenue 2 Pepper Avenue @ Mill Street C 30.4 0.450 J# j# j# J# )# ~ J# Base Dell LOS Veh B 16.4 vi e 0.496 3 Meridian Avenue @ Rialto AveDu F 75.1 0.000 4 Northpark Boulevard @ Fairview A 9.6 0.000 5 Northpark Boulevard @ Universi 0 39.6 0.689 6 Kendall Drive @ University Par C 28.6 0.595 7 Northpark Boulevard @ Sierra W C 16.1 0.000 9 Hunts Lane @ E Street 8 E Street @ Highland Avenue C 21.7 0.900 F OVRFL 0.000 # J# 1 ~# i# J# 11 Waterman Avenue @ Fifth Street 12 E Street @ Baseline Street 13 Arrowhead Avenue @ Baseline St 14 Mount Vernon Avenue @ 2nd Stre 15 Mount Vernon Avenue @ Rialto A F 256.21.593 B 19.4 0.566 D 38.3 1.043 C 30.0 0.643 B 14.0 0.384 A 9.3 0.000 # 16 K Street @ 3rd Street J # . J # J# .\# J# .h 17 Mount Vernon Avenue @ 5th Stre 18 Waterman Avenue @ 30th Street 19 Kendall Drive @ Palm Avenue 20 Belmont Avenue @ Palm Avenue 21 Sierra Way @ 30th Street 22 Del Rosa Avenue @ Baseline Str C 22.5 0.489 c 23.4 0.654 C 23.9 0.480 A 8.5 0.232 B 15.0 0.361 # 23 Waterman Avenue @ SR-30 EE Ram F 90.4 1.171 c 24.7 0.396 # 24 Leroy/SR-30 WE On Ramp @ 30th B 17.4 0.401 Future Del/ V/ LOS Veh C B 16.4 0.496 C 30.4 0.450 F 75.1 0.000 A 9.6 0.000 D 39.6 0.689 C 28.6 0.595 C 16.1 0.000 C 21.7 0.900 F OVRFL 0.000 F 256.2 1.593 B 19.4 0.566 D 38.3 1.043 C 30.0 0.643 B 14.0 0.384 Page 2-1 Change in + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + O. 000 D /v + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/v + 0.000 D/V + 0.000 D/V c 22.5 0.489 9.3 0.000 + 0.000 D/V + 0.000 D/V A C 23.4 0.654 + 0.000 D/V + 0.000 D/V + 0.000 v/e + 0.000 D/V c 24.7 0.396 F 90.4 1.171 + 0.000 D/V + 0.000 O/V B 17.4 0.401 ; 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F - 245 C 23.9 0.480 A 8.5 0.232 B 15.0 0.361 Existing Conditions Mon Sep 27, 2004 16:10:54 City of San Bernardino General Plan Existing Conditions PM Peak Intersection -4 25 SR-30 WB Off Ramp @ 30th Stree Base Del! LOS Veh F 946.1 v/ c 0.000 J# 26 Del Rosa Avenue @ Lynwood Driv B 13.9 0.334 J# 27 Harrison Street ~ 40th Street B 13.3 0.000 # 28 Sterling Avenue @ Highland Ave C 31.4 0.538 J# J# i# Jtf J# J# J 29 Waterman Avenue @ Marshall Bou 30 Waterman Avenue @ 36th Street 31 Sterling Avenue @ Lynwood Driv 32 Sterling Avenue @ Foothill Dri 33 Del Rosa Avenue @ Foothill Dri 34 30th Street @ Lynwood Drive 35 Waterman Avenue @ 40th Street A 4.0 0.451 C 23.8 0.000 J# 36 Waterman Avenue W 34th Street J# J# J# ~# J# ~ 1 37 Waterman Avenue @ parkdale Ave 38 Valencia Avenue @ 30th Street 39 Valencia Avenue @ 40th Street 40 Del Rosa Avenue @ SR-30 EB Ram 41 Del Rosa Avenue @ SR-30 WB Ram 42 Sierra Way @ 40lh Street 43 Waterman Avenue @ Hospitality 44 Hospitality Lane @ Carnegie Dr B '12.6 0.437 A 7.9 0.131 B 11.:0 0.000 A 7.2 0.000 C 24.8 0.506 D 29.9 0.000 B 11.1 0.501 B 14.8 0.257 B 11.5 0.412 c 29.0 0.810 C 27.4 0.855 c 21.3 0.432 D 46.8 0.984 D 41.1 0.906 ~ 45 Tippecanoe Avenue @ Rialto Ave F 102.6 0.000 ~ 46 Tippecanoe Ave @ Harry Shepard C 20.2 0.828 ~ 47 Tippecanoe Avenue @ 3rd Street C 32.5 0.698 ~# 48 Tippecanoe Ave @ Mill Street C 22.2 0.790 # 49 Rancho Avenue @ 5th St/Foothil F OVRFL 0.000 Future Del/ V/ LOS Veh e F 946.1 0.000 Page 2-2 Change in B 13.9 0.334 + 0.000 D/V + 0.000 D/V B 13.3 0.000 + 0.000 D/V A 4.0 0.451 C 31.4 0.538 + 0.000 D/V + 0.000 D/V C 23.8 0.000 + 0.000 D!V + 0.000 V/C + 0.000 v!e + 0.000 D/V + 0.000 D/V + 0.000 D/V B 11.1 0.501 D 29.9 0.000 + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 v/e + 0.000 O/V + 0.000 D/V + 0.000 D/V + 0.000 D/V D 41.1 0.906 F 102.6 0.000 + 0.000 O/V + 0.000 o/V C 20.2 0.828 + 0.000 O/V C 32.5 0.698 + 0.000 D/V C 22.2 0.790 + 0.000 D/V F OVRFL 0.000 + 0.000 D!V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-246 B 12.6 0.437 A 7.9 0.131 B 11.5 0.000 A 7.2 0.000 C 24.8 0.506 B 14.8 0.257 B 11 . 5 O. 41:< c 29.0 0.810 c 27.4 0.855 c 21.3 0.432 D 46.8 0.984 Existing Conditions Man Sep 27, 2004 16:10:54 City of San Bernardino General Plan Existing Conditions PM Peak Intersection Base Del/ V/ LOS Veh e i# 50 Mount Vernon Avenue @ Mill Str C 31.7 0.667 J# 51 Mountain View Ave @ San Bernar F 90.2 1.360 J# .1# J# J# ~ 52 Mount Vernon Avenue @ Highland 53 State Street @ Highland Avenue 54 Tippecanoe Ave @ Hospitality L 55 Tippecanoe Ave @ San Bernardin 56 pepper Avenue @ Valley Bouleva # 57 Lena Road @ Mill Street ~ 58 Wa~erman Avenue @ Barton Road J# 59 Boulder Avenue @ Highland Aven ~ 60 Waterman Avenue @ Orange Show J# A J# i# Jr .h 61 Del Rosa Avenue @ Third Street 62 Waterman Avenue @ vanderbilt W 63 Del Rosa Avenue @ Date Street 64 Waterman Avenue @ Highland Ave 65 E Street @ Orange Show Road 66 E Street @ 2nd Street J# 67 State Street @ Baseline Street A J# J# J# J# j # J 68 Kendall Drive @ 40th Street 69 Mount Vernon Avenue @ Baseline 70 Waterman Avenue @ Mill Street 71 E Street @ 30th Street 72 Ohio Avenue @ Palm Avenue 73 Victoria Avenue @ Highland Ave C 27.5 0.679 A 9.3 0.594 Future Del/ V/ I"OS veh C Page 2-3 Change in C 31.7 0.667 + 0.000 D/V c 27.5 0.679 F 90.2 1.360 + 0.000 V/C + 0.000 D/V A 9.3 0.594 + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V c 34.2 0.576 5.5 0.335 + 0.000 o/v + 0.000 o/v + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA c 25.3 0.621 D 42.1 0.828 C 31.7 0.755 B 18.0 0.206 D 40.3 0.944 C 34.6 0.490 D 35.7 0.652 C 31.1 0.469 C 23.3 0.584 c 23.0 0.527 D 39.2 0.650 D 37.5 0.631 c 34.2 0.576 5.5 0.335 c 25.9 0.436 c 23.3 0.532 D 35.2 0.540 B 12.6 0.562 A 9.6 0.000 D 39.9 0.683 F-247 C 25.3 0.621 D 42.1 0.828 C 31.70.755 B 18.0 0.206 D 40.3 0.944 C 34.6 0.490 D 35.7 0.652 c 31.1 0.469 c 23.3 0.584 c 23.0 0.527 D 39.2 0.650 D 37.5 0.631 A c 25.9 0.436 c 23.3 0.532 D 35.2 0.540 B 12.6 0.562 A 9.6 0.000 D 39.9 0.683 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 2-4 -----------------~~~~-------~-----------------------------~--~-~~~-------------- City of San Bernardino General Plan Existing Condit ions PM Peak --------- ~ ~----------------------------------------------------~------- Intersection Base Future Change Dell v/ Del/ v/ in LOS Veh C LOS Veh C v# 74 Palm Avenue @ Highland Avenue C 32.4 0.520 C 32.4 0.520 + 0.000 D/v oAf 75 SR - 3 0 EB Ramps rw Highland Aven B 18.5 0.464 B 18.5 0.464 + 0.000 D/V <1# 76 SR-30 WB Ramps @ Highland Aven B 14.2 0.469 B 14.2 0.469 + 0.000 D/V J# 77 Arden Avenue @ Highland Avenue C 34.2 0.633 C 34.2 0.633 + 0.000 D/V J# 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 A 0.0 0.000 + 0.000 D/V J# 79 Arden Avenue @ SR-30 EB Ramps B 14.2 0.345 B 14.2 0.345 + 0.000 D/V .h 80 I Street @ 2nd Street B 13.6 0.221 B 13.6 0.221 + 0.000 D/V Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-248 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 3-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternativ~) ******************************************************************************** Intersection #1 Pepper Avenue ~ Rialto Avenue ****************************************************************************~*** Cycle (sec): 100 Critical VoL /Cap. (X): 0.496 Loss Time (sec): 4 (Y+R - 4 sec) Average Delay (sec/veh): 16.4 Optimal eycle: 24 Level Of Service: B **********************~********************************************************* St reet Name: pepper Avenue Rial to Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------- ----1---------------1 1---------------11--------------- 11---------------1 Control: Permitted Permitted permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Volume Module: Existing PM Peak Base Vol: 97 665 213 66 440 39 44 290 53 174 376 106 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.0.0 1.00 1.00 Initial Bse: 97 665 213 66 440 39 44 290 53 174 376 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 102 700 224 69 463 41 46 305 56 183 396 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol; 102 700 224 69 463 41 46 305 56 183 396 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 102 700 224 69 463 41 46 305 56 183 396 112 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.51 0.49 1.00 1.84 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1800 2727 873 1800 3307 293 1800 1800 1800 1800 1800 1800 ------------I-------------~-I 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat, 0.06 0.26 0.26 0.04 0.14 0.14 0.03 0.17 0.03 0.10 0.22 0.06 Crit Moves: **** **** Green/Cycle: 0.52 0.52 0.52 0.52 0.52 0.52 0.44 0.44 0.44 0.44 0.44 0.44 Volume/Cap: 0.11 0.50 0.50 0.07 0.27 0.27 0.06 0.38 0.07 0.23 0.50 0.14 Delay/Veh: 12.4 15.9 15.9 12.2 13.6 13.6 16.0 19.0 16.1 17.4 20.4 16.6 User DelAdj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.4 15.9 15.9 12.2 13.6 13.6 16.0 19.0 16.1 17.4 20.4 16.6 HeM2kAvg: 2 9 9 1 4 4 1 6 1 3 9 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -249 Existing Conditions Mon Sep 27, 2004 16,10:54 Page 12-1 --------------~~-----~~------------~~----------------------~-~-~~-~~-~~~~-~~-~-~ City of San Bernardino General Plan Existing Conditions PM Peak ---------- ----------------------------~-------------- ------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ********************************************************************~*********** Intersection #11 Waterman Avenue @ Fifth Street *******************************x************************************************ cycle (sec): 120 Critical VoL/Cap. (X): 1.593 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 256.2 Opt imal cycle: 13 0 Level Of Service: F *************~****************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11--------------- 11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 271 3490 332 83 2243 288 384 1160 279 134 447 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Initial Sse: 271 3490 332 83 2243 288 384 1160 279 134 447 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 285 3674 349 87 2361 303 404 1221 294 141 471 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 3674 349 87 2361 303 404 1221 294 141 471 131 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Final Vol.: 285 3674 349 87 2361 303 404 1221 294 141 471 131 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3GOO 1800 1800 3600 1800 ------------1---------------1 1---------------1 1--------------- 11---------------1 capacity Analysis Module: Vol/Sat: 0.16 1.02 0.19 0.05 0.66 0.17 0.22 0.34 0.16 0.08 0.13 0.07 Crit Moves: **** Green/Cycle: 0.13 0.58 Volume/Cap: 1.24 1.77 Delay/Veh: 190.1 376 User DelAdj: 1.00 1.00 AdjDel/Veh: 190.1 376 HCM2kAvg: 20 164 **** **** **** 0.58 0.34 13.6 1.00 13 _ 6 7 0.08 0.58 58.7 1. 00 58.7 4 0.53 1. 24 139 1. 00 139 72 0.53 0.32 16.1 1. 00 16.1 G 0.17 1. 29 203.6 1. 00 203.6 28 0.19 1.77 402 1. 00 402 56 0.19 0.85 65.1 1.00 65.1 13 0.08 0.94 110.4 1. 00 110.4 8 0.10 1. 29 205 1. 00 205 18 0.10 0.72 65.2 1. 00 65.2 6 *******************************~*************************~********************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F -258 Existing eonditions Man Sep 27, 2004 16:10:54 Page 5-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Meridian Avenue @ Rialto Avenue ******************************************************************************** Average Delay (sec/veh): 11.4 Worst Case Level Of Service: F[ 75.1J ******************************************************************************** Street Name: Meridian Avenue Rial to Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 I! 0 0 0 0 I! 0 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------11------------ --11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 1 0 1 67 0 106 190 358 1 1 486 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 0 1 67 0 106 190 358 1 1 486 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 1 0 1 71 0 112 200 377 1 1 512 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 0 1 71 0 112 200 377 1 1 512 97 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp: 7.1 xxxx 6.2 7.1 xxxx 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FOllowUpTim: 3 .5 xxxx 3.3 3.5 xxxx 3.3 2 .2 xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1395 xxxx 377 1340 xxxx 560 608 xxxx xxxxx 378 xxxx xxxxx Potent Cap.: 120 xxxx 674 131 xxxx 532 980 xxxx xxxxx 1192 xxxx xxxxx Move Cap.: 80 xxxx 674 110 xxxx 532 980 xxxx xxxxx 1192 xxxx xxxxx VOlume/Cap: 0.01 xxxx 0.00 0.64 xxxx 0.21 0.20 xxxx xxxx 0.00 xxxx xxxx ------------1---------------1 1---------------11---------------11---------------1 Level Of Service Module: Queue: x.xxxx xxxx xxxxx xxxxx xxxx xxxxx 0 . 8 xxxx xxxxx Stopped Del: xxxxx xxxx x.xxxx xxxxx xxxx xxxxx 9.6 xxxx xxxxx LOS by Move: * * * * * * A * * Movement: LT - LTR - RT LT ~ LTR ,. RT LT - LTR - RT Shared Cap.: xxxx 143 xxxxx xxxx 214 xxxxx xxxx xxxx xxxxx xxxx xxxx SharedQueue:xxxxx 0.0 xxxxx xxxxx 6.5 xxxxx xxxxx xxxx xxxxx Shrd St pDe 1 : xxxxx 30. 6 xxxxx xxxxx 75. 1 xxxxx xxxxx xxxx xxxxx Shared LOS, * D * * F * * * * ApproachDel: 30.6 75.1 xxxxxx ApproachLOS : D F * o ,0 xxxx xxxxx 8 . 0 xxxx xxxxx A * * LT - LTR - RT xxxxx xxxx xxxxx xxxx * * xxxxx xxxxx xxxxx * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -251 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 6-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of service computation Report 2000 HCM unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Northpark Boulevard @ Fairview Drive ******************************************************************************** Average Delay (sec/veh): 5.2 Worst Case Level Of Service: A[ 9.6] ******************************************************************************** Street Name; Northpark Boulevard Fairview Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- I-------------~-I 1-------------- 11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Include Include Lane s : 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 0 12 98 1 11 0 0 0 0 139 0 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 12 98 1 11 0 0 0 0 139 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.~5 0.95 PHF Volume: 0 13 103 1 12 0 0 0 0 146 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 13 103 1 12 0 0 0 0 146 0 1 ------------1---------------11--------------- 11--------------- 11---------------[ Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xXxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1--------------- 11--------------- 11--------------- 11---------------1 eapacity Module: enflict Vol: xxxx xxxx xxxxx 116 xxxx xxxxx xxxx xxxx xxxxx 78 xXxX 64 Potent Cap.: xxxx xxxx xxxxx 1486 xxxx xxxxx XXXx xxxx xxxxx 930 xxxx 1006 Move Cap.: xxxx xxxx xxxxx 1486 =xx xxxxx =xx xxxx xxxxx 929 xxxx 1006 VOlume/Cap: xxxx xxxx xxxx 0.00 xxxx xxxx xxxx xxxx xxxx 0.16 xXXX 0.00 ------------1---------------11--------------- 11---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared cap.: xxxx xxxx y~xX SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * 0.0 xxxx xxxxx xxxxx xxxx XXxxX xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxXxx XXxx XXxxx A * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 930 xxxxx o . 0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 6 xxxxx 7 . 4 xxxx xxxxx xxxxx =xx xxxxx xxxxx 9 . 6 xxxxx A * * * * * * A * xxxxxx xxxxxx 9 . 6 * * A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -252 Existing conditions Man Sep 27, 2004 16:10:54 Page 7-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ****************************************************************************~*** Intersection #5 Northpark Boulevard @ Ulliversity Parkway ******************************************************************************** Cycle (sec): 120 Critical Vol./eap. (X); 0.689 Loss Time (sec): 8 (Y+R ~ 3 see) Average Delay (sec/veh): 39.6 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Northpark Boulevard University Parkway Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----------1---------------11---------------1 1------ -------- 11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing PM Peak Base vol: 573 86 77 11 117 375 262 729 618 74 455 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 573 86 77 11 117 375 262 729 618 74 455 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 603 91 81 12 123 395 276 767 651 78 479 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 603 91 81 12 123 395 276 767 651 78 479 13 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 603 91 81 12 123 395 276 767 651 78 479 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------11--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.03 0.05 0.01 0.03 0.22 0.15 0.21 0.36 0.04 0.13 0.01 Crit Moves: **** Green/Cycle: 0.24 VOlume/Cap: 0.71 Delay/Veh: 44.3 User DelAdj: 1.00 AdjDel/Veh: 44.3 HCM2kAvg; 11 **** **** **** 0.24 0.11 35.8 1.00 35.8 1 0.24 0.19 36.8 1.00 36.8 2 0.31 0.02 28.7 1.00 28.7 o 0.31 0.11 29.6 1.00 29.6 2 0.31 0.71 40.6 1.00 40.6 14 0.21 0.74 52.5 1.00 52.5 11 0.30 0.71 39.3 1.00 39.3 14 0.54 0.67 21.8 1.00 21.8 18 0.08 0.52 55.9 1.00 55.9 3 0.18 0.74 51.3 1.00 51.3 10 0.18 0.04 40.8 1.00 40.8 o ***************************************************************-***************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECHr WALNUT, CA F-253 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 8-1 City of San Bernardino G~neral Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Kendall Drive @ University Parkway ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.595 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 28.6 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive university parkway Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 I ------ ----- 1 Control: Protected Protected Protected Proteeted Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lalles: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------1 ---------------11---------------11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 292 408 77 346 416 125 186 1162 351 55 841 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 408 77 346 416 125 186 1162 351 55 841 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 307 429 81 364 438 132 196 1223 369 58 885 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 307 429 81 364 438 132 196 1223 369 58 885 153 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 307 429 81 364 438 132 196 1223 369 58 885 153 ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.30 0.70 1.00 2.56 0.44 Final Sat.: 3600 3600 1800 3600 3600 1800 3600 4147 1253 1800 4606 794 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.09 0.12 0.05 0.10 0.12 0.07 0.05 0.29 0.29 0.03 0.19 0.19 Crit Moves: **** **** **** **** Green/eycle: 0.10 0.19 0.19 0.16 0.25 0.25 0.10 0.47 0.47 0.10 0.47 0.63 Volume/Cap: 0.85 0.63 0.24 0.63 0.49 0.29 0.54 0.63 0.63 0.32 0.41 0.30 Delay/Veh: 61.9 39.1 34.7 41.4 32.4 30.6 44.5 20.5 20.5 42.9 17.5 8.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 61.9 39.1 34.7 41.4 32.4 30.6 44.5 20.5 20.5 42.9 17.5 8.5 HCM2kAvg: 7 7 2 6 6 3 4 13 13 2 7 5 ******************************************************************************** Traffix ';.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-254 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 9-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service computation Report 2000 HeM unsignalized Method (Base Volume Alternative) ****~**************************~************************************************ Intersection #7 Northpa:r:'k Boulevard @ Sierra Way ******************************************************************************** Average Delay (sec/veh): 7.0 Worst Case Level Of Service: C[ 16.1] ******************************************************************************** Street Name: Northpark Boulevard Sierra Way Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------I--------~~----- I I~--~-----------I 1---------------1 1---------------1 Control: Uncontrolled Un~ontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 I-----~~-------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 0 106 215 3 143 0 0 0 0 352 0 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 106 215 3 143 0 0 0 0 352 0 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 112 226 3 151 0 0 0 0 371 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 112 226 3 151 0 0 0 0 371 0 2 ~-----------I---------------I 1---------------1 I-----~~-------- 11---------------1 Criti~al Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 FOllowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 -------- ---1---------------11---------------1 1--------------- 11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xx.xxx 338 xxxx xxxxx xxxx xxxx xxxxx 281 xxxx 150 Potent Cap.: xxxx xx.xx xxxxx 1233 xxxx = xxxx xxxx xxxxx 691 xxxx 875 Move Cap.: xxxx xxxx xx.xxx 1233 xxxx xxxxx xxxx xxxx xxxxx 690 xxxx 875 Volume/Cap: xxxx xxxx xxxx 0.00 xxxx xxxx xxxx xxxx xxxx 0.54 xxxx 0.00 ------------1---------------1 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx 3.2 xxxx 0.0 Stopped Del:xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx 16.1 xxxx 9.1 LOS by Move: * * * A * * * * * C * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xx.xxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xx.xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxx.x.x xxxx xxxxx Shrd StpDel:xxxxx xx.xx xxxxx xxx.xx xxxx xxxxx xxxxx xxxx xxxxx xxxxx ){XXX xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx 16.1 ApproachLOS : * * * C Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTEeHJ WALNUT, CA F-255 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 10-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 E Street @ Highland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol. /eap. (X): 0.900 Loss Time (sec): 4 (Y+R 3 sec) Average Delay (sec/veh): 21.7 Optimal cycle: 85 Level Of Service: C ******************************************************************************** Street Name: E Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --------~~--I~~-----------~-I 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 I-------------~~I 1---------------1 I------~-------~I Volume Module: Existing PM Peak Base Vol: 325 703 234 195 427 78 166 1844 272 216 2017 205 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 325 703 234 195 427 78 166 1844 272 216 2017 205 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 342 740 246 205 449 82 175 1941 286 227 2123 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 342 740 246 205 449 82 175 1941 286 227 2123 216 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 342 740 246 205 449 82 175 1941 286 227 2123 216 ------------1---------------1 1---------------[ 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.50 0.50 1.00 1.69 0.31 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 2701 899 1800 3044 556 1800 3600 1800 1800 3600 1800 ------------1---------------1 I----~--~~~~----I I--------~------I 1---------------1 capacity Analysis Module: Vol/Sat: 0.19 0.27 0.27 0.11 0.15 0.15 0.10 0.54 0.16 0.13 0.59 0.12 Crit Moves: **** Green/Cycle: 0.30 0.30 Volume/Cap: 0.62 0.90 Delay/Veh: 32.1 43.4 User DelAdj: 1.00 1.00 AdjDel/Veh: 32.1 43.4 HeM2kAvg: 10 18 **** 0.30 0.90 43.4 1. 00 43.4 18 0.30 0.37 27.7 1. 00 27.7 5 0.30 0.48 28.7 1. 00 28.7 7 0.30 0.48 28.7 1. 00 28.7 7 0.66 0.15 6.6 1. 00 6.6 2 0.66 0.82 15.3 1.00 15.3 24 0.66 0.24 7.2 1.00 7.2 4 0.66 0.19 6.9 1. 00 6.9 3 0.66 0.90 19.6 1.00 19.6 3l 0.66 0.18 6.8 1. 00 6.8 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-256 Existing Conditions Man Sep 27, 2004 16:10:54 Page 11-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Hunts Lane ~ E Street ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level of Service; F[XY~xx] ******************************************************************************** Street Name: Hunts Lane E Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --- --------I---------------i 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 1263 768 0 0 783 594 56 0 993 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1263 768 0 0 783 594 56 0 993 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 0.950.95 0.95 0.95 0.95 0..95 0.95 0.95 0.00 0.95 0.95 0.95 PHF Volume: 1329 808 0 0 824 625 59 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1329 808 0 0 824 625 59 0 0 0 0 0 ------------1---- - --------11---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 Xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1449 xxxx xxxxx xxxx xxxx xxxxx 3887 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 473 xxxx xxxxx xxxx xxxx xxxxx 3 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 473 xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 2.81xxxx xxxx xxxxxxxx xxxx xxxxxxxx xxxx xxxxxxxx xxxx ------------ 1---------------11---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 111.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: 838.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: F * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxx..'{XX xxxxxx ApproachLOS: * * F * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-257 Existing Conditions Mon Sep 27, 2004 16,10:54 Page 12-1 --------------~~-----~~------------~~----------------------~-~-~~-~~-~~~~-~~-~-~ City of San Bernardino General Plan Existing Conditions PM Peak ---------- ----------------------------~-------------- ------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ********************************************************************~*********** Intersection #11 Waterman Avenue @ Fifth Street *******************************x************************************************ cycle (sec): 120 Critical VoL/Cap. (X): 1.593 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 256.2 Opt imal cycle: 13 0 Level Of Service: F *************~****************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11--------------- 11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 271 3490 332 83 2243 288 384 1160 279 134 447 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Initial Sse: 271 3490 332 83 2243 288 384 1160 279 134 447 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 285 3674 349 87 2361 303 404 1221 294 141 471 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 3674 349 87 2361 303 404 1221 294 141 471 131 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Final Vol.: 285 3674 349 87 2361 303 404 1221 294 141 471 131 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3GOO 1800 1800 3600 1800 ------------1---------------1 1---------------1 1--------------- 11---------------1 capacity Analysis Module: Vol/Sat: 0.16 1.02 0.19 0.05 0.66 0.17 0.22 0.34 0.16 0.08 0.13 0.07 Crit Moves: **** Green/Cycle: 0.13 0.58 Volume/Cap: 1.24 1.77 Delay/Veh: 190.1 376 User DelAdj: 1.00 1.00 AdjDel/Veh: 190.1 376 HCM2kAvg: 20 164 **** **** **** 0.58 0.34 13.6 1.00 13 _ 6 7 0.08 0.58 58.7 1. 00 58.7 4 0.53 1. 24 139 1. 00 139 72 0.53 0.32 16.1 1. 00 16.1 G 0.17 1. 29 203.6 1. 00 203.6 28 0.19 1.77 402 1. 00 402 56 0.19 0.85 65.1 1.00 65.1 13 0.08 0.94 110.4 1. 00 110.4 8 0.10 1. 29 205 1. 00 205 18 0.10 0.72 65.2 1. 00 65.2 6 *******************************~*************************~********************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F -258 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 13-1 City of San Bernardino General Plan Existing Conditions PM Peak ----~~-------------~---~---~------------------~-~-----------------------------~~ Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) *******************************************************************************~ Intersection #12 E Street @ Baseline Street **************************************************~***************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.566 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 19.4 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1------- -------1 Volume Module: Existing PM Peak Base Vol: 71 425 89 68 185 68 56 807 59 48 1048 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 425 89 68 185 68 56 807 59 48 1048 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 447 94 72 195 72 59 849 62 51 1103 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 447 94 72 195 72 59 849 62 51 1103 129 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 447 94 72 195 72 59 849 62 51 1103 129 ------------1---------------[ 1---------------1 1---------------1 1------- --------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.65 0.35 1.00 1.46 0.54 1.00 1.86 0.14 1.00 1.79 0.21 Final Sat.: 1800 2977 623 1800 2632 968 1800 3355 245 1800 3222 378 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module, VOl/Sat: 0.04 0.15 0.15 0.04 0.07 0.07 0.03 0.25 0.25 0.03 0.34 0.34 Crit Moves: **** **** **** Green/Cycle: 0.18 0.26 0.26 0.10 0.18 0.18 0.58 0.58 0.58 0.58 0.58 0.58 VOlume/Cap: 0.23 0.59 0.59 0.40 0.42 0.42 0.06 0.43 0.43 0.05 0.59 0.59 Delay/Veh: 35.6 33.5 33.5 43.6 36.9 36.9 9.0 11.7 11.7 8.9 13.6 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.6 33.5 33.5 43.6 36.9 36.9 9.0 11.7 11.7 8.9 13.6 13.6 HCM2kAvg: 2 8 8 2 4 4 1 8 8 1 12 12 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Lieensed to TRANSTEeH, WALNUT, CA F -259 Existing Conditions Man Sep 27, 2004 16:10:54 Page 14-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.043 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh}: 38.3 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Street Name: Arrowhead Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---- --- -11---------------11---------------1 Control; Permitted Permitted PeLmitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 149 723 169 137 250 133 141 2050 89 101 2360 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 723 169 137 250 133 141 2050 89 101 2360 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 157 761 178 144 263 140 148 2158 94 106 2484 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 761 178 144 263 140 148 2158 94 106 2484 107 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 157 761 178 144 263 140 148 2158 94 106 2484 107 ------------1---------------11--------------- 11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 1.00 1.62 0.38 1.00 2.00 1.00 1.00 1.92 0.08 1.00 1.92 0.08 Final Sat.: 1800 2918 682 1800 3600 1800 1800 3450 150 1800 3451 149 ------------1---------------1 1---------------1 1---------------1 1- -------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.26 0.26 0.08 0.07 0.08 0.08 0.63 0.63 0.06 0.72 0.72 erit Moves: **** Green/Cycle: 0.25 0.25 Volume/Cap: 0.35 1.04 Delay/Veh: 31.3 79.4 User DelAdj: 1.00 1.00 AdjDel/Veh: 31.3 79.4 HCM2kAvg: 4 22 **** 0.25 1. 04 79.4 1. 00 79.4 22 0.25 0.32 31.0 1. 00 31.0 4 0.25 0.29 30.5 1. 00 30.5 3 0.25 0.31 30.9 1. 00 30.9 4 0.69 0.12 5.3 1. 00 5.3 2 0.69 0.91 18.1 1. 00 18.1 32 0.69 0.91 18.1 1.00 18.1 34 0.69 0.09 5.1 1. 00 5.1 1 0.69 1. 04 46.1 1. 00 46.1 52 0.69 1. 04 46.1 1. 00 46.1 54 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, eA F -260 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 15-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (xl: 0.643 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/vch): 30.0 Optimal Cycle: 64 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--..------------ 11---------------11---------------1 Control: Split Phase Split Phase Split Phase Split Phase Rights: Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 DOl! 0 0 0 1 1 0 1 ------ -----1---------------11--------------- 11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 7 744 205 301 725 8 8 3 4 192 1 379 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 744 205 301 725 B 8 3 4 192 1 379 User Adj; 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume; 7 783 0 317 763 8 8 3 4 202 1 0 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 783 0 317 763 8 8 3 4 202 1 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol.: 7 783 0 317 763 8 8 3 4 202 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 J800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.02 1.98 1.00 0.58 1.40 0.02 0.53 0.20 0.27 1.00 1.00 1.00 Final Sat.: 34 3566 1800 1048 2524 28 960 360 480 1800 1800 1800 ------------I----------~----I 1--------------- 11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.00 0.30 0.30 0.30 0.01 0.01 0.01 0.11 0.00 0.00 Cr it Move s : * * * * * * * * * * * * * * * * Green/Cycle: 0.31 0.3J 0.00 0.43 0.43 0.43 0.10 0.10 0.10 0.16 0.16 0.00 Volume/Cap: 0.70 0.70 0.00 0.70 0.70 0.70 0.09 0.09 0.09 0.70 0.00 0.00 Delay/Veh: 32.4 32.4 0.0 24.9 24.9 24.9 41.1 41.1 41.1 47.5 35.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.432.4 0.0 24.924.9 24.9 41.141.1 41.1 4'7.535.4 0.0 HCM2kAvg: 11 12 0 15 15 12 0 0 0 7 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-261 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 16-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) *******************~************************************************************ Intersection #15 Mount Vernon Avenue @ Rialto Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol. leap. (X): 0.384 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 14.0 Optimal Cycle, 24 Level Of Service: B ******************************************************************************** Street Name: Mount Vernon Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ----~-------I---------------i 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11--------------- 11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 61 785 71 42 700 131 108 246 55 16 347 59 Growth Adj: 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Ese: 61 785 71 42 700 131 108 246 55 76 347 59 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 64 826 75 44 737 138 114 259 58 80 365 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 826 75 44 737 138 114 259 58 80 365 62 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 64 826 75 44 737 138 114 259 58 80 365 62 ------------ 1---------------11--- -----------11---------------11--------------- 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.83 0.17 1.00 2.00 1.00 1.00 1.63 0.37 1.00 1.71 0.29 Final Sat.: 1800 3301 299 1800 3600 1800 1800 2942 658 1800 3077 523 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.25 0.02 0.20 0.08 0.06 0.09 0.09 0.04 0.12 0.12 Crit Moves: **** **** Green/CYCle: 0.65 0.65 0.65 0.65 0.65 0.65 0.31 0.31 0.31 0.31 0.31 0.31 VOlume/Cap: 0.05 0.38 0.38 0.04 0.31 0.12 0.20 0.28 0.28 0.14 0.38 0.38 Delay/Veh: 6.3 8.2 8.2 6.3 7.7 6.6 25.7 26.3 26.3 25.1 27.3 27.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 6.3 8.2 8.2 6.3 7.7 6.6 25.7 26.3 26.3 25.1 27.3 27.3 HCM2kAvg: 1 6 6 0 5 2 3 4 4 2 5 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-262 Existing eonditions Mon Sep 27, 2004 16:10:54 eity of San Bernardino General plan Existing Conditions PM Peak Page 17-1 Level Of Service computation Report 2000 HeM unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #16 K Street @ 3rd Street ******************************************************************************** Average Delay (sec/veh): 0.8 Worst Case Level Of Service: A[ 9.3] ******************************************************************************** Street Name: K Street 3rd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-------------- 11------- -------11--------------- 11------- -------1 Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Ignore Include Lanes: 0 0 It 0 0 0 0 0 0 0 0 0 2 0 1 0 1 0 0 0 ------------1---------------11--------------- 11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 4 0 17 0 0 0 0 176 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 4 0 17 0 0 0 0 176 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.00 PHF Volume: 4 0 18 0 0 0 0 185 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Final Vol. : 4 0 18 0 0 0 0 185 0 ------------1---------------1 1---------------1 1---------------1 1-------------- Critical Gap Module: Cri tical Gp: 6 . 4 xxxx 6 . 2 xxxxx xxxx xxxxx xxxx.x xxxx xxxx.x 4 . 1 xxxx xxxxx FollowUpTim: 3 .5 xxxx 3 .3 xxxxx xxxx xxxxx xxxxx xxxx xxxx.x 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 433 xxxx 93 xxxx xxxx xxxxx xxxx xxxx xx.xxx 185 xxxx xxxx.x Potent Cap.; 584 xxxx 970 xxxx xxxx xxxxx xxxx xxxx xxxxx 1402 xxxx xxxxx Move Cap.: 578 xxxx 970 xxxx xxxx xxxxx xxxx xxxx xxxxx 1402 xxxx xxxxx Volume/Cap: 0.01 xxxx 0.02 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx ------------1---------------11---------- ----11--------------- 11---------------1 Level Of Service Module: Queue: xxxx.x xxxx xxxxx xxxx.x xxx.x xxxxx xxxxx xxxx xxxx.x Stopped Del: xxxx.x xxxx xxxxx xxxx.x xxx.x xxxx.x xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 859 xx.xxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 9.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * A * * * * '* "I< '* ApproachDel: 9.3 xxxxxx xxxxxx ApproachLOS: A * * 18 1. 00 18 1. 00 0.95 19 o 19 199 1. 00 199 1. 00 0.95 209 o 209 o 1. 00 o 1. 00 0.95 o o o 1 o . 0 xxxx xxxxx 7 . 6 xxxx xxxxx A * * LT - LTR - RT xxxx xxxx xxxxx o . 0 xxxx xxxxx 7 . 6 xxxx xxxxx A * * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-263 Existing eonditions Man Sep 27, 2004 16:10:54 Page 18-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 Mount Vernon Avenue @ 5th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.489 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 22.5 Optimal Cycle: 36 Level Of Service: e ****************************************************************************~*** Street Name: Mount Vernon Avenue 5th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------I-------~-------I I--------~------I 1--------------- 11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 85 619 99 98 462 73 85 494 83 109 572 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 85 619 99 98 462 73 85 494 83 109 572 III User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 652 104 103 486 77 8~ 520 87 115 602 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 U 0 Reduced Vol: 89 652 104 103 486 77 89 520 87 115 602 117 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 652 104 103 486 77 89 520 87 115 602 117 ------------1---------------1 1---------------11--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.72 0.28 1.00 1.73 0.27 1.00 1.71 0.29 1.00 1.67 0.33 Final Sat.: 1800 3104 496 1800 3109 491 1800 3082 518 1800 3015 585 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.21 0.21 0.06 0.16 0.16 0.05 0.17 0.17 0.06 0.20 0.20 Crit Moves: **** Green/Cycle: 0.43 0.43 Volume/Cap: 0.12 0.49 Delay/Veh: 17.2 20.8 User DelAdj: 1.00 1.00 AdjDel/Veh: 17.2 20.8 HCM2kAvg: 2 9 **** **** 0.43 0.49 20.8 1. 00 20.8 8 0.43 0.13 17.3 1. 00 17.3 2 0.43 0.36 19.4 1. 00 19.4 6 0.43 0.36 19.4 1. 00 19.4 6 0.10 0.49 44.5 1. 00 44.5 3 0.41 0.41 21.1 1. 00 21.1 7 0.41 0.41 21.1 1. 00 21.1 7 0.10 0.64 50.7 1. 00 50.7 5 0.41 0.49 22.1 1. 00 22.1 8 0.41 0.49 22.1 1. 00 22.1 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTEeH, WALNUT, CA F-264 Existing Conditions Man Sep 27, 2004 16:10:54 Page 19-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 Waterman Avenue @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./eap. (X): 0.654 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/vehl: 23.4 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- I I---------------! 1--------------- 11------- -------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 273 1091 259 23 519 368 25 206 137 161 518 254 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 273 1091 259 23 519 368 25 206 137 1G1 518 254 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 287 1148 273 24 546 387 26 217 144 169 545 267 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 287 1148 273 24 546 387 26 217 144 169 545 267 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 287 1148 273 24 546 387 26 217 144 169 545 267 ------------1---------------1 1---------------11--------------- 11---------------1 Saturation Flow Module: Sat/Lane, 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 1800 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.16 0.32 0.15 0.01 0.30 0.22 0.01 0.06 0.08 0.09 0.15 0.15 Crit Moves: **** **** **** Green/cycle: 0.24 0.61 0.61 0.10 0.46 0.46 0.23 0.23 0.23 0.23 0.23 0.23 Volume/Cap: 0.65 0.52 0.25 0.13 0.65 0.46 0.06 0.26 0.35 0.41 0.65 0.64 Delay/Veh: 37.5 11.5 9.2 41.4 21.7 18.5 30.0 31.6 32.6 33.2 36.7 38.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.5 11.5 9.2 41.4 21.7 18.5 30.0 31.6 32.6 33.2 36.7 38.0 HCM2kAvg: 9 10 4 1 13 8 1 3 4 5 9 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-265 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 20-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 Kendall Drive @ Palm Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.480 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 23.9 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--------------- I !---------------I 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---- ----------11---------------11--------------- II ------------- Volume Module: Exi~ting PM Peak Base Vol: 312 60 103 32 73 95 106 401 584 76 205 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 60 103 32 73 95 106 401 584 76 205 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 328 63 108 34 77 100 112 422 615 80 216 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 328 63 108 34 77 100 112 422 C15 80 216 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 328 63 108 34 77 100 112 422 615 80 216 28 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1BOO 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.77 0.23 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 3600 1800 1800 3181 419 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.18 0.04 0.06 0.02 0.04 0.06 0.06 0.12 0.34 0.04 0.07 0.07 Cr it Move s ; * * * * * * * * * * * * * * * * Green/CYCle: 0.38 0.25 0.25 0.25 0.11 0.11 0.21 0.33 0.71 0.10 0.21 0.21 Volume/Cap; 0.48 0.14 0.25 0.08 0.37 0.48 0.29 0.36 0.48 0.44 0.32 0.32 Delay/Veh: 24.3 29.6 30.6 29.1 42.1 43.3 33.3 25.7 6.9 44.1 33.4 33.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.3 29.6 30.6 29.1 42.1 43.3 33.3 25.7 6.9 44.1 33.4 33.4 HCM2kAvg: 8 2 3 1 3 3 3 5 9 3 3 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-266 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 21-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative! ***********************************************************~******************** Intersection #20 Belmont Avenue @ Palm Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol. /Cap. (X): 0.232 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.5 Optimal eycle: 0 Level Of Service: A ******************************************************************************** Belmont Avenue Palm Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1 --------- ----11---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 ------------1--------------- 11---------------11---------------11---------------1 Volume Module: Existing PM Peak Base vol: 54 7 4 11 9 50 30 124 98 3 72 7 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1..00 Initial Bse: 54 7 4 11 9 50 30 124 98 3 72 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 57 7 4 12 9 53 32 131 103 3 76 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 7 4 12 9 53 32 131 103 3 76 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 57 7 4 12 9 53 32 131 103 3 76 7 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.64 0.36 1.00 0.15 0.85 0.19 0.81 1.00 0.04 0.96 1.00 Final Sat.: 583 422 241 582 108 600 136 562 825 27 656 789 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.02 0.02 0.02 0.09 0.09 0.23 0.23 0.13 0.12 0.12 0.01 Crit Moves: **** **** **** **** Delay/Veh: 9.2 7.9 7.9 8.7 7.9 7.9 9.2 9.2 7.5 8.5 8.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 9.2 7.9 7.9 8.7 7.9 7.9 9.2 9.2 7.5 8.5 8.5 LOS by Move: A A A A A A A A A A A ApproachDel: 9.0 8.0 8.6 8.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.0 8.0 8.6 8.4 LOS by Appr: A A A A ******************************************************************************** Street Name: Approach: Movement: o 7.1 1. 00 7.1 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-267 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 22-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ****************************************************************************~*** Intersection #21 Sierra Way @ 30th Street *****************************************************-*************************** Cycle (sec); 100 Critical vol./cap. (x): 0.361 Loss Time (sec): 4 {Y+R = 3 sec} Average Delay (sec/veh): 15.0 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11-- - ----------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 55 341 135 54 134 71 73 251 44 28 190 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 341 135 54 134 71 73 251 44 28 190 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 58 359 142 57 141 75 77 264 46 29 200 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 359 142 57 141 75 77 264 46 29 200 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 58 359 142 57 141 75 77 264 46 29 200 28 ------------1 ---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.75 0.25 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 3152 448 ------------1---------------1 1---------------11---------------- 11---------------1 Capacity Analysis Module: VOl/Sat: 0.03 0.20 0.08 0.03 0.08 0.04 0.04 0.15 0.03 0.02 0.06 0.06 Crit Moves: **** **** Green/Cycle: 0.55 0.55 0.55 0.55 0.55 0.55 0.41 0.41 0.41 0.41 0.41 0.41 VOlume/Cap: 0.06 0.36 0.14 0.06 0.14 0.08 0.10 0.36 0.06 0.04 0.16 0.16 Delay/veh: 10.3 12.7 10.9 10.3 10.9 10.5 18.4 20.9 18.1 17.9 18.8 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 10.3 12.7 10.9 10.3 10.9 10.5 18.4 20.9 18.1 17.9 18.8 18.8 HCM2kAvg: 1 6 2 1 2 1 1 6 1 1 :2 2 **************~***************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-268 Existing Conditions Man Sep 27, 2004 16:10:54 City of San Bernardino General Plan Existing Conditions PM Peak Page 23-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************~************************* Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************~************************* Cycle (sec): 100 Critical Vol. /Cap. (xl: 0.396 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec!veh) ~ 24.7 Optimal Cycle~ 36 Level Of Service: C ******************************************************************************** Street Name: Del Rosa Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L l' R L T R L T R ------------1---------------11---------------1 1---- ---------- 11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------1--------- -----11---------------1 1---------------1 1---------------1 volume Module: Existiny PM Peak Base Vol: 26 255 41 63 173 110 154 636 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 255 41 63 173 110 154 636 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 27 268 43 66 182 116 162 669 Reduct Vol: 0 0 0 0 0 0 0 0 Reduced Vol: 27 268 43 66 182 116 162 669 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 268 43 66 182 116 162 669 ------------1---------------1 1---------------1 1------------ Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.09 0.91 1.00 0.27 0.73 1.00 1.00 1.91 0.09 1.00 1.80 0.20 Final Sat.: 167 1633 1800 481 1319 1800 1800 3438 162 1800 3244 356 ------------I------------~--I 1---- ----------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.16 0.16 0.02 0.14 0.14 0.06 0.09 0.19 0.19 0.01 0.17 0.17 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.10 0.46 0.46 0.10 0.46 0.46 VOlume/Cap: 0.43 0.43 0.06 0.36 0.36 0.17 0.90 0.43 0.43 0.13 0.36 0.36 Delay/veh: 23.1 23.1 19.4 22.3 22.3 20.4 84.7 18.6 18.6 41.4 17.9 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel!veh: 23.1 23.1 19.4 22.3 22.3 20.4 84.7 18.6 18.6 41.4 17.9 17.9 HCM2 kAvg : 7 7 1 5 6 2 8 7 7 1 6 6 ******************************************************************************** 30 23 511 56 1.00 1.00 1.00 1.00 30 23 511 56 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 32 24 538 59 000 0 32 24 538 59 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 32 24 538 59 -] I---~-----------I 1'raffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -269 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 24-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Waterman Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (see): 100 Critical Vol. /eap. (X), 1. 171 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 90.4 optimal cycle, 130 Level Of Service: F ******************************************************************************** Street Name: Waterman Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 eontrol: Protected Protected Split Phase Split Ph<;Jse Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------11--------------- 11------------ --11---------------1 Volume Module: existing PM peak Base Vol, 0 581 356 469 342 0 1057 0 342 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 581 356 469 342 0 1057 0 342 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 612 375 494 360 0 1113 0 360 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 612 375 494 360 0 1113 0 360 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 612 375 494 360 0 1113 0 360 0 0 0 ------------1--------- -----11---------------1 1----------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3600 1800 1800 3600 0 1800 0 1800 0 0 0 ------------1---------------1 1---------------1 1---------------1 1- -------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.21 0.27 0.10 0.00 0.62 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.18 0.18 0.23 0.41 0.00 0.53 0.00 0.53 0.00 0.00 0.00 Volume/Cap: 0.00 0.96 1.17 1.17 0.24 0.00 1.17 0.00 0.38 0.00 0.00 0.00 Delay/veh: 0.0 65.7 146.2 137.8 19.3 0.0 111.8 0.0 14.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 65.7 146.2 137.8 19.3 0.0 111.8 0.0 14.2 0.0 0.0 0.0 HCM2kAvg: 0 14 21 27 4 0 57 0 7 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-270 Existing Conditions Man Sep 27/ 2004 16:10:54 Page 25~1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #24 Leroy/SR-30 WB On Ramp @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol. /eap. (X): 0.401 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 17.4 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11---------------11---------------1 Control: Split Phase Split Phase Split Phase Split Phase Rights: Include Include Iuclude Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 0 0 11 0 0 1 0 2 0 1 1 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1------------- -I Volume Module: existing PM peak Base Vol: 0 0 0 19 39 5 25 321 98 843 262 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 19 39 5 25 321 98 843 262 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 20 41 5 26 338 103 887 276 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 20 41 5 26 338 103 887 276 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.; 0 0 0 20 41 5 26 338 103 887 276 32 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0,00 0,00 0.30 0.62 0.08 1.00 2.00 1.00 2.00 0.90 0.10 Final Sat.: 0 0 0 543 1114 143 1800 3600 1800 3600 1615 185 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.04 0.04 0.04 0.01 0.09 0.06 0.25 0.17 0.17 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.10 0.10 0.10 0.23 0.23 0.23 0.61 0.61 0.61 Volume/Cap: 0.00 0.00 0.00 0.37 0.37 0.37 0.06 0.41 0.25 0.41 0.28 0.28 Delay/Veh: 0.0 0.0 0.0 43.3 43.3 43.3 30.0 32.9 31.6 10.3 9.3 9.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 43.3 43.3 43.3 30.0 32.9 31.6 10.3 9.3 9.3 HCM2kAvg: 0 0 0 2 2 2 1 5 3 7 4 5 *********************************************~********************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT/ CA F -271 Existing conditions Man Sep 27, 2004 16:10:54 Page 26-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) *********************************************,*********************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ****************************************************************************~*** Average Delay (sec/vehi: 347.4 Worst Case Level Of Service: F[946.l] ******************************************************************************** Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----1---------------1 1---------------1 1---------------1 1-- .------------ 1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------1------------- -11---------------11---------------11---------------1 Volume Module: Existing PM Peak Base vol: 410 0 332 9 0 35 244 482 0 0 511 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 410 0 332 9 0 35 244 482 0 0 511 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 432 0 349 9 0 37 257 507 0 0 538 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 432 0 349 9 0 37 257 507 0 0 538 8 ------------ 1---------------11---------------1 1---------------11---------------1 Critical Gap Module: Critical Gp: 7.5 xxxx 6.9 7.5 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim; 3.5 xxxx 3 .3 3 .5 xxxx 3.3 2 .2 xxxx xxxxx xxxxx xxxx xxxxx ---- -------1---------------1 1---------------1 1--------------- II ---------------1 Capacity Module: Cnflict Vol: 1290 xxxx 254 1309 xxxx 273 546 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 123 xxxx 752 11~ xxxx 731 1033 xxxx xxxxx xxxx xxxx xx.xxx Move Cap.: 94 xxxx 752 51 xxxx 731 1033 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 4.58 xxxx 0.46 0.18 xxxx 0.05 0.25 xxxx xxxx xxxx xxxx xxxx --------~---I---------------I 1---------------1 1---------------1 1---------------1 Level Of Service Module, Queue: 45.7 xxxx Stopped Del: 1701 xxxx LOS by Move: F * Movement: LT - LTR Shared Cap., xxxx xxxx xxxxx xxxx SharedQueue:xxxxx xxxx Shrd StpDel:xxxxx xxxx Shared LOS: * * ApproachDel: 946.1 ApproachLOS: F LT - LTR 197 0.9 28.8 D 28.8 D 1 . 0 xxxx xxxxx xxxxx xxxx xxxxx 9 . 6 xxxx xxxxx xxxxx xxxx xxxxx A * * * * * LT - LTR - RT LT - LTR - RT 2.5 13.9 B - RT xxxxx xxxx xxxxx * * * xxxxx xxxx xxxxx - RT xxxxx xxxxx xxxxx xxxxx * * xxxxx xxxx xxX)( xxxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * * xxx.xxx xxxxxx * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -272 Existing Conditions Man Sep 27, 2004 16:10:54 Page 27-1 ~~----------~-~-~--~------------~-~-------------------~~~----~------ ------------ City of San Bernardino General Plan Existing Conditions PM Peak ----~-----------------------------------~--~--------------------~~--~----------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) *********************~********************************************************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ******************************************************************************** Cycle (sec): 100 eritical voL/Cap. (X): 0.334 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 13.9 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Del Rosa Avenue Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: permitted Permitt~d Permitted Permitted Rights; Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 178 539 192 32 367 33 30 175 161 108 184 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 178 539 192 32 367 33 30 175 161 108 184 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volum~: 187 567 202 34 386 35 32 184 169 114 194 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 567 202 34 386 35 32 184 169 114 194 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 567 202 34 386 35 32 184 169 114 194 23 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.47 0.53 1.00 1.84 0.16 0.16 0.96 0.88 0.69 1.17 0.14 Final Sat.: 1800 2654 946 1800 3303 297 295 1721 1584 1238 2110 252 ------------1---------------1 1---------------1 1----------- ---11---------------1 capacity Analysis Module: Vol/Sat: 0.10 0.21 0.21 0.02 0.12 0.12 0.11 0.11 0.11 0.09 0.09 0.09 Crit Moves: **** **** Green/Cycle: 0.64 0.64 0.64 0.64 0.64 0.64 0.32 0.32 0.32 0.32 0.32 0.32 Volume/Cap: 0.16 0.33 0.33 0.03 0.18 0.18 0.33 0.33 0.33 0.29 0.29 0.29 Delay/Veh; 7.3 8.3 8.3 6.6 7.4 7.4 26.0 26.0 26.0 25.6 25.6 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh; 7.3 8.3 8.3 6.6 7.4 7.4 26.0 26.0 26.0 25.6 25.6 25.6 HCM2kAvg: 2 5 5 0 3 3 5 5 5 4 4 4 *******************************~**************'k********************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-273 Existing Conditions Man Sep 27, 2004 16:10:54 -~~~-----------~----------------~-------------------~~~~~~----- ---------------- page 28-1 City of San Bernardino General Plan Existing Conditions PM Peak --~----~----------~~----------------~~-------- ----------------~-~-------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #27 Harrison Street M 40th Street ******************************************************************~************* Average Delay (sec/veh): 1.2 Worst Case Level Of Service: B[ 13.3] ******************************************************************************** Street Name: Harrison Street 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1------------ -- 11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 I! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------11---------- ----11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 56 0 6 0 0 0 0 341 44 7 257 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 56 0 6 0 0 0 0 341 44 7 257 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHFVolume: 59 0 6 0 0 0 0359 46 7271 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 59 0 6 0 0 0 0 359 46 7 271 0 ------------1---------------1 1---------------11---------------11---------------1 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 [---------------1 1---------------1 capacity Module: Cnflict: Vol: 532 xxxx 203 xxxx xxxx xxxxx xxxx xxxx xxxxx 405 xxxx xxxxx Potent Cap.: 482 xxxx 811 xxxx xxxx xxxxx xxxx xxxx xxxxx 1164 xxxx xxxxx Move Cap.: 480 xxxx 811 xxxx xxxx xxxxx xxxx xxxx xxxxx 1164 xxxx xxxxx Volume/Cap: 0.12 xxxx 0.01 xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: x.xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 500 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx 13.3 xx..--::xx xxxxx xxxx xxxxx xx.xxx xxxx xxxxx Shared LOS: * B * * * * * * * ApproachDel: 13 .3 x:xxxxx xxxxxx ApproachLOS: B * * 4.1 xxxx xxxxx 2 . 2 xxxx xxxxx 0.0 xxxx xxxxx 8 _ 1 xxxx xxxxx A * * LT - LTR - RT xxxx 0.0 8.1 A xxxxx xxxxx xxxxx * xxxx xxxx xxxx * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTEeH, WALNUT, CA F-274 Existing Conditions ------------------~~----- ------------------~~~--------------------------------- Man Sep 27, 2004 1G:10:54 Page 29-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ***********************************************************~*********~********** Intersection #28 Sterling Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.538 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 31.4 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Sterl ing Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---.-----------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1--------------- 11---------------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 149 445 91 177 229 70 126 524 109 130 466 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 445 91 177 229 70 126 524 109 130 466 170 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 157 468 96 186 241 74 133 552 115 137 491 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 468 96 186 241 74 133 552 115 137 491 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 157 468 96 186 241 74 133 552 115 137 491 179 ------------1--------------- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 Adjustment: 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 ------------1------------- capacity Analysis Module: Vol/Sat: 0.09 0.13 0.05 0.10 0.07 0.04 0.07 0.19 0.19 0.08 0.19 0.19 Crit Moves: **** Green/Cycle: 0.22 0.24 Volume/Cap: 0.40 0.54 Delay/Veh: 34.2 33.7 User DelAdj: 1.00 1.00 AdjDel/Veh: 34.2 33.7 HCM2kAvg: 4 7 0.24 0.22 30.6 1. 00 30.6 2 1800 1800 1800 1800 1800 1800 1800 1800 1800 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.66 0.34 1.00 1.47 0.53 1800 3600 1800 1800 2980 620 1800 2638 962 11---------------11---------------11---------------1 **** **** **** 0.19 0.54 38.0 1. 00 38.0 6 0.22 0.19 32.2 1. 00 32.2 2 0.10 0.74 58.5 1. 00 58.5 6 0.34 0.54 26.9 1. 00 26.9 9 0.39 0.48 23.5 1. 00 23.5 8 0.39 0.48 23.S 1. 00 23.5 8 0.34 0.54 26.9 1. 00 26.9 9 0.14 0.54 42.2 1. 00 42.2 5 0.22 0.31 33.1 1. 00 33 .1 3 ***********************************************************-********************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-275 Existing Conditions Man Sep 27, 2004 16:10:54 Page 30-1 -------~----------~-~~-------------------------------------------~----~-----~- City of San Bernardino General Plan Existing Conditions PM Peak ----------~-~--------------------- ----------------~---~~----------------------- Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #29 Waterman Avenue ~ Marshall Boulevard ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.451 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec/veh): 4.0 Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound south Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 I---------------! 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1 --------------11--------------- 11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 52 1365 5 1 851 11 15 12 31 7 21 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 1365 5 1 851 11 15 12 31 7 21 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 55 1437 5 1 896 12 16 13 33 7 22 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 1437 5 1 896 12 16 13 33 7 22 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 55 1437 5 1 896 12 16 13 33 7 22 59 ------------1---------- ----11--------------- 11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.97 0.03 0.56 0.44 1.00 0.25 0.75 1.00 Final Sat.: 1800 3587 13 1800 3554 46 1000 800 1800 450 1350 1800 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.40 0.40 0.00 0.25 0.25 0.02 0.02 0.02 0.02 0.02 0.03 Crit Moves: **** **** Green/Cycle: 0.86 0.86 0.86 0.86 0.86 0.86 0.10 0.10 0.10 0.10 0.10 0.10 VOlume/Cap: 0.04 0.47 0.47 0.00 0.29 0.29 0.16 0.16 0.18 0.16 0.16 0.33 Delay/veh, 1.0 1.7 1.7 1.0 1.4 1.4 41.6 41.6 41.7 41.6 41.6 42.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 1.0 1.7 1.7 1.0 1.4 1.4 41.6 41.6 41.7 41.6 41.6 42.9 HCM2kAvg: 0 6 4 0 3 2 1 1 1 1 1 2 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-276 Existing Conditions Mon Sep 27, 2004 16:10:54 Pag", 31-1 City of San Bernardino General Plan Existing Conditions PM Peak ----~----------------~--~---~ --- -----------------~~--~~------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) *************************************************************~****************** Intersection #30 Waterman Avenue @ 36th Street ******************************************************************************** Average Delay (sec/vehl: 0.5 Worst Case Level Of Service: C[ 23.8J *************************************************~****************************** Street Name: Waterman Avenue 36th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1------- -------11---------------1 Control: Uncontrolled Uncontrolled Stop Si9n Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1 ---------------11---------------1 1---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 28 1296 2 5 919 5 1 3 33 0 0 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 1296 2 5 919 5 1 3 33 0 0 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 29 1364 2 5 967 5 1 3 35 0 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 29 1364 2 5 967 5 1 3 35 0 0 2 ------------1---- ---------- 11---------------11---------------11----------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 xxy.xx: xxxx 6.9 FollowupTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 973 xxxx xxxxx 1366 xxxx xxxxx 1722 2406 486 xxxx xxxx 683 Potent Cap.: 717 xxxx xxxxx 509 xxxx xxxxx 59 34 532 xxxx xxxx 396 Move Cap.: 717 XXXX xxxxx 509 xxxx xxxxx 56 32 532 xxxx xxxx 396 Volume/Cap: 0.04 xxxx xxxx 0.01 xxxx xxxx 0.02 0.10 0.07 xxxx xxxx 0.01 ------------1--------------- 11---------------11---------------11---------------1 Level Of Service Module: Queue: 0.1 xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx 0.2 xxxxx xxxx 0.0 Stopped Del: 10.2 xxxx xxxxx 12.1 xxxx xxxxx xxxxx xxxx 12.2 xxxxx xxxx 14.1 LOS by Move: B * * B * * * * B * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 36 xxxx xxxxx 0 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 118.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * F * * * * * ApproaehDel: xxxxxx xxxxxx 23.8 14.1 ApproaehLOS: * * C B Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-277 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 32-1 ---------~~-----------~--~--------------------~----~---------------------------- City of San Bernardino General Plan Existing Conditions PM Peak ~~~~------------------~~-----------------~---_._--------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive ******************************************************************************** Cycle (sec): 100 Critical vol./cap. (X): 0.437 Loss Time (see): 0 (Y+R = 4 see) Average Delay (sec/vehl: 12.6 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Street Name: Sterling Avenue Lynwood D:r:ive Approach: North Buund South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------1 I --------------- 11--------------- 1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ~~------~---I---------------I 1---------------1 I--~--- -------- I 1---------------1 Volume Module: Existing PM peak Base Vol: 123 227 70 39 134 22 34 154 154 43 136 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 227 70 39 134 22 34 154 154 43 13G 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 129 239 74 41 141 23 36 162 162 45 143 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 239 74 41 141 23 36 162 162 45 143 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 129 239 74 41 141 23 36 162 162 45 143 66 ------------1---------------1 1---------------1 [--------------- 11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.59 1.08 0.33 0.40 1.37 0.23 0.18 0.82 1.00 0.36 1.12 0.52 Final Sat.: 296 573 182 190 671 113 91 413 566 171 560 271 ------------1---------------1 [---------------1 1---------------1 1--------------- I Capacity Analysis Module: Vol/Sat: 0.44 0.42 0.41 0.22 0.21 0.21 0.39 0.39 0.29 0.26 0.26 0.24 Crit Moves: **** **** **** **** Delay/Veh: 14.6 13.7 13.1 11.7 11.4 11.1 13.7 13.7 11.0 12.2 11.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.6 13.7 13.1 11.7 11.4 11.1 13.7 13.7 11.0 12.2 11.8 LOS by Move: B B B B B B B B B B B ApproachDel: 13.8 11.4 12.5 11.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.8 11.4 12.5 11.7 LOS by Appr: B B B B ******************************************************************************** o 11.2 1. 00 11. 2 B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -278 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 33-1 ~~-----------~-~---------------~-----------------------~-~-- City of San Bernardino General Plan Existing Conditions PM Peak ----------~~--------------~~-----------------------------~~------------------- Level Of Service computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ******************************************************************************** eycle (sec): 100 Critical vol./cap. (X): 0.131 Loss Time (see): 0 (Y+R = 4 see) Average Delay (see/veh): 7.9 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Sterling Avenue Foolhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------!------------ - 11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------1 1---------------1 I---------------! 1---------------1 Volume Module: Existing PM Peak Base Vol: 82 0 27 0 1 5 0 32 62 16 46 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 ,1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 0 27 0 1 5 0 32 62 16 46 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHFVolume: 86 0 28 0 1 5 034 65 1748 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 0 28 0 1 5 0 34 65 17 48 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 86 0 28 0 1 5 0 34 65 17 48 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.50 0.50 0.00 0.17 0.83 0.00 0.34 0.66 0.26 0.74 0.00 Final Sat.: 657 393 386 0 143 717 0 302 584 204 587 0 ------------1---------------11-------------- 11--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.07 xxxx 0.01 0.01 xxxx 0.11 0.11 0.08 0.08 xxxx Crit Moves: **** **** **** **** Delay/Veh: 8.8 7.5 7.5 0.0 7.0 7.0 0.0 7.4 7.4 7.8 7.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.8 7.5 7.5 0.0 7.0 7.0 0.0 7.4 7.4 7.8 7.8 LOS by Move: A A A * A A * A A A A ApproachDel: 8.3 7.0 7.4 7.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.3 7.0 7.4 7.8 LOS by Appr: A A A A ******************************************************************************** o 0.0 1. 00 0.0 * Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-279 Existing Conditions Mon Sep 27, 2004 16:10:54 page 34-1 ------~---~---------~-------------~--------------------------~~~~~~------------- eity of San Bernardino General plan Existing Conditions PM Peak -------------------------------------------------------------------- --------- - Level Of Service eomputation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #33 Del Rosa Avenue @ Foothill Drive ******************************************************************************** Average Delay (sec/vehl: 4.1 Worst Case Level Of Service: B[ 11.5] ******************************************************************************** Streel Name: Del Rosa Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------ -----1---------------1 1---------------1 1--------------- 11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 I-~ --------1 Volume Module: Existing PM Peak Base Vol: 0 165 58 89 132 0 0 0 0 52 0 99 Growth Adj: 1.00 1.00 1~00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1~00 1.00 Initial Bse: 0 165 58 89 132 0 0 0 0 52 0 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 174 61 94 139 0 0 0 0 55 0 104 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 174 61 94 139 0 0 0 0 55 0 104 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3~5 xxxx 3.3 ------------1---------------1 1---------------11---------------11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 235 xxxx xxxxx xxxx xxxx xxxxx 531 xxxx 117 Potent Cap.: xxxx xxxx xxxxx 1344 xxxx xxxxx xxxx xxxx xxxxx 513 xxxx 940 Move eap.: xxxx xxxx xxxxx 1344 xxxx xxxxx xxxx xxxx xxxxx 484 xxxx 940 volume/Cap: xxxx xxxx xxxx 0.07 xxxx xxxx xxxx){XXX xxxx 0.11 xxxx 0.11 ------------1---------------1 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx Stopped Oel:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpOel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachOel: xxxxxx ApproachLOS: * o . 2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx y.xxxx 7 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx A * * * * * * * * LT - LTR - RT LT - LTR .~ RT LT - LTR - RT xxxx xxxx xxxxx ){XXX xxxx xxxxx xxxx 710 xxxxx o . 2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 9 xxxxx 7 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11. 5 xxxxx A * * * * * * B * xxxxxx xxxxxx 11 . 5 * * B Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -280 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 35-1 -------------------------------------------------------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak --------------~~----------------~~-----------------~-~------- ------------------ Level Of Service computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #34 30th Street @ Lynwood Drive ******************************************************************************** Average Delay (sec/veh): 6.2 Worst Case Level Of Service: A[ 7.2J ******************************************************************************** Street Name: 30th Street Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------- ---1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Ignore Include Include Include Lanes; 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 ------------1------- -------11---------------11--------------- 11---------------1 Volume Module: Existing PM Peak Base vol: 0 0 496 0 0 0 0 72 0 295 130 0 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 496 0 0 0 0 72 0 295 130 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHFVolume; 0 0 0 0 0 0 0 76 0 311137 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 0 0 0 0 76 0 311 13 7 0 ------------1------------- -11---------------11--------------.. 11---------------1 Critical Gap Module; Cr it i ca 1 Gp: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6 . 5 xxxxx 7 . 1 6 . 5 xxxxx FOllowUpTim: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 =xx 3.5 4.0 xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx =xx = xxxx 0 xxxxx 38 0 xxxxx Potent Cap.; =xx xxxx xxxxx xxxx =xx xxxxx xxxx 0 xxxxx 972 0 xxxxx Move Cap.: xxxx xxxx xxxxx xxxx =xx xxxxx xxxx 0 xxxxx 972 0 xxxxx VOlume/Cap: xxxxxxxx xxxx xxxxxxxx xxxx xxxxO.OO xxxx 0.320.00 xxxx ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx. xxxxx xxxxx xxxx xxxxx xxxxx 0.0 xxxxx 1.4 0.0 xxxxx Stopped Del :xxxxx xxxx. xxxxx xxxxx x.xxx xxxxx xxxxx 0.0 xxxxx 10.4 0.0 xxxxx LOS by Move: * * * * * * * A * B A * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xXxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel::xxxxxx xxx xxx 0 .0 7.2 ApproachLOS: * * A A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-281 Existing Conditions Mon Sep 27, 2004 16:10:54 page 36-1 ----~-----------------------------------~-~------ -- --------------------------- City of San Bernardino General Plan Existing Conditions PM Peak --------------~---- -----------------------------------------~-_._------- ------ Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #35 Waterman Avenue @ 40th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.506 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 24.8 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~-----------I---------------I I-----------~--- 11------- --------1 [---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1 ----~----------I 1--------------- 1 1---------------1 [~--------------I Volume Module: Existing PM Peak Base vol: 337 906 37 34 329 30 196 404 211 28 459 129 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 337 906 37 34 329 30 196 404 211 28 459 129 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 355 954 39 36 346 32 206 425 222 29 483 136 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 355 954 39 36 346 32 206 425 222 29 483 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 355 954 39 36 346 32 206 425 222 29 483 136 ------------I----------~~---I 1---------------1 1---------------1 I ------------~--I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.92 0.08 1.00 1.83 0.17 1.00 1.31 0.69 1.00 1.56 0.44 Final Sat.: 1800 3459 141 1800 3299 301 1800 2365 1235 1800 2810 790 ------------1---------------1 1---------------1 1---------------1 1---------------[ capacity Analysis Module: Vol/Sat: 0.20 0.28 0.28 0.02 0.10 0.10 0.11 0.18 0.18 0.02 0.17 0.17 Crit Moves: **** Green/Cycle: 0.40 0.51 Volume/Cap: 0.50 0.54 Delay/Veh: 23.2 17.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 23.2 17.0 HCM2kAvg: 8 11 **** **** 0.51 0.54 17.0 1. 00 17.0 10 0.10 0.20 41.9 1.00 41.9 1 0.21 0.50 35.2 1. 00 35.2 6 0.21 0.50 35.2 1. 00 35.2 5 0.33 0.35 25.6 1. 00 25.6 5 0.33 0.54 27.8 1. 00 27.8 8 0.33 0.54 27.8 1. 00 27.8 8 0.33 0.05 22.7 1. 00 22.7 1 0.33 0.52 27.4 1. 00 27.4 8 0.33 0.52 27.4 1. 00 27.4 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -282 Existing Conditions Man Sep 27, 2004 16:10:54 City of San Bernardino General plan Existing Conditions PM Peak page 37-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative] *******~************************************************************************ Intersection #36 Waterman Avenue ~ 34th Street ******************************************************************************** Average Delay (sec/veh): 1.1 Worst Case Level Of Service: D[ 29.9J ******************************************************************************** Street Name: Waterman Avenue 34th Street Approach: North Bound South Bound East Bound West Bounu Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------11- -------------11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 50 1371 1 1 827 10 7 2 38 0 2 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1371 1 1 827 10 7 2 38 0 2 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 53 1443 1 1 871 11 7 2 40 0 2 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 53 1443 1 1 871 11 7 2 40 0 2 18 ------------1---------------1 1---------------1 I---------------! 1---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx. 4.1 xxxx xxxxx 7.5 6.5 6.9 xxxxx 6.5 6.9 FollowUpTim: 2.2 XXXX xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 xxxxx 4.0 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 881 xxxx xxxxx. 1444 xxxx xxxxx 1706 2427 441 xxxx 2432 722 Potent Cap.: 776 xxxx xxxxx 476 xxxx xxxxx 60 33 570 xxxx 32 374 Move Cap. : 776 xxxx xxxxx 476 xxxx xxxxx 51 30 570 xxxx 30 374 VOlume/Cap: 0.07 xxxx xxxx 0.00 xxxx xxxx 0.14 0.07 0.07 xxxx 0.07 0.05 ------------1---------------1 1---------------1 1---------------1 1---------------[ Level Of Service Module: Queue: 0 .2 xxxx xxxxx 0 . 0 xxxx xxxxx xxxxx xxxx 0 . 2 Stopped Del: 10.0 xxxx xxxxx 12.6 xxxx xxxxx xxxxx xxxx 11.8 LOS by Move: A * * B * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 45 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.7 xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 106.5 xxxx xxxxx Shared LOS: * * * * * * F * * ApproachDel: xxxxxx xxxxxx 29.9 ApproachLOS: * * D xxxxx xxxx 0.2 xxxxx xxxx 15.1 * * C LT - LTR - RT 30 xxxx xxxxx o . 2 xxxx xxxxx 133.7 xxxx xxxxx F * * 27.6 D Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-283 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 38-1 ~----~-------------------------~~~~---------------------------~-~---------------- City of San Bernardino General Plan Existing Conditions PM Peak -------------------------------------------------------------~----------- Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Waterman Avenue @ Parkdale Avenue ****************************************.**************************************** Cycle (see): 100 Critical Vol./Cap. (Xl: 0.501 Loss Time (see): 4 (Y+R'" 3 see) Average Delay (see/veh): 11.1 Optimal Cycle: 24 Level Of Service; B ******************************************************************************** Street Name: Waterman Avenue Parkdale Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------~--I---------------I 1---------------1 I-----~---------I 1---------------1 Control: Permitted permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 -------~----I--------------- 11------ ------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 109 1158 36 13 736 22 37 86 139 54 117 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~.OO 1.00 1.00 1.00 Initial Bse: 109 1158 36 13 736 22 37 86 139 54 117 45 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 115 1219 38 14 775 23 39 91 146 57 123 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 1219 38 14 775 23 39 91 146 57 123 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 1219 38 14 775 23 39 91 146 57 123 47 ------------1 --------~------I I-------------~-I 1---------------1 I-----~--------- 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.94 0.06 1.00 1.94 0.06 1.00 0.38 0.62 1.00 1.00 1.00 Final Sat.: 1800 3491 109 1800 3496 104 1800 688 1112 1800 1800 1800 ------------1---------------1 1---------------1 I--~--~---------I 1---------------1 capacity Analysis Module: VOl/Sat: 0.06 0.35 0.35 0.01 0.22 0.22 0.02 0.13 0.13 0.03 0.07 0.03 Crit Moves: **** Green/Cycle: 0.70 0.70 VOlume/Cap: 0.09 0.50 Delay/Veh: 4.9 7.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 4.9 7.2 HCM2kAvg: 1 9 **** 0.70 0.50 7.2 1. 00 7.2 9 0.70 0.01 4.6 1. 00 4.6 o 0.70 0.32 6.0 1. 00 6.0 5 0.70 0.32 6.0 1. 00 6.0 5 0.26 0.08 27.9 1. 00 27.9 1 0.26 0.50 32.1 1. 00 32.1 7 0.26 0.50 32.1 1. 00 32.1 7 0.26 0.12 28.2 1. 00 28.2 1 0.26 0.26 29.5 1. 00 29.5 3 0.26 0.10 28.0 1. 00 28.0 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-284 Existing Conditions Mon Sep 27} 2004 16:10:54 Page 39-1 City of San Bernardino General Plan Existing Conditions PM Peak ~---------------------~~~~------------------~--~._----------------~~~~~---- Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Valencia Avenue @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 0.257 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Valencia Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---------------! [---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11--------------- 11---------------11--------------- 1 Volume Module: Existing PM Peak Base Vol: 150 204 101 7 94 38 88 365 70 49 245 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 204 101 7 94 38 88 365 70 49 245 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 158 215 106 7 99 40 93 384 74 52 258 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 158 215 106 7 99 40 93 384 74 52 258 2 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 158 215 106 7 99 40 93 384 74 52 258 2 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.98 0.02 Final Sat.: 1800 1800 1800 1800 1800 1800 1800 3021 579 1800 3571 29 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.12 0.06 0.00 0.05 0.02 0.05 0.13 0.13 0.03 0.07 0.07 Crit Moves: **** Green/Cycle: 0.46 0.46 VOlume/Cap: 0.19 0.26 Delay/Veh: 15.8 16.4 User DelAdj: 1.00 1.00 AdjDel/veh: 15.8 16.4 HCM2kAvg: 3 4 **** 0.46 0.13 15.3 1. 00 15.3 2 0.46 0.01 14 .4 1- 00 14.4 o 0.46 0.12 15.2 1.00 15.2 2 0.46 0.05 14.7 1. 00 14.7 1 0.50 0.10 13 .5 1. 00 13 .5 1 0.50 0.26 14.7 1. 00 14.7 4 0.50 0.26 14.7 1. 00 14.7 4 0.50 0.06 13 .1 1. 00 13 .1 1 0.50 0.15 13.8 1. 00 13.8 2 0.50 0.15 13.8 1. 00 13.8 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -285 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 40-1 ----------------------------~~-~-----------------~--_. -----~-------------------- City of San Bernardino General Plan Existing eonditions PM Peak -----~---------------~-------------------------~----------------------~~~-------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Valencia Avenue @ 40th Street ******************************************************************************** Cycle (sec): 100 Critical VoL/Cap. (X): 0.412 Loss Time (sec): 0 (Y+R = 4 see) Average Delay (sec/veh): 11.5 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Street Name: Valencia Avenue 40th Street Approach: North Bound South Bound Ea~t Bound West Bound Movement: L T R L T R L T R L T R -----------~I---------------I 1---------------1 I----------~----I 1-- ------------1 Control; Stop Sign Stop sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 200 0 77 0 0 0 0 294 98 38 299 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 200 0 77 0 0 0 0 294 98 38 299 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 211 0 81 0 0 0 0 309 103 40 315 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 211 0 81 0 0 0 0 309 103 40 315 0 PCE Adj: 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 211 0 81 0 0 0 0 309 103 40 315 0 ------------1---------------1 1---------------1 I------~------ -11---------------1 Saturation Flow Mouule: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.50 0.50 0.23 1.77 0.00 Final Sat.: 511 0 612 0 0 0 0 917 318 131 1043 0 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.41 xxxx 0.13 xxxx xxxx xxxx xxxx 0.34 0.32 0.30 0.30 xxxx Crit Moves: **** **** **** Delay/Veh: 13.8 0.0 9.1 0.0 0.0 0.0 0.0 11.2 10.7 11.2 11.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh; 13.8 0.0 9.1 0.0 0.0 0.0 0.0 11.2 10.7 11.2 11.1 LOS by Move: B * A * * * * B B B B ApproachDel: 12.5 xxxxxx 11.1 11.1 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 12.5 xxxxxx 11.1 11.1 LOS by Appr: B * B B ******************************************************************************** o 0.0 1. 00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F R286 Existing Conditions Mon Sep 27, 2004 16:10:54 page 41-1 -------------------------------------------------------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak ----------~--------------------~~---------------------------~~-----~-_._------- - Level Of Service eomputation Report 2000 HCM Operations Method (Base Volume Alternative] ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.810 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 29.0 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Street Name: Del Rosa Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R - ----------1---------------11---------------1 1- ------------- 11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 Lanes: 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: existing PM peak Base Vol: 0 1065 177 151 514 0 466 0 737 0 0 0 Growth Adj: 1.QO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 0 1065 177 151 514 0 466 0 737 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1121 186 159 541 0 491 0 776 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1121 186 159 541 0 491 0 776 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1121 186 159 541 0 491 0 776 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.57 0.43 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 4630 770 1800 3600 0 1800 0 1800 0 0 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.09 0.15 0.00 0.27 0.00 0.43 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.30 Volume/cap: 0.00 0.81 Delay/veh: 0.0 35.6 User DelAdj: 1.00 1.00 AdjDel/Veh: 0.0 35.6 HCM2kAvg: 0 15 o **** **** 0.30 0.81 35.6 1. 00 35.6 15 0.11 0.81 65.2 1. 00 65.2 7 0.41 0.37 20.8 1. 00 20.8 6 0.00 0.00 0.0 1. 00 0.0 o 0.53 0.51 15.5 1. 00 15.5 10 0.00 0.00 0.0 1. 00 0.0 o 0.53 0.81 24.5 1. 00 24.5 21 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -287 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 42~1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WB Ramps ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.855 Loss Time (see): 6 (Y+R = 3 see) Average Delay rsec/veh): 27.4 Optimal Cycle: 74 Level Of Service: C ***************~**************************************************************** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[---------------1 1---------------11---------------11---------------[ Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------11---------------11-------- ------1 Volume Module: Existing PM peak Base Vol: 758 979 0 0 487 390 0 0 0 188 0 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 758 979 0 0 487 390 0 0 0 188 0 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 798 1031 0 0 513 411 0 0 0 198 0 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 798 1031 0 0 513 411 0 0 0 198 0 239 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 798 1031 0 0 513 411 0 0 0 198 0 239 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2:00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3600 0 0 3600 1800 0 0 0 1800 0 1800 ------------1---------------1 1---------------11--------------- 1 [--------------1 Capacity Analysis Module: VOl/Sat: 0.44 0.29 0.00 0.00 0.14 0.23 0.00 0.00 0.00 0.11 0.00 0.13 Crit Moves: **** **** ***.* Green/Cycle: 0.52 0.78 0.00 0.00 0.27 0.27 0.00 0.00 0.00 0.16 0.00 0.16 VOlume/Cap: 0.86 0.36 0.00 0.00 0.53 0.86 0.00 0.00 0.00 0.71 0.00 0.86 Delay/Veh: 28.7 3.3 0.0 0.0 31.9 48.9 0.0 0.0 0.0 48.2 0.0 63.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.7 3.3 0.0 0.0 31.9 48.9 0.0 0.0 0.0 48.2 0.0 63.1 HCM2kAvg: 24 5 0 0 7 15 0 0 0 7 0 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F - 288 Existing Conditions Man Sep 27, 2004 16:10:54 Page 43-1 -----~~--------------~-~~---~- -----------------~~-~~~-------------------------- City of San Bernardino General plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #42 Sierra Way @ 40th Street ******************************************************************************** cycle (see): 100 Critical VoL/Cap. (X): 0.432 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 21.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Sierra way 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1------------ -11---------------11---------------11---------------1 Control: Permitted Permitted prot+permit prot+Permit Rights: Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1------------- 11--------------- 1 Volume Module: Existing PM Peak Base Vol: 107 229 154 144 159 105 112 553 74 69 630 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 229 154 144 159 105 112 553 74 69 630 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume; 113 241 162 152 167 111 118 582 78 73 663 159 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 113 241 162 152 167 111 118 582 78 73 663 159 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 113 241 162 152 167 111 118 582 78 73 663 159 ------------1---------------11---------------1 1------ --------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 1.00 1.20 0.80 1.00 1.20 0.80 1.00 1.76 0.24 1.00 1.61 0.39 Final Sat.: 1800 2152 1448 1800 2168 1432 1800 3175 425 1800 2904 696 ------------1---------------11--- -----------11---------------11---------------1 capacity Analysis Module: vol/Sat: 0.06 0.11 0.11 0.08 0.08 0.08 0.07 0.18 0.18 0.04 0.23 0.23 Crit Moves: **** **** **** Green/Cycle: 0.26 0.26 0.26 0.26 0.26 0.26 0.15 0.58 0.58 0.10 0.53 0.53 Volume/cap: 0.24 0.43 0.43 0.32 0.30 0.30 0.43 0.32 0.32 0.40 0.43 0.43 Delay/Veh: 29.5 31.2 31.2 30.4 29.9 29.9 39.6 10.9 10.9 43.7 14.5 14.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.5 31.2 31.2 30.4 29.9 29.9 39.6 10.9 10.9 43.7 14.5 14.5 HCM2kAvg; 3 5 5 4 4 3 4 5 5 3 8 8 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-289 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 44-1 -------------~-----------------~~------------~---~---~~------------------------- City of San Bernardino General Plan Existing Conditions PM peak ---------------------~~------------------~--~------------------~--------------- Level Of Service eomputation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #43 Waterman Avenue @ Hospitality Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.984 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 46.8 Opt imal Cycle: 130 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 2 1 0 3 0 1 1 0 1 0 1 2 0 1 1 0 ------------1---------------1 1---------------1 1--------------- 11--------------- I Volume Module: Existing PM Peak Base Vol: 372 676 1054 265 1027 265 286 494 600 525 565 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 372 676 1054 265 1027 265 286 494 600 525 565 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 392 712 1109 279 1081 279 301 520 632 553 595 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 712 1109 279 1081 279 301 520 632 553 595 175 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 392 712 1109 279 1081 279 301 520 632 553 595 175 ------------1---------------1 1---------------1 1---------------1 1--------------- I Saturation Flow Module: Sat/Lane: 1~00 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.55 0.45 Final Sat.: 3600 3600 3600 1800 5400 1800 1800 1800 1800 3600 2782 818 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.20 0.31 0.15 0.20 0.15 0.17 0.29 0.35 0.15 0.21 0.21 Crit Moves: **** **** Green/Cycle: 0.17 0.31 0.31 VOlume/Cap: 0.66 0.63 0.98 Delay/Veh: 41.7 30.6 57.1 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 41.7 30.6 57.1 HCM2kAvg: 7 10 23 **** **** 0.16 0.98 91. 0 1. 00 91. 0 13 0.30 0.66 31.2 1. 00 31.2 10 0.50 0.31 14.9 1.00 14 .9 5 0.20 0.85 55.8 1. 00 55.8 12 0.29 0.98 70.1 1. 00 70.1 22 0.46 0.76 26.8 1. 00 26.8 18 0.16 0.98 75.9 1. 00 75.9 13 0.25 0.85 43.1 1. 00 43.1 14 0.25 0.85 43.1 1. 00 43.1 14 *******************************~************************************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-290 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 45-1 -----~-------------~-----------------~-~-----------------~---------------------- City of San Bernardino General Plan Existing Conditions PM Peak -~~---------------~------------~~~-------- ----------------~~------------------- Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #44 Hospitality Lane ~ carnegie Drive ******************************************************************************** Cycle (sec): 100 Critical vol./Cap. (X): 0.906 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 41.1 Optimal Cycle: 104 Level Of Service: D ******************************************************************************** Street Name: Hospi tality Lane Carnegie Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------- -----11---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Existinf PM peak Base Vol: 577 108 137 85 301 84 248 1168 195 403 630 39 Gro,,,th Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 577 108 137 85 301 84 248 1168 195 403 630 39 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 607 114 144 89 317 88 261 1229 205 424 663 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 607 114 144 89 317 88 261 1229 205 424 663 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 607 114 144 89 317 88 261 1229 205 424 663 41 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.88 0.12 Final Sat.: 3600 1800 1800 1800 3600 1800 1800 3600 1800 1800 3390 210 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: vol/Sat: 0.17 0.06 0.08 0.05 0.09 0.05 0.15 0.34 0.11 0.24 0.20 0.20 Crit Moves: **** Green/Cycle: 0.19 volumelCap: 0.91 Delay/Veh: 54.3 User DelAdj: 1.00 AdjDel/Veh: 54.3 HCM2kAvg: 13 **** **** **** 0.19 0.34 35.5 1. 00 35.5 3 0.19 0.43 37.0 1. 00 37.0 4 0.10 0.50 44.8 1. 00 44.8 3 0.10 0.88 65.7 1. 00 65.7 8 0.10 0.49 44.7 1. 00 44.7 3 0.27 0.54 32.3 1. 00 32.3 7 0.38 0.91 38.9 1. 00 38.9 22 0.56 0.20 11.0 1. 00 11.0 3 0.26 0.91 57.6 1. 00 57.6 17 0.36 0.54 25.6 1. 00 25.6 9 0.36 0.54 25.6 1. 00 25.6 9 ****************************************************************~*************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-291 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 46-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #45 Tippecanoe Avenue @ Rialto Avenue *************************************************************************k****** Average Del~y (sec/veh): 9.6 Worst Case Level Of Service: F[102.6] ******************************************************************************** Street Name: Tippecanoe Avenue Rial to Approach: North Bound South Bound East Bound Movement: L T R L T R L T R L ------------1---------------1 1---------------1 1--------------- 1 1- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights; Include Include Include Include Lanes; 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: Existing PM peak Base Vol; 66 1085 0 0 688 38 113 0 75 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 66 1085 0 0 688 38 11J 0 75 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 69 1142 0 0 724 40 119 0 79 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 69 1142 0 0 724 40 119 0 79 0 0 0 ------------1---------------1 I---------------! 1--------------- 11---------------1 Critical Gap Module: Critical Gp: 4.1 xxxx =xx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx =xx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 eapacity Module: Cnflict Vol: 764 xxxx =xx xxxx xxxx xxxxx 1454 xxxx 382 xxxx xxxx xxxxx Potent Cap.: 858 xxxx =xx xxxx xxxx xxxxx 123 xxxx 622 xxxx xxxx =xx Move Cap.: 858 xxxx xxxxx xxxx xxxx =xx 116 =xx 622 xxxx xxxx xxxxx VOlume/Cap: 0.08 =xx xxxx xxxx xxxx xxxx 1.03 xxxx 0.13 xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: 0 . 3 xxxx xxxxx =xx xxxx xxxxx 6 . 9 xxxx 0 . 4 xxxxx xxxx xxxxx Stopped Del: 9.6 xxxx =xx xxxxx xxxx xxxxx 162.9 xxxx 11.6 xxxxx xxxx XXXY.x LOS by Move: A * * * * * F * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx =xx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx =xx xxxxx xxxx =xxx =xx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 102.6 xxxxxx ApproachLOS ; * * F *. Avenue West Bound T R uu__ -- _I Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -292 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 47-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave ~ Harry Shepard Blvd ******************************************************************************** Cycle (sec): 120 Critical vol./eap. (Xl: 0.828 Loss Time (see): 8 (Y+R 3 sec) Average Delay (sec/vehl: 20.2 Optimal cycle: 76 Level Of Service; C ******************************************************************************** Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East BOund West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 II 0 0 1 0 1 0 1 ------------1---------------[ 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base vol: 4 1087 403 35 674 4 4 1 2 200 0 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 1087 403 35 674 4 4 1 2 200 0 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 4 1144 424 37 709 4 4 1 2 211 0 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 1144 424 37 709 4 4 1 2 211 0 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 4 1144 424 37 709 4 4 1 2 211 0 38 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.99 0.01 0.57 0.14 0.29 1.00 1.00 1.00 Final Sat.: 1800 1800 1800 1800 3579 21 1029 257 514 1800 1800 1800 ------------1---------------1 1---------------1 1---------------1 1- ---- --------1 Capacity Analysis Module: Vol/Sat: 0,00 0.64 0.24 0.02 0.20 0.20 0.00 0.00 0.00 0.12 0.00 0.02 Crit Moves: **** **** **** Green/Cycle: 0.08 0.72 0.72 0.08 0,72 0.72 0.13 0.13 0.13 0.13 0.00 0.13 Volume/cap: 0.03 0.89 0.33 0.25 0.28 0.28 0.03 0.03 0.03 0.89 0.00 0.16 Delay/veh: 50.6 20.8 6.4 52.3 6.0 6.0 45.4 45.4 45.4 81.3 0.0 46.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.6 20.8 6.4 52.3 6.0 6.0 45.4 45.4 45.4 81.3 0.0 46.5 HCM2kAvg: 0 35 6 1 5 5 0 0 0 11 0 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -293 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 48-1 ----------------~----~-------~~----------~-----"--------------------------------- city of San Bernardino General Plan Existing Conditions PM Peak -------------------~~---------------~~------------~-- -----------------~~------- Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Tippecanoe Avenue @ 3rd Street ******************************************************************************** Cycle (sec); 100 Critical Vol./Cap. (X): 0.698 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (see/veh): 32.5 Optimal cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue 3 rd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----~------I---------------I 1---------- ----11---------------11---------------1 Control: Protected Protected Protected Protected Rights; Include Include Include Include Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1------------- -11---------------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 69 555 476 43 362 22 72 566 28 243 171 42 Growth Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 69 555 476 43 362 22 72 566 28 243 171 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 73 584 501 45 381 23 76 596 29 256 180 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol; 73 584 501 45 381 23 76 596 29 256 180 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 73 584 501 45 381 23 76 596 29 256 180 44 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.08 0.92 1.00 1.89 0.11 1.00 1.91 0.09 1.00 2.00 1.00 Final Sat.; 1800 1938 1662 1800 3394 206 1800 3430 170 1800 3600 1800 ------------1------ --------11---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat; 0.04 0.30 0.30 0.03 0.11 0.11 0.04 0.17 0.17 0.14 0.05 0.02 Crit Moves: **** Green/Cycle: 0.10 0.40 volume/Cap: 0.40 0.75 Delay/Veh: 43.7 28.0 User DelAdj: 1.00 1.00 AdjDel/veh: 43.7 28.0 HCM2kAvg: 3 16 **** **** **** 0.40 0.75 28.0 1. 00 28.0 16 0.10 0.25 42.3 1. 00 42.3 1 0.40 0.28 20.4 1. 00 20.4 4 0.40 0.28 20.4 1. 00 20.4 4 0.21 0.20 32.9 1. 00 32.9 2 0.23 0.75 39.7 1. 00 39.7 11 0.23 0.75 39.7 1. 00 39.7 11 0.19 0.75 47.5 1. 00 47.5 9 0.21 0.24 33.0 1. 00 33.0 2 0.21 0.12 32.1 1.00 32.1 1 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -294 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 49-1 City of San Bernardino General Plan Existing Conditions PM Peak ------------------------------ -------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative] ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street ******************************************************************************** Cycle (sec): 100 Cri tical vol./Cap. (X): 0.790 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 22.2 Optimal Cycle; 63 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R IJ T R ------------1 ---------------1 I---------------! 1---------------1 1---------------1 Control: Protected Protected Split Phase Split phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1-------------- I Volume Module: Existing PM Peak Base Vol: 183 1846 0 0 1223 123 448 0 550 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 1846 0 0 1223 123 448 0 550 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 193 1943 0 0 1287 129 472 0 579 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 1943 0 0 1287 129 472 0 579 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 193 1943 0 0 1287 129 472 0 579 0 0 0 ------------1---------------11--------------- 11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1800 5400 0 1800 3600 1800 1800 1800 1800 1800 1800 0 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.36 0.00 0.00 0.36 0.07 0.26 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.14 volume/Cap: 0.79 Delay/Veh; 57.7 User DelAdj: 1.00 AdjDel/veh: 57.7 HCM2kAvg: 8 o **** **** 0.59 0.61 13.6 1. 00 13.6 13 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.45 0.79 26.0 1. 00 26.0 18 0.78 0.09 2.5 1. 00 2.5 1 0.33 0.79 37.3 1. 00 37.3 15 0.00 0.00 0.0 1. 00 Q.O o 0.47 0.69 23.3 1. 00 23.3 15 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -295 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 50-1 ~------------------~------------------------~ ---------------~------------------ City of San Bernardino General Plan Existing Conditions PM Peak ---------------------------------------~--------------------~-~--~-------- Level Of Service computation Report 2000 HCM Unsignalized Method (Base volume Alternative) ******************************************************************************** Intersection #49 Rancho Avenue @ 5th St/Foothill Blvd ******************************************************************************** Average Delay (sec/vehl: 121.2 Worst Case Level Of Service: F [1035.0] ******************************************************************************** Street Name: Rancho Avenue 5th Street/Foothill Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -- ---------1--------------- 11-----,---------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ine1 ude Include Include Include Lanes: 0 0 I! 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------I----~----------I 1---------------1 1-------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 120 0 202 0 0 0 0 979 118 137 1208 0 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.UO Initial Bse; 120 0 202 0 0 0 0 979 118 137 1208 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 126 0 213 0 0 0 0 1031 124 144 1272 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 126 0 213 0 0 0 0 1031 124 144 1272 0 ------------1---------------1 1---------------1 1--------------- 11--- -----------1 Critical Gap Module: Cri tical Gp; 6.8 =xx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpT im; 3.5 = 3 .3 xxx.:x:x xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------ 1---------------11--- -----------11---------------11---------------1 Capacity Module: Cnflict Vol: 1955 = 515 xxx.:x: xxxx xxxxx xxxx xxxx xxxxx 1155 xxxx xxx.:x:x Potent Cap,: 57 xxxx 510 xxxx xxxx xxxxx xxxx xxxx xxxxx 612 xxxx xxxxx Move Cap.: 47 xxxx 510 xxxx xxxx xxxxx xxxx xxxx xxxxx 612 xxxx xxxxx Volume/Cap: 2.70 xxxx 0.42 xxxx xxxx xxxx xxxx xxxx xxxx 0.24 xxxx xxxx ---~-------- 1---------------11---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx }{){XXX xxxxx xxxx xxxxx 0.9 xxxx xxxxx Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 12.7 xxx.:x: xxxxx LOS by Move: * * * * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 109 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx 32. 6 xxxxx xxxxx xxxx xxxxx xxxxx xxx.:x: xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx 1035 xxxxx xxxxx xxxx xxxxx xxxxx =xx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 1035.0 xxxxxx xxxxxx xxxxxx ApproachLOS: F * * * Traffix 7.G.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F -296 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 51-1 ----~----------~-----------------~~------------------~---~------~--- ----- ------ City of San Bernardino General Plan Existing Conditions PM Peak -----------~------------~~---_._-----------------~~~--~------------------------~- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Mount Vernon Avenue @ Mill Street ******************************************************************************** cycle (sec): 100 eritical Vol./Cap. (X): 0.667 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 31. 7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1--------------- 1 eontrol: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 200 727 183 116 566 89 90 522 143 190 524 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 727 183 116 566 89 90 522 143 190 524 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 211 765 193 122 596 94 95 549 151 200 552 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 765 193 122 596 94 95 549 151 200 552 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 211 765 193 122 596 94 95 549 151 200 552 166 ------------1---------------1 1---------------1 1--------------- 11---------------[ Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.73 0.27 1.00 1.57 0.43 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3111 489 1800 2826 774 1800 3600 1800 ------------1---------------1 1---------------1 1---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.12 0.21 0.11 0.07 0.19 0.19 0.05 0.19 0.19 0.11 0.15 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.36 0.36 0.10 0.29 0.29 0.10 0.29 0.29 0.17 0.36 0.36 Volume/Cap: 0.67 0.59 0.30 0.68 0.67 0.67 0.53 0.67 0.67 0.67 0.43 0.26 Delay/Veh: 43.9 26.5 23.0 53.4 33.1 33.1 45.6 32.8 32.8 44.7 24.6 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.9 26.5 23.0 53.4 33.1 33.1 45.6 32.8 32.8 44.7 24.6 22.9 HCM2kAvg: 7 10 4 5 10 10 4 10 10 7 7 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling AssoC. Licensed to TRANSTECH, WALNUT, CA F -297 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 52-1 ----------~------------------------------------ -------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak ---~-------------~---- ----------~--~-----------------~~-------- -------------- Level Of Service computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************-************************************ Intersection #51 Mountain View Ave @ San Bernardino Ave ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.360 Loss Time (see): 0 (Y+R '" 4 sec) Average Delay (sec/veld: ;;JO. 2 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Street Name: Mountain View Ave San Bernardino Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------[---------------1 I----------------! 1---------------1 1---------------[ Control: Stop Sign Stop Sign Stop Sign Stop sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------1 I---------------! 1---------------1 1--------------1 Volume Module: Existing PM Peak Base Vol: 175 23 66 37 80 9 17 680 522 46 174 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 Initial Bse: 175 23 66 37 80 9 17 680 522 46 174 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0_95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 184 24 69 39 84 9 18 716 549 48 183 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 24 69 39 84 9 18 716 549 48 183 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 184 24 69 39 84 9 18 716 549 48 183 12 -- ---------1---------------1 1---------------[ 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.88 0.12 1.00 0.32 0.68 1.00 1.00 1.00 1.00 0.40 1.51 0.09 Final Sat.: 386 51 504 137 296 480 478 526 585 183 707 45 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.48 0.48 0.14 0.28 0.28 0.02 0.04 1.36 0.94 0.26 0.26 0.26 erit Moves: **** **** **** **** Delay/veh: 17.9 17.9 10.8 14.0 14.0 10.1 10.3 194 47.5 13.0 12.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.9 17_9 10.8 14.0 14.0 10.1 10.3 194 47.5 13.0 12.8 LOS by Move: C C B B B B B F EBB ApproachDel: 16_1 13.7 128.8 12.8 Delay Adj: 1. 00 1. 00 1.00 1. 00 ApprAdjDel: 16.1 13.7 128.8 12.8 LOS by Appr: C B F B ******************************************************************************** o 12.6 1. 00 12.6 E Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH. WALNUT, CA F-298 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 53-1 --------~------------~~----~-------------~-----------------------~---~--~----~--- City of San Bernardino General Plan Existing Conditions PM Peak ---------~------------------~~---------------~-~------------ -------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): no cri tical Vol./ eap. (x): 0 .679 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 27.5 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------] I-~-~-----------] 1--------------- 11--------------- 1 Control: permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------I-----------~---I 1---------------] 1------ ----I ]---------------1 Volume Module: Existing PM Peak Base Vol: 100 210 125 78 95 189 472 693 103 76 872 153 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 210 125 78 95 189 472 693 103 76 872 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 105 221 132 82 100 199 497 729 108 80 918 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 105 221 132 82 100 199 497 729 108 80 918 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 105 221 132 82 100 199 497 729 108 80 918 161 ------------1---------------1 I--~------------I 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 1800 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.07 0.05 0.06 0.11 0.28 0.20 0.06 0.04 0.25 0.09 Crit Moves: **** **** **** Green/Cycle: 0.16 0.16 0.16 0.16 0.16 0.16 0.41 0.69 0.69 0.09 0.38 0.38 Volume/Cap: 0.36 0.38 0.45 0.28 0.34 0.68 0.68 0.29 0.09 0.49 0.68 0.24 Delay/veh: 41.7 41.5 42.7 40.9 41.0 47.6 29.3 6.6 5.6 49.9 30.2 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 41.7 41.5 42.7 40.9 41.0 47.6 29.3 6.6 5.6 49.9 30.2 23.7 HCM2kAvg: 3 4 4 3 3 8 14 5 1 3 14 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -299 Existing eonditions Mon Sep 27, 2004 16:10:54 Page 54-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #53 State Street @ Hiyhland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 0.594 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec/veh): 9.3 Optimal Cycle: 27 Level Of Service: A ******************************************************************************** Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R - ----------1---------------1 1---------------1 1--------- -- - 11---------------1 Control: permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. GreeD: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1- ------------1 Volume Module: Existing PM Peak Base Vol: 10 39 15 82 34 232 262 1486 21 32 1236 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 10 39 15 82 34 232 262 1486 21 32 1236 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 11 41 16 86 36 244 276 1564 22 34 1301 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 41 16 86 36 244 276 1564 22 34 1301 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 11 41 16 86 36 244 276 1564 22 34 1301 72 ------------1---------------1 1---------------1 1---------------1 1--------------- I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.31 1.22 0.47 0.71 0.29 1.00 1.00 2.00 1.00 1.00 2.00 1.00 pinal Sat.: 563 2194 844 1272 528 1800 1800 3600 1800 1800 3600 1800 -----------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.07 0.07 0.14 0.15 0.43 0.01 0.02 0.36 0.04 Crit Moves: **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.73 0.73 0.73 0.73 0.73 0.73 Volume/Cap: 0.08 0.08 0.08 0.30 0.30 0.59 0.21 0.59 0.02 0.03 0.49 0.05 Delay/Veh: 30.4 30.4 30.4 32.1 32.1 36.0 4.3 6.7 3.7 3.7 5.8 3.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 30.4 30.4 32.1 32.1 36.0 4.3 6.7 3.7 3.7 5.8 3.8 HCM2kAvg: 1 1 1 3 3 7 3 12 0 0 9 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-300 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 55-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base volume Alternative) ******************************************************************************** Intersection #54 Tippecanoe Ave @ Hospitality Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.621 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 25.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Approach: Movement: Tippecanoe Avenue Hospitality Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11------------ --11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ----..-------I---------------II---------------J 1-----.. .--------11---------------1 Volume Module: Existing PM peak Base Vol: 483 805 57 22 985 164 247 88 374 45 57 15 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 483 805 57 22 985 164 247 88 374 45 57 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 508 847 60 23 1037 173 260 93 394 47 60 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 508 847 60 23 1037 173 260 93 394 47 60 16 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 508 847 60 23 1037 173 260 93 394 47 60 16 ------------1---7-----------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.80 0.20 1.00 2.57 0.43 1,00 1.00 1.00 0.44 0.56 1.00 Final Sat.: 3600 5043 357 1800 4629 771 1800 1800 1800 794 1006 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.17 0.17 0.01 0.22 0.22 0.14 0,05 0.22 0.06 0.06 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.49 0.49 0.10 0.36 0.36 0.35 0.35 0.35 0.35 0.35 0.35 Volume/Cap: 0.62 0.34 0.34 0.13 0.62 0.62 0.41 0.15 0.62 0.17 0.17 0.02 Delay/Veh: 36.2 15.8 15.8 41.4 27.0 27.0 25.0 22.2 28.8 22.4 22.4 21.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.2 15.8 15.8 41.4 27.0 27.0 25.0 22.2 28.8 22.4 22.4 21.2 HCM2kAvg: 8 6 6 1 11 11 6 2 11 2 2 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -301 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 56-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #55 Tippecanoe Ave @ San Bernardino Ave *********************~*****************************k**************************** Cycle (sec): 120 Critical Vol./eap. (Xl: 0.828 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 42.1 Optimal Cycle: 76 Level Of Service: D ******************************************************************************** Street Name: Tippecanoe Avenue San Bernardino Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R I. T R L T R ------------1---------------1 1---------------11--------------- 11---------------1 Control: Prot+Permit prot+permit Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------ 1---------------11---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 76 813 140 361 916 43 195 732 203 86 169 275 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 76 813 140 361 916 43 195 732 203 86 169 275 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 80 856 147 380 964 45 205 771 214 91 178 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduc~d Vol: 80 856 147 380 964 45 205 771 214 91 178 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 80 856 147 380 964 45 205 771 214 91 178 289 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.57 0.43 1.00 1.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 2818 782 1800 1800 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.04 0.24 0.08 0.21 0.27 0.03 0.11 0.27 0.27 0.05 0.10 0.16 Crit Moves: **** Green/Cycle: 0.08 0.28 Volume/Cap: 0.53 0.85 Delay/veh: 56.4 47.8 User DelAdj: 1.00 1.00 AdjDel/Veh: 56.4 47.8 HCM2kAvg: 4 17 **** **** **** 0.28 0.29 34.2 1. 00 34.2 4 0.25 0.85 57.2 1. 00 57.2 16 0.44 0.60 25.9 1. 00 25.9 14 0.44 0.06 19.0 1. 00 19.0 1 0.17 0.68 53.0 1. 00 53.0 8 0.32 0.85 44.1 1. 00 44.1 19 0.32 0.85 44.1 1. 00 44.1 20 0.08 0.60 59.9 1.00 59.9 4 0.24 0.42 39.0 1. 00 39.0 6 0.24 0.68 44.4 1. 00 44.4 11 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -302 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 57-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #56 pepper Avenue @ Valley Boulevard ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.755 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 31.7 Optimal Cyele: 50 Level Of Service: C ******************************************************************************** Street Name: Pepper Avenue Valley Boulevard Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------1 1--- ----------11---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 0 1 0 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 250 926 114 39 BOB 116 91 357 270 80 336 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 250 926 114 39 808 116 91 357 270 80 33G 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 263 975 120 41 851 122 96 376 284 84 354 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 263 975 120 41 851 122 96 376 284 84 354 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 263 975 120 41 851 122 96 376 284 84 354 127 -------~~-~-I---------------I 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane; 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.78 0.22 0.09 1.91 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3205 395 166 3434 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 I~--------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.30 0.30 0.25 0.25 0.07 0.05 0.10 0.16 0.05 0.10 0.07 Crit Moves: **** Green/Cycle: 0.40 0.40 VOlume/Cap: 0.36 0.75 Delay/Veh: 20.9 27.5 User DelAdj: 1.00 1.00 AdjDel/Veh: 20.9 27.5 HCM2kAvg: 6 16 **** **** 0.40 0.75 27.5 1. 00 27.5 16 0.33 0.75 32.8 1. 00 32.8 14 0.33 0.75 32.8 1.00 32.8 14 0.33 0.21 24.4 1. 00 24.4 3 0.21 0.25 33.4 1. 00 33.4 3 0.21 0.50 35.4 1. 00 35.4 6 0.21 0.75 45.6 1. 00 45.6 10 0.21 0.22 33.1 1. 00 33.1 2 0.21 0.47 35.1 1. 00 35.1 5 0.21 0.34 34.2 1. 00 34.2 4 *********************~********************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assuc. Licensed to TRANSTECH, WALNUT, CA F -303 Existing Conditions Man Sep 27, 2004 16:10:54 page 58-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #57 Lena Road @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.206 Loss Time (see): 1 (Y+R = 3 see) Average Delay (sec/vehl: 18.0 Optimal Cycle: 34 Level Of Service; B ******************************************************************************** Street Name: L~na Road Mill Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------ -----1---------------1 1---------------1 1---------------1 1--------------.-1 Volume Module: Existing PM Peak Base Vol: 0 0 0 119 0 185 105 492 0 0 299 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 119 0 185 105 492 0 0 299 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 125 0 195 111 518 0 0 315 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 125 0 195 111 518 0 0 315 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 125 0 195 111 518 0 0 315 46 ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.62 0.38 Final Sat.: 0 0 0 1800 0 3600 1800 3600 0 0 4707 693 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.05 0.06 0.14 0.00 0.00 0.07 0.07 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** **** **** 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.34 0.21 23.7 1. 00 23.7 3 0.00 0.00 0.0 1. 00 0.0 o 0.34 0.16 23.3 1.00 23.3 2 0.30 0.21 26.4 1. 00 26.4 3 0.62 0.23 8.4 1. 00 8.4 3 0.00 0,00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.32 0.21 24.5 1. 00 24.5 3 0.32 0.21 24.5 1. 00 24.5 3 ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-304 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 59-1 city of San Bernardino General Plan Existing Conditions PM Peak Level Of service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #58 Waterman Avenu~ @ Barton Road ******************************************************************************** Cycle (see): 100 Critical vol./Cap. (X): 0.944 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (se~/veh): 40.3 Optimal Cycle: 128 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--- ------------11---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 11 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1- --------1 Volume Module: Existing PM Peak Base Vol: 13 36 3 438 11 509 434 748 19 12 1099 575 Growth Adj: 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 36 3 43~ 11 509 434 748 19 12 1099 575 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 14 38 3 461 12 536 457 787 20 13 1157 605 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 38 3 461 12 536 457 787 20 13 1157 605 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 14 38 3 461 12 536 457 787 20 13 1157 605 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.25 0.69 0.06 1.95 0.05 1.00 1.00 1.95 0.05 1.00 2.00 1.00 Final Sat.: 450 1246 104 3512 88 1800 1800 3511 89 1800 3600 1800 ------------1---------------1 1---------------1 1--------------- 11---------------1 capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.13 0.13 0.30 0.25 0.22 0.22 0.01 0.32 0.34 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh: User DelAdj : AdjDel/Veh: HCM2kAvg: **** **** **** 0.32 0.10 24.3 1. 00 24.3 1 0.32 0.10 24.3 1. 00 24.3 1 0.32 0.10 24.3 1. 00 24.3 1 0.32 0.42 27.2 1.00 27.2 6 0.32 0.42 27.2 1. 00 27.2 6 0.32 0.94 58.1 1. 00 58.1 21 0.27 0.94 63.3 1. 00 63.3 18 0.52 0.43 14.7 1. 00 14.7 8 0.52 0.43 14.7 1. 00 14.7 8 0.10 0.07 41.0 1. 00 41.0 o 0.36 0.90 39.6 1. 00 39.6 21 0.36 0.94 54.0 1. 00 54.0 23 ***************************************************************~**************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -305 Existing Conditions Mon Sep 27r 2004 16:10:54 page 60-1 City ot San Bernar.dino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #59 Boulder Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical vol./Cap. (X): 0.490 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 34.6 Optimal Cycle: 48 Level Of Service: C *************~*****************~************************************************ Street Name: Boulder Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11--------------- 11---------------1 Control, Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 ] 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ---- -------1---------------1 1---------------11---------------11--------------- 1 Volume Module: Existing PM Peak Base Vol: 271 159 ]29 291 185 108 90 386 225 122 393 313 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 271 159 129 291 185 108 90 386 225 122 393 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj; 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 285 167 136 306 195 114 95 406 237 128 414 329 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 167 136 306 195 114 95 406 237 128 414 329 PCE Adj: 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 285 167 136 306 195 114 95 406 237 128 414 329 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.10 0.90 1.00 1.26 0.74 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 1988 1612 1800 2273 1327 1800 3600 1800 1800 3600 1800 ------------1----- ---------11---------------1 1---------------1 1--------------- 1 Capacity Analysis Module: Vol/Sat: 0.16 0.08 0.08 0.17 0.09 0.09 0.05 0.11 0.13 0.07 0.11 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.34 0.17 0.17 0.35 0.18 0.18 0.08 0.27 0.27 0.15 0.33 0.68 Volume/Cap: 0.47 0.49 0.49 0.49 0.47 0.47 0.63 0.42 0.49 0.49 0.35 0.27 Delayjveh: 31.9 45.5 45.5 31.4 44.4 44.4 61.6 36.5 37.8 48.6 30.5 7.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.9 45.5 45.5 31.4 44.4 44.4 61.6 36.5 37.8 48.6 30.5 7.7 HCM2kAvg: 8 6 5 9 5 5 4 6 8 5 6 5 *****~************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -306 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 61-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road ***************************************************************~**************** Cycle (sec): 120 Critical Vol./Cap. (Xl: 0.652 Loss Time (secl: 8 (Y+R = 3 sec) Average Delay (sec/veh): 35.7 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: [. T R L T R L T R L T R ------------1 ---------------11---------------11-------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ 1--- -----------11---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 138 1018 81 138 1123 84 198 597 177 43 237 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 138 1018 81 138 1123 84 198 597 177 43 237 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 145 1072 85 145 1182 88 208 628 186 45 249 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 145 1072 85 145 1182 88 208 628 186 45 249 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 145 1072 85 145 1182 88 208 628 186 45 249 46 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.30 0.05 0.08 0.33 0.05 0.12 0.17 0.10 0.03 0.07 0.03 Crit Moves: **** **** **** **** Green/CYCle: 0.12 0.51 0.51 0.08 0.48 0.48 0.25 0.25 0.25 0.08 0.08 0.08 Volume/Cap: 0.69 0.58 0.09 0.97 0.69 0.10 0.46 0.69 0.41 0.30 0.83 0.31 Delay/Veh: 59.9 20.8 15.0 118.6 25.5 17.2 38.5 42.6 37.8 52.9 71.7 52.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.9 20.8 15.0 118.6 25.5 17.2 38.5 42.6 37.8 52.9 71.7 52.9 HCM2kAvg: 6 14 2 9 17 2 7 11 G 2 7 2 ******************************************************************************** Traffix 7.6.0715 eel 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -307 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 62-1 ----------------- - ------------------------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak --~-~---------------~~---- --------------------------~---~---------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street *****************************************************k************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.469 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 31.1 Optimal Cycle: 48 Level Of. Service: C ******************************************************************************** Street Name: Del Rosa Avenue Third Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------1---------------11---------------1 1---------- ~---I 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 ------------1---------------1 1---------------1 1---------------1 1----------- Volume Module: Existing PM Peak Base Vol: 12 140 284 16 79 50 114 758 20 69 255 16 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 140 284 16 79 50 114 758 20 69 255 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 147 299 17 83 53 120 798 21 73 268 17 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 147 299 17 83 53 120 798 21 73 268 17 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 147 299 17 83 53 120 798 21 73 268 17 ------------1--------------- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.22 0.78 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 1800 1800 1800 2205 1395 1800 3600 1800 1800 3600 1800 ------ -----1---------------11---------------1 i------------- -11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.08 0.17 0.01 0.04 0.04 0.07 0.22 0.01 0.04 0.07 0.01 Cr it Move s : * * * * * * * * * * * * * * * * Green/Cycle: 0.21 0.33 0.33 0.08 0.21 0.21 0.26 0.44 0.44 0.08 0.26 0.26 VOlume/Cap: 0.03 0.25 0.51 0.11 0.18 0.18 0.26 0.51 0.03 0.48 0.29 0.04 Delay/Veh: 38.1 29.5 32.9 51.2 39.4 39.4 35.4 24.6 19.2 55.0 35.6 33.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 38.1 29.5 32.9 51.2 39.4 39.4 35.4 24.6 19.2 55.0 35.6 33.1 HCM2kAvg: 0 4 9 1 2 2 4 11 0 3 4 0 ******************************************************************************** 10 1 ~_n I Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -308 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 63-1 ~~~~------------~-~-------------------------------~----------------------------- City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative] ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way **********************~********************************************************* Cycle (see): 100 Critical Vol./Cap. (x): 0.584 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 23.3 Optimal Cycle: 48 Level Of Service: C **********************~********************************************************* Street Name: Wa terman Avenue Vanderbil t Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R - - - - - - - - - - ~ - I - - - - -- - - - - - - - - - - I I - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - I Control: Protected Protected split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 1! 0 0 1 1 0 0 1 ------- ---1---------------11---------------11------ ---~----II---------------I Volume Module: Existing PM Peak Base Vol: 34 968 154 148 1336 16 15 2 17 122 2 252 Growth Adj: .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 968 154 148 1336 16 15 2 17 122 2 252 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 36 1019 162 156 1406 17 16 2 18 128 2 265 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1019 162 156 1406 17 16 2 18 128 2 265 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 36 1019 162 156 1406 17 16 2 18 128 2 265 ------~~----I---------------I 1---------------1 I----------~----I 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.96 0.04 0.44 0.06 0.50 1.97 0.03 1.00 Final Sat.: 1800 3600 1800 1800 5336 64 794 106 900 3542 58 1800 ------------I--~------------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: vol/sat: 0.02 0.28 0.09 0.09 0.26 0.26 0.02 0.02 0.02 0.04 0.04 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.45 0.45 0.14 0.49 0.49 0.10 0.10 0.10 0.23 0.23 0.23 volume/Cap: 0.20 0.63 0.20 0.63 0.54 0.54 0.20 0.20 0.20 0.16 0.16 0.63 Delay/Veh: 41.9 22.0 16.8 45.9 18.2 18.2 41.9 41.9 41.9 30.5 30.5 37.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 22.0 16.8 45.9 18.2 18.2 41.9 41.9 41.9 30.5 30.5 37.5 HCM2kAvg: 1 13 3 6 10 9 1 1 1 2 2 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling AssoC. Licensed to TRANSTECH, WALNUT, CA F-309 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 64-1 City of San Bernardino General plan Existing Conditions PM Peak Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #63 Del Rosa Avenue @ Date Street ******************************************************************************** Cycle (see): 11 0 Critical Vol./Cap. (X) ~ 0.527 Los~ Time (see): 6 (Y+R = 3 sec) Average Delay (see/veh): 23.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Del Rosa Avenue Date Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11----- ---- ----11---------------11---------------1 Control: prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---- ---------11---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 60 925 70 223 858 125 103 64 41 55 77 245 Growth Adj: 1.00 1.00 1.00 1.001.00 1..00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 60 925 70 223 858 125 103 64 41 55 77 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 63 974 74 235 903 132 108 67 43 58 81 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 974 74 235 903 132 108 67 43 58 81 258 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. ; 63 974 74 235 903 132 108 67 43 58 81 258 ------------1---------------11--------------- i 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.86 0.14 1.00 1.75 0.25 0.99 0.62 0.39 0.42 0.58 1.00 Final Sat.: 1800 3347 253 1800 3142 458 1783 1108 710 750 1050 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.29 0.13 0.29 0.29 0.06 0.06 0.06 0.08 0.08 0.14 Crit Moves: **** **** **** Green/Cycle: 0.09 0.49 0.49 0.22 0.61 0.61 0.24 0.24 0.24 0.24 0.24 0.24 Volume/Cap; 0.39 0.60 0.60 0.60 0.47 0.47 0.25 0.25 0.25 0.32 0.32 0.60 Delay/Veh: 48.6 21.0 21.0 41.2 11.6 11.6 34.0 34.0 34.0 34.6 34.6 38.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 48.6 21.0 21.0 41.2 11.6 11.6 34.0 34.0 34.0 34.6 34.6 38.6 HCM2kAvg: 2 13 13 8 9 10 3 3 3 4 4 8 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-310 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 65-1 --------------------------------~~-------- --------------------~-~-------------- City of San Bernardino General Plan Existing Conditions PM Peak ----~-~---------------------------------~~-------------------~~~------ ~--------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #64 Waterman Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical vol./Cap. (X): 0.650 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 39.2 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---~--------I---------------I 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1--------------- 11---------------11--------------- 11------------1 Volume Module; Existing PM Peak Base Vol; 306 660 232 163 387 97 151 648 247 151 632 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 660 232 163 387 97 151 648 247 151 G32 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 322 695 244 172 407 102 159 682 260 159 665 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 695 244 172 407 102 159 682 260 159 665 163 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 322 695 244 172 407 102 159 682 260 159 665 163 ------------1---------------1 1---------------1 1--------------- 11--------- -----1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.61 0.39 Final Sat.: 1800 3600 1800 1800 3600 1800 1800 3600 1800 1800 2891 709 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Val/Sat; 0.18 0.19 0.14 0.10 0.11 0.06 0.09 0.19 0.14 0.09 0.23 0.23 Crit Moves: **** **** **** **** Green/Cycle; 0.27 0.30 0.30 0.15 0.17 0.17 0.14 0.33 0.33 0.16 0.35 0.35 Volume/Cap: 0.66 0.65 0.46 0.65 0.66 0.33 0.65 0.57 0.43 0.57 0.65 0.65 Delay/veh: 42.1 38.2 34.9 53.9 49.0 44.3 55.2 33.5 31.6 49.6 33.7 33.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 42.1 38.2 34.9 53.9 49.0 44.3 55.2 33.5 31.6 49.6 33.7 33.7 HCM2kAvg: 11 12 7 7 8 3 7 11 7 6 13 13 ********************************************~*********************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-311 Existing conditions Mon Sep 27, 2004 16:10:54 Page 66-1 --------~~---- --------~~------------~~~------ -------------~~-~---------------- City of San Bernardino General Plan Existing Conditions PM Peak ----~~-----------~~~---------------~~----------------~~~~--~------~-------------- Level Of Service computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #65 E Street @ Orange Show Road ******************************************************************************** Cycle (see): 120 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 8 (Y +R = 3 see) Average Delay (sec/vt;h): 37.5 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: E Street Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1------------- -I Control: Protected Protected Protected Protected Rights: Include Ovl Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ I---~-----------I 1---------------1 1--------------- 11---------------1 Volume Module: Existing PM Peak Base vol: 456 578 127 174 432 343 604 745 244 146 626 154 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 456 578 127 174 432 343 604 745 244 146 626 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 480 608 134 183 455 361 636 784 257 154 659 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 480 608 134 183 455 361 636 784 257 154 659 162 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 480 608 134 183 455 361 636 784 257 154 659 162 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.64 0.36 2.00 2.00 1.00 2.00 1.51 0.49 2.00 2.00 1.00 Final Sat.: 3600 2951 649 3600 3600 1800 3600 2712 888 3600 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module; Vol/Sat: 0.13 0.21 0.21 0.05 0.13 0.20 0.18 0.29 0.29 0.04 0.18 0.09 Crit Moves: **** Green/Cycle; 0.21 0.32 VOlume/Cap: 0.65 0.65 Delay/Veh: 45.5 36.3 User DelAdj: 1.00 1.00 AdjDel/veh: 45.5 36.3 HCM2kAvg: 9 12 **** **** **** 0.32 0.65 36.3 1. 00 36.3 12 0.08 0.61 56.8 1. 00 56.8 4 0.20 0.65 46.5 1. 00 46.5 9 0.46 0.44 22.5 1.00 22.5 9 0.26 0.68 41.8 1. 00 41.8 11 0.45 0.65 26.7 1. 00 26.7 15 0.45 0.65 26.7 1. 00 26.7 15 0.08 0.51 54.2 1. 00 54.2 3 0.27 0.68 41.0 1. 00 41.0 12 0.35 0.25 27.8 1. 00 27.8 4 ******************************************************************************** Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANSTECH. WALNUT, CA F-312 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 67-1 ~-----------~~-----~-- ----------~~~-----------------~----~~--------~- city of San Bernardino General Plan Existing Conditions PM Peak -------~-~-------------~--~---------------------------~~~------------------------ Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #66 E Street @ 2nd Street ******************************************************************************** Cycle (see): 110 Critical voL/Cap. (X): 0.576 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 34.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: E Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1--------------- 1 1---------------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 152 443 138 40 332 154 111 409 54 90 919 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 443 138 40 332 154 111 409 54 90 919 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 160 466 145 42 349 162 117 431 57 95 967 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 466 145 42 349 162 117 431 57 95 967 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 466 145 42 349 162 117 431 57 95 967 40 ------------I---------------! 1---------------1 1---------------11-- ------- ----I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.77 0.23 1.00 2.88 0.12 Final Sat.: 1800 1800 1800 1800 3600 1800 1800 3180 420 1800 5186 214 ------------ 1---------------11---------------11--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.26 0.08 0.02 0.10 0.09 0.06 0.14 0.14 0.05 0.19 0.19 Crit Moves: **** Green/Cycle: 0.09 0.42 Volume/Cap: 0.98 0.61 Delay/veh: 113.4 26.0 User DelAdj: 1.00 1.00 AdjDel/veh: 113.4 26.0 HCM2kAvg: 9 13 **** **** **** 0.42 0.19 19.9 1. 00 19.9 3 0.09 0.26 47.4 1. 00 47.4 2 0.42 0.23 20.3 1. 00 20.3 4 0.53 0.17 13 .4 1.00 13 .4 3 o .ll 0.61 52.6 1. 00 52.6 5 0.32 0.42 29.6 1. 00 29.6 7 0.32 0.42 29.6 1. 00 29.6 7 0.09 0.58 53.1 1. 00 53.1 4 0.31 0.61 33.3 1. 00 33.3 10 0.31 0.61 33.3 1. 00 33.3 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-313 Existing Conditions Man Sep 27, 2004 16:10:54 Page 68-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service computation Report 2000 HCM Operations Method (Base volume Alternative) *********************~********************************************************** Intersection #67 State Street @ Baseline Street ******************************************************************************** Cycle (see): 100 Critical vol./Cap. (x): 0.335 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 5.5 Optimal eycle: 36 Level Of Service: A ******************************************************************************** Street Name: State Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------11 -------------1 Volume Module: Existing PM Peak Base Vol: 6 0 66 0 0 0 0 954 10 50 898 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 Initial Bse: 6 0 66 0 0 0 0 954 10 50 898 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 6 0 69 0 0 0 0 1004 11 53 945 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 6 0 69 0 0 0 0 1004 11 53 945 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 6 0 69 0 0 0 0 1004 11 53 945 0 ------------1---------------1 1---------------[ 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.98 0.02 1.00 2.00 0.00 Final Sat.: 1800 0 1800 0 0 0 0 3563 37 1800 3600 0 ------------I-------~~------I I---------~-----I 1---------------1 1---------------1 capacity Analysis Module: vol/Sat: 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.28 0.28 0.03 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.10 0.00 0.20 0.00 0.00 0.00 0.00 0.74 0.74 0.10 0.84 0.00 Volume/Cap: 0.04 0.00 0.19 0.00 0.00 0.00 0.00 0.38 0.38 0.29 0.31 0.00 Delay/veh: 40.7 0.0 33.5 0.0 0.0 0.0 0.0 4.8 4.8 42.6 1.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 0.0 33.5 0.0 0.0 0.0 0.0 4.8 4.8 42.6 1.8 0.0 HCM2kAvg: 0 0 2 0 0 0 0 6 6 2 3 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling ASsoC. Licensed to TRANSTECH, WALNUT, CA F -314 Existing Conditions Man Sep 27, 2004 16:10:54 Page 69-1 ----~---------------~~~---_._---~-----------------------~~~~-~------------------- City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Base Volume Alternative) *****************************************************************************j** Intersection #68 Kendall Drive ~ 40th Street *****************************************************************************~** Cycle (see): 120 Critical vol./eap. (Xl: 0.436 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 25.9 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------- - --11---------------11--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 3 453 5 290 434 159 141 21 6 15 36 368 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 453 5 290 434 159 141 21 6 15 36 368 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 3 477 5 305 457 167 148 22 6 16 38 387 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 477 5 305 457 167 148 22 6 16 38 387 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 3 477 5 305 457 167 148 22 6 16 38 387 ------------1-------- ------ 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 1.00 1.56 0.44 1.00 1.00 1.00 Final Sat.: 1800 3561 39 1800 3600 1800 1800 2800 800 1800 1800 1800 -- ---------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.17 0.13 0.09 0.08 0.01 0.01 0.01 0.02 0.22 Crit Moves: **** Green/Cycle: 0.08 0.29 VOlume/Cap: 0.02 0.45 Delay/Veh: 50.6 34.7 User DelAdj: 1.00 1.00 AdjDel/Veh: 50.6 34.7 HCM2kAvg: 0 7 **** **** **** 0.29 0.45 34.7 1. 00 34.7 8 0.37 0.45 28.9 1. 00 28.9 8 0.59 0.22 11- 9 1. 00 11.9 4 0.59 0.16 11.5 1. 00 11.5 3 0.18 0.45 44.8 1. 00 44.8 5 0.13 0.06 45.6 1. 00 45.6 o 0.13 0.06 45.6 1. 00 45.6 o 0.13 0.07 45.7 1. 00 45.7 1 0.08 0.25 S1. 6 1. 00 51. 6 2 0.46 0.47 22.9 1. 00 22.9 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed tu TRANSTECH, WALNUT, CA F-315 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 70-1 city of San Bernardino General Plan Existing eonditions PM Peak Level Of Service eomputation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #69 Mount Vernon Avenue @ Baseline Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.532 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 23.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------------------------1 I-------~------- 11-------- ---- 11---------------1 Control: Permitted Permitted Protected Proteeted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1-- - ---------11--------------- i 1--------------- i 1---------------1 Volume Module: Existing PM Peak Base Vol, 170 615 118 105 330 65 74 652 132 126 727 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 615 118 105 330 65 74 652 132 126 727 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 179 647 124 111 347 68 78 686 139 133 765 107 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 647 124 111 347 68 78 686 139 133 765 107 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 179 647 124 III 347 68 78 686 139 133 765 107 --------~---I---------------I 1---------------1 1---------------1 1--------------- 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.68 0.32 1.00 1.67 0.33 1.00 1.66 0.34 1.00 1.75 0.25 Final Sat.: 1800 3020 580 1800 3008 592 1800 2994 606 1800 3157 443 ------------1---------------1 1---------------1 1---------------1 1------- -------1 Capacity Analysis Module: Vol/Sat: 0.10 0.21 0.21 0.06 0.12 0.12 0.04 0.23 0.23 0.07 0.24 0.24 Crit Moves: **** **** **** Green/Cycle: 0.39 0.39 0.39 0.39 0.39 0.39 0.10 0.45 0.45 0.10 0.45 0.45 Volume/Cap: 0.25 0.54 0.54 0.16 0.29 0.29 0.43 0.51 0.51 0.74 0.54 0.54 Delay/Veh: 20.6 23.8 23.8 19.7 20.9 20.9 44.0 20.2 20.2 58.5 20.7 20.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 23.8 23.8 19.7 20.9 20.9 44.0 20.2 20.2 58.5 20.7 20.7 HCM2kAvg: 4 9 9 2 4 4 3 9 9 6 10 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-316 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 71-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #70 Water'man Avenue @ Mill Street ******************************************************************************** Cyele (see): 120 Critic<:Il Vol./Cap. (xl: 0.540 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 35.2 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1------ --------11---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected R'ights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1 --------------1 Volume Module, Existing PM Peak Base Vol: 105 907 98 111 884 201 225 372 131 205 340 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 105 907 98 III 884 201 225 372 131 205 340 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 111 955 103 117 931 212 237 392 138 216 358 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 955 103 117 931 212 237 392 138 216 358 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 111 955 103 117 931 212 237 392 138 216 358 106 ------------1---------------1 1---------------1 1----------- ---11----- ---------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.71 0.29 1.00 2.44 0.56 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 4873 527 1800 4400 1000 1800 3600 1800 1800 3600 1800 ------------1----------- ---11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.06 0.21 0.21 0.13 0.11 0.08 0.12 0.10 0.06 Crit Moves: **** Green/Cycle: 0.11 Volume/cap: 0.54 Delay/Veh: 53.1 User DelAdj: 1.00 AdjDel/Veh: 53.1 HCM2kAvg: 5 **** **** **** 0.42 0.46 25.1 1. 00 25.1 9 0.42 0.46 25.1 1. 00 25.1 9 0.08 0.78 76.4 1. 00 76.4 6 0.39 0.54 28.4 1. 00 28.4 11 0.39 0.54 28.4 1.00 28.4 11 0.24 0.54 40.9 1. 00 40.9 8 0.20 0.53 43.5 1. 00 43.5 7 0.20 0.38 41. 9 1.00 41.9 5 0.22 0.53 42.4 1. 00 42.4 7 0.18 0.54 45.2 1. 00 45.2 7 0.18 0.32 43.0 1. 00 43.0 4 ***********************************~******************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-317 Existing Conditions Mon Sep 27, 2004 16:10:54 Page 72-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Methou (Base volume Alternative) ******************************************************************************** Intersection #71 E Street @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 0.552 Loss Time (se~): 4 (Y+R = 3 see) Average Delay (sec/veh): 12.6 Optimal Cycle: 25 Level of Service: B **********************k********************************************************* Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I----~----------I 1---------------1 1--------------- 1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ----~-------I- -------------11---------------11---------------11- - ----------1 Volume Module: Existing PM Peak Base Vol: 99 1381 95 82 279 307 184 170 21 16 292 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 1381 95 82 279 307 184 170 21 16 292 97 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 104 1454 100 86 294 323 194 179 22 17 307 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 104 1454 100 86 294 323 194 179 22 17 307 102 PCE Adj: 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 Final Vol.: 104 1454 100 86 294 323 194 179 22 17 307 102 ---------- -1---------------11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.87 0.13 1.00 1.00 1.00 1.00 1.78 0.22 1.00 2.00 1.00 Final Sat.: 1800 3368 232 1800 1800 1800 1800 3204 396 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.43 0.43 0.05 0.16 0.18 0.11 0.06 0.06 0.01 0.09 0.06 Crit Moves: **** Green/Cycle: 0.77 0_77 Volume/Cap: 0.08 0.56 Delay/Veh: 2.9 5_0 User DelAdj: 1.00 1.00 AdjDel/Veh: 2.9 5.0 HCM2kAvg; 1 10 **** 0.77 0.56 5.0 1. 00 5.0 10 0.77 0.06 2.8 1.00 2.8 1 0.77 0.21 3.2 1. 00 3.2 3 0.77 0.23 3.3 1. 00 3.3 3 0.19 0.56 38.7 1. 00 38.7 6 0.19 0.29 34.8 1. 00 34.8 3 0.19 0.29 34.8 1. 00 34.8 3 0.19 0.05 33.0 1. 00 33.0 o 0.19 0.45 36.2 1. 00 36.2 5 0_19 0.30 35.1 1. 00 35.1 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling AssoC_ Licensed to TRANSTECH, WALNUT, CA F -318 Existing Conditions Man Sep 27, 2004 16:10:54 City of San Bernardino General Plan Existing Conditions PM Peak Page 73-1 Level of Serviee computation Report 2000 HCM unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #72 Ohio Avenue @ Palm Avenue ******************************************************************************** Average Delay (~e~/veh): 7.6 Worst Case Level Of Service: A[ 9.6] ******************************************************************************** Street Name: Ohio Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: Existing PM Peak Base Vol: 14 8 0 4 6 15 26 34 39 4 31 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse; 14 8 0 4 6 15 26 34 39 4 31 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHFVolume: 15 8 0 4 6 16 2736 41 433 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 15 8 0 4 6 16 27 36 41 4 33 1 ------------1---------------1 1---------------11---------------11---------------1 Critical Gap Module: Critical Gp; 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 FollowupTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 22 xxxx xxxxx 8 xxxx xxxxx 69 53 6 99 68 8 Potent Cap.: 1606 xxxx xxxxx 1625 xxxx xxxxx 927 843 1082 888 826 1079 Move Cap.; 160G xxxx xxxxx 1625 xxxx xxxxx 890 833 1082 818 816 1079 Volume/Cap: 0.01 xxxx xxxx 0.00 xxxx xxxx 0.03 0.04 0.04 0.01 0.04 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of service Module: Queue: 0.0 xxxx xxxxx Stopped Del: 7.3 xxxx xxxxx LOS by Move: A * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx Shrd StpDel: 7.3 xxxx xxxxx Shared LOS: A * * ApproachDel: xxxxxx ApproachLOS: * o . 0 xxxx xxxxx xxxxx xxxx 0 . 1 7.2 xxxx xxxxx xxxxx xxxx 8.5 A * * * * A LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx 857 xxxx xxxxx o . 0 xxxx xxxxx 0 . 2 xxxx xxxxx 7 . 2 xxxx xxxxx 9 . 5 xxxx xxxxx A * * A * * xxxxxx * 9.1 A xxxxx xxxx 0.0 xxxxx xxxx 8.3 * * A LT - LTR - RT 817 xxxx xxxxx o . 1 xxxx xxxxx 9 . 6 xxxx xxxxx A * * 9.6 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH{ WALNUT, CA F-319 Existing eonditions Mon Sep 27, 2004 16:10:54 Page 74-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) *******************************************************************************~ Intersection #73 Victoria Avenue @ Highland Avenue **************************~***************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.683 Loss Time (see): 8 (Y+R = 4 see) Average Delay (sec/veh): 39.9 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Victoria Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-------------- 11---------------11--------------- 11---------------1 Control: Protected Protected Protected proteeted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 11 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 210 162 63 131 114 249 301 608 147 76 660 144 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 162 63 131 114 249 301 608 147 76 660 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 221 171 66 138 120 262 317 640 155 80 695 152 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 221 171 66 138 120 262 317 640 155 80 695 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 221 171 66 138 120 262 317 640 155 80 695 152 ------------1---------------1 I---------------! 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 xxxx 1.00 1.00 1.61 0.39 1.00 2.00 1.00 Final Sat.: 1800 1800 1800 1800 xxxx 1800 1800 2899 701 1800 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------[ Capacity Analysis Module: Vol/Sat: 0.12 0.09 0.04 0.08 0.01 0.15 0.18 0.22 0.22 0.04 0.19 0.08 Crit Moves: * *** ** * * * * ** **** Green/Cycle: 0.18 0.31 0.31 0.08 0.21 0.21 0.26 0.46 0.46 0.08 0.28 0.28 Volume/Cap: 0.68 0.31 0.12 0.92 0.03 0.68 0.68 0.48 0.48 0.53 0.68 0.30 Delay/Veh: 51.9 31.9 29.8 104.7 37.4 48.5 44.3 22.9 22.9 56.4 40.2 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.9 31.9 29.8 104.7 37.4 48.5 44.3 22.9 22.9 56.4 40.2 34.1 HCM2kAvg: 9 5 2 8 0 10 11 10 10 4 12 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-320 Existing Conditions Man Sep 27, 2004 16:10:54 page 75-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) *******************************~************************************************ Intersection #74 Palm Avenue @ Highland Avenue ****************************************************k*************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.520 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh); 32.4 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Volume Module: Existing PM Peak Base Vol: 202 116 247 56 75 77 68 689 172 182 647 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 116 247 56 75 77 68 689 172 182 647 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 213 122 260 59 79 81 72 725 181 192 681 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 122 260 59 79 81 72 725 181 192 681 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Ad j : 1. 00 1. 0 0 1. 00 1. 0 0 1. 00 1. 00 1. 0 0 1. 00 1. 00 1. 00 1. 0 0 1. 00 Final Vol.: 213 122 260 59 79 81 72 725 181 192 681 76 ------------1---------------1 I---~-----------I 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.49 0.51 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 1800 1800 1800 888 912 1800 3600 1800 1800 3600 1800 ------------1---------------1 1---------------1 1--------------- 11------------ --I Capacity Analysis Module: vol/Sat: 0.06 0.07 0.14 0.03 0.09 0.09 0.04 0.20 0.10 0.11 0.19 0.04 Crit Moves: **** **** Green/Cycle: 0.08 0.27 0.27 Volume/Cap: 0.71 0.25 0.53 Delay/Veh: 61.2 34.4 38.4 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 61.2 34.4 38.4 HCM2kAvg: 5 4 8 **** **** 0.08 0.39 53.8 1. 00 53.8 2 0.27 0.33 35.4 1. 00 35.4 5 0.27 0.33 35.4 1. 00 35.4 0.08 0.48 54.9 1. 00 54.9 3 0.38 0.53 29.4 1. 00 29.4 11 0.38 0.27 26.0 1. 00 26.0 5 0.20 0.53 44.5 1. 00 44.5 7 0.50 0.38 19.0 1. 00 19.0 8 0.50 0.09 16.0 1. 00 16.0 1 5 **********************~********************************************************* F -321 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Mon Sep 27, 2004 16:10:54 page 76-1 -~-----------~~------------------~~-----------~- ------------------------~~ City of San Bernardino General Plan Existing Conditions PM Peak -----------------------~--------------------------------~~~--~------------------ Level Of Service Computation Report 2000 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #75 SR-30 EB Ramps @ Highland Avenue ******************************************************************************** Cycle (see): no Critical VOl./Cap. (X): 0.464 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: SR-30 EB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- II ----- ---------1 Control: split Phase split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 ------------1----------------[ 1---------------1 1---------------1 1---------------1 Volume Module: >> Count Date: 1 Jan 2003 << Existing PM Peak Base Vol: 0 0 0 747 0 151 0 781 0 0 599 0 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1_00 1.00 1.00 Initial Bse: 0 0 0 747 0 151 0 781 0 0 599 0 User Adj: 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1_00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.Y50.95 0_95 PHF Volume: 0 0 0 786 0 159 0 822 0 0 631 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 786 0 159 0 822 0 0 631 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 Final Vol.: 0 0 0 786 0 159 0 822 0 0 631 0 ------------1---------------1 1---------------1 1---------------[ 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0_00 Final Sat.: 0 0 0 3600 0 3600 0 3600 0 0 3600 0 ------------1---------------1 1---------------1 1---------------1 1------------- -I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.22 0.00 0.04 0.00 0.23 0.00 0.00 0.18 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.49 0.00 0.00 0.49 0.00 Volume/Cap: 0.00 0.00 0_00 0.46 0.00 0.09 0.00 0.46 0.00 0.00 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 19.9 0.0 16.1 0.0 18.5 0.0 0.0 17.3 0_0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 19.9 0.0 16.1 0.0 18.5 0.0 0.0 17.3 0.0 HCM2kAvg: 0 0 0 9 0 1 0 9 0 0 6 0 **********************************************************~********************* F -322 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Mon Sep 27, 2004 16:10:54 Page 78-1 -----------------------------~~------------------------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak -----------~------ ---------------------------~~----------- -------------------- Level Of Service computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #77 Arden Avenue @ Highland Avenue **********************~********************************************************* Cycle (sec): 120 Critical vol./Cap. (xl: 0.633 Loss Time (sec): 10 (Y+R = 3 sec) Average Delay (sec/veh): 34.2 Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Street Name: Arden Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I-------------~-I 1---------------1 1---------------1 1---------- -- -I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------11---------------1 1------ -------- 11---------------1 Volume Module: Existing PM Peak Base Vol: 147 82 31 63 172 256 263 889 430 133 1197 177 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 147 82 31 63 172 256 263 889 430 133 1197 177 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 155 86 33 66 181 269 277 936 453 140 1260 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 86 33 66 181 269 277 936 453 140 1260 186 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 155 86 33 66 181 269 277 936 453 140 1260 186 ------------1---------- ----11---------------11--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.45 0.55 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.61 0.39 Final Sat.: 1800 2612 988 1800 1800 1800 3600 3600 1800 1800 4704 696 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.03 0.03 0.04 0.10 0.15 0.08 0.26 0.25 0.08 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.19 0.19 0.19 0.24 0.24 0.12 0.46 0.46 0.08 0.42 0.42 volume/Cap: 0.63 0.18 0.18 0.20 0.43 0.63 0.63 0.56 0.55 0.93 0.63 0.63 Delay/veh: 54.4 41.2 41.2 41.6 39.2 43.0 53.2 24.0 24.0 108.4 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 54.4 41.2 41.2 41.6 39.2 43.0 53.2 24.0 24.0 108.4 27.9 27.9 HCM2kAvg: 6 2 2 2 6 10 6 13 12 8 14 14 ******************************************************************************** F-324 Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Mon Sep 27, 2004 16:10:54 Page 79-1 --------~~-~------------~------------~~~------ --------------------------------- City of San Bernardino General Plan Existing Conditions PM Peak ----------------~-----------~--~-----------------~------------------------------ Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #78 Arden Avenue M SR-30 WB Ramps ******************************************************************************** Average Delay (sec/vehl: 0.0 Worst Case Level Of Service: A[ o.OJ ******************************************************************************** Street Name: Arden Avenue SR-30 WE Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights; Include Include Include Include Lanes; 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 volume Module: Existiny PM Peak Base vol: 0 0 0 0 0 0 0 15B1 0 0 651 961 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 15Bl 0 0 651 961 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 0 0 0 0 1664 0 0 685 1012 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 0 0 0 0 1664 0 0 685 1012 ------------1- -------------11---------------1 1---------------1 1---------------1 eritical Gap Module: critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1-------------- 11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx = Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue; xxxxx xxxx xxxxx xxxxx xxxx xxxxx = xxxx xxxxx xxxxx xxxx xxxxx Stopped Del; xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * F-325 Traffix 7.6.0715 (C) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Mon Sep 27, 2004 16:10:54 Page 80-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 BB Ranvs ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 0.345 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh); 14.2 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Arden Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R I, T R ---------------------------1 I-~------------- 11--------------- 11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ----- 1---------------11---------------11--------------- II ---------------1 Volume Module: Existing PM Base Vol: 0 294 92 373 371 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 0 294 92 373 371 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 309 97 393 391 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 309 97 393 391 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 309 97 393 391 0 0 0 0 0 0 0 ----~-------I---------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.52 0.48 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.; 0 2742 858 1800 3600 0 0 0 0 0 0 0 ------------1--------------- 11---------------11--------------- 11---------------1 capacity Analysis Module; Vol/Sat: 0.00 0.11 0.11 0.22 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves; **** **** Green/cycle: 0.00 0.33 0.33 0.63 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/cap; 0.00 0.34 0.34 0.34 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Oelay/Veh: 0.0 25.7 25.7 8.8 7.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 25.7 25.7 8.8 7.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 5 5 6 2 0 0 0 0 0 0 0 ******************************************************************************** F -326 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Existing Conditions Mon Sep 27, 2004 16:10:54 Page 81-1 City of San Bernardino General Plan Existing Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Base Volume Alternative) ******************************************************************************** Intersection #80 I Street @ 2nd Street ******************************************************************************** eycle (sec): 100 Critical Vol./eap. (X): 0.221 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: I Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11-- --- ------1 Control: permitted Permitted Permitted PermItted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------I---------~-----I 1---------------1 1---------------1 1---------------1 Volume Module: Existing PM Peak Base Vol: 27 36 114 115 156 18 8 453 11 28 347 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 36 114 115 156 18 8 453 11 28 347 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 28 38 120 121 164 19 8 477 12 29 365 23 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 38 120 121 164 19 8 477 12 29 365 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 38 120 121 164 19 8 477 12 29 365 23 ------------I-------~-~-~---I 1 --------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.86 1.14 1.00 0.85 1.15 1.00 1.00 2.00 1.00 1.00 1.88 0.12 Final Sat.: 1543 2057 1800 1528 2072 1800 1800 3600 1800 1800 3385 215 ------------1---------------1 1---------------1 I-----~~-..----- 11---- - --------1 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.07 0.08 0.08 0.01 0,00 0.13 0.01 0.02 0.11 0.11 Crit Mov,=s: **** **** Green/Cycle: 0.36 0.36 0.36 0.36 0.36 0.36 0.60 0.60 0.60 0.60 0.60 0.60 Volume/Cap: 0.05 0.05 0.19 0.22 0.22 0.03 0.01 0.22 0.01 0.03 0.18 0.18 Delay/Veh: 20.9 20.9 22.1 22.4 22.4 20.8 8.0 9.2 8.0 8.1 9.0 9.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 20.9 22.1 22.4 22.4 20.8 8.0 9.2 8.0 8.1 9.0 9.0 HCM2kAvg: 1 1 3 3 3 0 0 3 0 0 3 3 ******************************************************************************** F-327 Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-328 General Plan Update: 2004 .INTERSEC. TION LOS . .. , . . CALCULATION..SHEETS . BUILD._.OUT: PM PEAK HOURS F-329 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 2-1 San Bernardino General Plan Update 2030 Conditions PM Peak Impact Analysis Report Level Of Serviee Intersection Base Del/ LOS Veh C 20.6 # 1 Pepper Avenue @ Rialto Avenue V/ C 0.728 # 2 Pepper Avenue @ Mill Street D 37.2 0.730 # 3 Meridian Avenue @ Rialto Avenu F 65.6 0.000 # 5 Northpark Boulevard @ Universi C 26.0 0.142 # 6 Kendall Drive @ University Par C 30.6 0.501 # 8 E Street @ Highland Avenue B 16.5 0.475 # 9 Hunts Lane @ E Street F OVRFL 0.000 # 11 Waterman Avenue @ Fifth Street D 40.2 0.811 # 12 E Street @ Baseline Street C 24.9 0.686 # 13 Arrowhead Avenue @ Baseline St B 16.5 0.531 # 14 Mount Vernon Avenue @ 2nd Stre C 31.2 0.682 # 15 Mount Vernon Avenue @ Rialto A B 17.0 0.502 # 17 Mount Vernon Avenue @ 5th Stre C 24.7 0.611 # 18 Waterman Avenue @ 30th Street F 96.5 1.180 # 19 Kendall Drive @ Palm Avenue B 17.7 0.072 # 20 Belmont Avenue @ Palm Avenue A 7.9 0.147 # 21 Sierra Way @ 30th Street B 17.6 0.764 # 22 Del Rosa Avenue @ Baseline Str C 33.0 0.823 # 23 Waterman Avenue @ SR-30 EB Ram F 127.9 1.288 # 24 Leroy/SR-30 WB On Ramp @ 30th B 17.5 0.594 # 25 SR-30 WB Off Ramp ~ 30th Stree F OVRFL 0.000 # 26 Del Rosa Avenue ~ Lynwood Driv B 12.7 0.612 # 27 Harrison Street ~ 40th Street F OVRFL 0.000 Future Dell v/ LOS Veh C C 20.6 0.728 Change in + 0.000 D/V D 37.2 0.730 + 0.000 D/V F 65.6 0.000 + 0.000 D/V C 26.0 0.142 + 0.000 D/V C 30.6 0.501 + 0.000 D/V B 16.5 0.475 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V D 40.2 0.811 + 0.000 D/V C 24.9 0.686 + 0.000 D/V B 16.5 0.531 + 0.000 D/V C 31.2 0.682 + 0.000 D/V B 17.0 0.502 + 0.000 D/V C 24.7 0.611 + 0.000 D/V F 96.5 1.180 + 0.000 O/V B 17.7 0.072 + O.OOC D/V A 7.9 0.147 + 0.000 v/C B 17.6 0.764 + 0.000 D/V C 33.0 0.823 + 0.000 D/V F 127.9 1.288 + 0.000 D/V B 17.5 0.594 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V B 12.7 0.612 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-330 >, ~/- " ~ , Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 2~2 San Bernardino General Plan Update 2030 Conditions PM Peak Intersection Base Del/ V/ LOS Veh C # 28 Sterling Avenue @ Highland Ave C 31.8 0.606 # 29 Waterman Avenue @ Marshall Bou A 5.0 0.633 # 30 Waterman Avenue @ 36th Street F 87.~ 0.000 # 31 Sterling Avenue ~ Lynwood Driv C 20.0 0.775 # 32 Sterling Avenue ~ Foothill Dri B 10.2 0.419 # 33 Del Rosa Avenue @ Foothill Dri C 17.5 0.000 # 34 30th Street @ Lynwood Drive B 11.5 0.000 # 35 Waterman Avenue @ 40th Street D 42.9 0.982 # 36 Waterman Avenue @ 34th Street F 110.6 0.000 # 37 Waterman Avenue @ parkdale Ave A ~.3 0.651 # 38 Valencia Avenue ~ 30th Street B 12.7 0.304 # 39 Valencia Avenue ~ 40th Street F 72.4 1.129 # 40 Del Rosa Avenue @ SR-30 EB Ram C 28.5 0.748 # 41 Del Rosa Avenue @ SR-30 WB Ram E 57.0 1.088 # 42 Sierra Way @ 40th Street C 34.6 0.920 # 43 Waterman Avenue @ Hospitality C 33.4 0.762 # 44 Hospitality Lane @ carnegie Dr C 30.7 0.649 # 45 Tippecanoe Avenue ~ Rialto Ave F 242.1 0.000 # 46 Tippecanoe Ave @ Harry Shepard B 11.6 0.683 # 47 Tippecanoe Avenue @ 3rd Street D 49.0 0.882 # 48 Tippecanoe Ave @ Mill Street B 19.5 0.747 # 49 Rancho Avenue @ 5th St/Foothil F OVRFL 0.000 # 50 Mount Vernon Avenue @ Mill Str D 35.1 0.799 # 51 Mountain View Ave @ San Bernar F 308.8 2.440 # 52 Mount Vernon Avenue @ Highland C 31.7 0.598 Future Del/ vi LOS Veh C C 31.8 0.606 Change in + 0.000 D/V A 5.0 0.633 + 0.000 D!V F 87.5 0.000 + 0.000 D/V C 20.0 0.775 + 0.000 v/C B 10.2 0.419 + 0.000 v/C C 17.5 0.000 + 0.000 D/V B 11.5 0.000 + 0.000 D/V D 42.9 0.982 + 0.000 D/V F 110.6 0.000 + 0.000 D/V A 5.3 0.651 + 0.000 D/V B 12.7 0.304 + 0.000 D/V F 72.4 1.129 + 0.000 V/C C 28.5 0.748 + 0.000 D/V E 57.0 1.088 + 0.000 D/V C 34.6 0.920 + 0.000 D/V C 33.4 0.762 + 0.000 D/V C 30.7 0.649 + 0.000 D/V F 242.1 0.000 + 0.000 D/V' B 11.6 0.683 + 0.000 D/V D 49.0 0.882 + O.UOO D/V B 19.5 0.747 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V D 35.1 0.799 + 0.000 D/V F 308.8 2.440 + 0.000 V/c Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA C 31.7 0.598 + 0.000 D/V F-331 , \ 'r ~'. ,... \' ! Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 2-3 San Bernardino General Plan Update 2030 Conditions PM Peak Intersection Base Del/ v/ LOS Veh C # 53 State Street @ Highland Avenue B 16.3 0.510 # 54 Tippecanoe Ave @ Hospitality L C 24.5 0.505 # 55 Tippecanoe Ave @ San Bernardin D 48.1 0.863 # 57 Lena Road @ Mill Street C 22.6 0.502 # 58 Waterman Avenue @ Barton Road C 31.7 0.972 # 59 Boulder Avenue @ Highland Aven C 29.3 0.658 # 60 Waterman Avenue @ Orange Show D 40.1 0.832 # 61 Del Rosa Avenue ~ Third Street 0 47.4 0.839 # 62 Waterman Avenue @ Vanderbilt W B 13.7 0.641 # 64 Waterman Avenue @ Highland Ave 0 40.0 0.707 # 65 E Street @ Orange Show Road D 49.7 0.945 # 6G E Street @ 2nd Street D 40.3 0.816 # 67 State Street @ Baseline Street B 19.2 0.560 # 68 Kendall Drive @ 40th Street B 18.2 0.542 # 69 Mount Vernon Avenue @ Baseline C 22.8 0.531 # 70 Waterman Avenue @ Mill Street D 47.2 0.889 # 71 E Street @ 30th Street B 14.8 0.754 # 72 Ohio Avenue @ Palm Avenue A 9.3 0.000 # 73 Victoria Avenue @ Highland Ave C 31.6 0.610 # 74 Palm Avenue @ Highland Avenue D 42.0 0.665 # 75 SR-30 EB Ramps @ Highland Aven C 20.8 0.625 # 76 SR-30 WE Ramps @ Highland Aven B 14.5 0.562 # 77 Arden Avenue @ Highland Avenue D 46.1 0.892 # 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 Future Dell V/ LOS Veh C Change in B 16.3 0.510 + 0.000 D/V C 24.5 0.505 + 0.000 D/V D 48.1 0.863 + 0.000 D/V C 22.6 0.502 + 0.000 O/v C 31.7 0.972 + 0.000 D/V C 29.3 0.658 + 0.000 D/v D 40.1 0.832 + 0.000 D/V D 47.4 0.839 + 0.000 D/V B 13.7 0.641 + 0.000 D/V D 40.0 0.707 + 0.000 D/V D 49.7 0.945 + 0.000 D/V D 40.3 0.816 + 0.000 D/V B 19.2 0.560 + 0.000 D/V B 18.2 0.542 + 0.000 D/V C 22.8 0.531 + 0.000 D/V D 47.2 0.889 + 0.000 D/V B 14.8 0.754 + 0.000 D/V A 9.3 0.000 + 0.000 DjV C 31.6 0.610 + 0.000 D/V D 42.0 0.665 + 0.000 DjV C 20.8 0.625 + 0.000 DjV B 14.5 0.562 + 0.000 D/V D 46.1 0.892 + 0.000 DjV A 0.0 0.000 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-332 Future Base with Project CoWed Dee 22, 2004 09;13:43 San Bernardino General Plan update 2030 Conditions PM Peak Intersection Base Del/ V/ LOS Veh C B 18.2 0.583 # 79 Arden Avenue @ SR-30 EB Ramps Future Del/ V/ LOS Veh C B 18.2 0.583 Page 2-4 Change in + 0.000 D/V Tra[fix 7.6.0715 {el 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -333 Future Base with Project CoWed Dec 22, 2004 09;13:43 Page 3-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Futm:e Volume Alternative) ******************************************************************************** Intersection #1 Pepper Avenue @ Rialto Avenue ***~~*************************************************************************** Cycle (see): 100 Critical vol./cap. (X): 0.728 Loss Time (see): 4 (Y+R = 4 sec) Average Delay (sec/veh): 20.6 Optimal Cyele; 39 Level Of Service: C ******************************************************************************** Street Name: Pepper Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 I--~----~-------I I~~-------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 225 999 133 71 851 155 212 584 193 172 762 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 999 133 71 851 155 212 584 193 172 762 139 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 999 133 71 851 155 212 584 193 172 762 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 999 133 71 851 155 212 584 193 172 762 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 999 133 71 851 155 212 584 193 172 762 139 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 225 999 133 71 851 155 212 584 193 172 762 139 ------------1---------------1 1---------------1 1--------------- 1 I--------------~I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.77 0.23 1.00 1.69 0.31 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1900 3354 446 1900 3215 585 1900 1900 1900 1900 1900 1900 ------------1---------------1 I-------------~-I 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.12 0.30 0.30 0.04 0.26 0.26 0.11 0.31 0.10 0.09 0.40 0.07 Crit Moves; **** Green/Cycle: 0.41 0.41 VOlume/Cap: 0.29 0.73 Delay/veh: 20.0 26.6 User DelAdj: 1.00 1.00 AdjDel/Veh: 20.0 26.6 HCM2kAvg: 5 16 **** 0.41 0.73 26.6 1. 00 26.6 16 0.41 0.09 18.2 1.00 18.2 1 0.41 0.65 24.7 1. 00 24.7 13 0.41 0.65 24.7 1. 00 24.7 13 0.55 0.20 11.5 1. 00 11. 5 3 0.55 0.56 15.2 1. 00 15.2 12 0.55 0.18 11.3 1. 00 11.3 3 0.55 0.16 11.2 1. 00 11. 2 3 0.55 0.73 19.5 1. 00 19.5 18 0.55 0.13 10.9 1. 00 10.9 2 ***********************************************************~**~~*~*~*k********** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -334 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 4-1 ---~-------------------------------~---------------- ------~~------------------- San Bernardino General Plan Update 2030 Conditions PM Peak -~------------~---~~-~-----~------------------~-------------------.-------------- Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Pepper Avenue @ Mill Street ****************************************************************************~*** Cycle (secl: 120 Critical Vol</cap. (X): 0.730 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec!veh): 37.2 Optimal Cycle: 54 Level Of Service: D ******************************************************************************** Street Name: Pepper Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1--------------- 11---------------11--------------- 11---------------1 Volume Module: 2030 PM P~ak Base Vol: 185 1017 79 160 787 240 194 662 105 54 864 144 Growth Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 J.. 00 1. 00 1. 00 Initial Bse: 185 1017 79 160 787 240 194 662 105 54 864 144 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 185 1017 79 160 787 240 194 662 105 54 864 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1<00 PHF Volume: 185 1017 79 160 787 240 194 662 105 54 864 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1017 79 160 787 240 194 662 105 54 864 144 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol<: 185 1017 79 160 787 240 194 662 105 54 864 144 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1<00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------ 1---------------11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.27 0.04 0.08 0.21 0.13 0.10 0.17 0.06 0.03 0.23 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.37 0.37 0.12 0.33 0.33 0.14 0.37 0.37 0.08 0.31 0.31 Volume/Cap: 0.63 0.73 0.11 0.73 0.63 0.39 0.73 0.47 0.15 0.34 0.73 0.24 Delay/Veh: 52.0 34.9 25.2 63.1 35.2 31.4 59.3 29<3 25.5 53.2 39.2 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.0 34.9 25.2 63.1 35.2 31.4 59.3 29.3 25.5 53.2 39.2 31.0 HCM2kAvg: 7 17 2 7 13 7 8 9 3 2 15 4 *****************************************************************************k** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -335 Future Base with Project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 eonditions PM Peak Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Meridian Avenue @ Rialto Avenue ******************************************************************************** Average Delay (see/veld: 1.7 Worst Case Level Of Service: F [ 65.6] ******************************************************************************** Street Name: Meridian Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11--------------- 11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 11 0 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------11--------------- 11------------- Volume Module: 2030 PM Peak Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: L 00 L 00 L 00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx y~ 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1918 xxxx 1071 1091 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 75 xxxx 271 647xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 72 xxxx 271 647 xxxx xxxxx xxxx xxxx xxxxx VOlume/Cap: xxxx =xx xxxx 0.37 xxxx 0.07 0.05 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx XXXx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx Stopped Del :xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B * * '" * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 0 xxxxx xxxx 102 xxxxx xxxx xxxx xxxxx xxxx xxxx ~~xx SharedQueue:xxxxx xxxx xxxxx xxxxx 1.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:=xxx xxxx xxxxx =xx 65.6 xxxxx xxxxx xxxx =xx y.xxxx xxxx =xxx Shared LOS; * * * * F * * * * * * * ApproachDel: xxxxxx 65.6 xxxxxx xxxxxx ApproachLOS : * F * * 27 1. 00 27 o o 27 LOO LOO 27 o 27 o 1. 00 o o o o 1. 00 1.00 o o o 18 1. 00 18 o o 18 1. 00 1. 00 18 o 18 34 1. 00 34 o o 34 1. 00 1. 00 34 o 34 778 1. 00 778 o o 778 1. 00 1. 00 778 o 778 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 1052 1. 00 1052 o o 1052 1. 00 1. 00 1052 o 1052 39 1. 00 39 o o :39 1.00 1. 00 39 o 39 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -336 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 6-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Northpark Boulevard @ University parkway ************************************************************************k******* Cycle (see): 120 Critical Vol./Cap. (X): 0.142 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 26.0 Optimal Cycle: 48 Level Of Service: C ***~**************************************************************************** Northpark Boulevard university Parkway North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 202 34 4 0 34 94 121 50 296 5 27 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 202 34 4 0 34 94 121 50 296 5 27 1 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 34 4 0 34 94 121 50 296 5 27 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad j : 1. 0 0 1. 0 0 . 1. 00 1. 00 1. 0 0 1. 0 0 1. 0 0 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Volume: 202 34 4 0 34 94 121 50 296 5 27 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 34 4 0 34 94 121 50 296 5 27 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 202 34 4 0 34 94 121 50 296 5 27 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3800 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.01 0.00 0.00 0.01 0.05 0.06 0.01 0.16 0.00 0.01 0.00 Crit Moves: **** Green/Cycle: 0.27 Volume/Cap: 0.20 Delay/Veh: 33.7 User DelAdj: 1.00 AdjDel/Veh: 33.7 HCM2kAvg: 3 Street Name: Approach: Movement: **** **** **** 0.27 0.03 32.1 1. 00 32.1 o 0.27 0.01 31.9 1. 00 31. 9 o 0.00 0.00 0.0 1. 00 0.0 o 0.25 0.04 33.8 1. 00 33.8 o 0.25 0.20 35.4 1. 00 35.4 3 0.33 0.20 29.3 1. 00 29.3 3 0.33 0.04 27.7 1. 00 27.7 1 0.60 0.26 11.7 1. 00 11.7 5 0.08 0.03 50.6 1. 00 50.6 o 0.08 0.09 50.9 1. 00 50.9 1 0.08 0.01 50.5 1. 00 50.5 o *************************************~~j**~**~******~k**~*~***~~****~~k********* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -337 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 7-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) i*****************************************************************************~* Intersection #6 Kendall Drive @ University Parkway ******************************************************************************** cycle (sec): 100 Critical Vol./Cap. (X): 0.501 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 30.6 Optimal eycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive University Parkway Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------[ 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------ 1---------------11---------------1 1---------------1 1-------------- 1 Volume Module: 2030 PM Peak Base Vol: 555 95 8 60 343 407 48 129 186 6 338 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 555 95 8 60 343 407 48 129 186 6 338 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 555 95 8 60 343 407 48 129 186 6 338 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 555 95 8 60 343 407 48 129 186 6 338 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 555 95 8 60 343 407 48 129 186 6 338 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.. 555 95 8 60 343 407 48 129 186 6 338 7 ------------1---------------1 1---------------11---------------11----- ---------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.94 0.06 Final Sat.: 3800 3800 1900 3800 3800 1900 3800 3800 1900 1900 5584 116 ------------1---------------11--------------- 11--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.03 0.00 0.02 0.09 0.21 0.01 0.03 0.10 0.00 0.06 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.32 0.32 0.32 0.38 0.38 0.14 0.18 0.18 0.10 0.14 0.46 VOlume/Cap: 0.56 0.08 0.01 0.05 0.24 0.56 0.09 0.19 0.56 0.03 0.44 0.13 Delay/Veh: 32.7 23.6 23.1 23.3 21.0 25.2 37.7 35.3 39.0 40.7 40.0 15.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.7 23.6 23.1 23.3 21.0 25.2 37.7 35.3 39.0 40.7 40.0 15.5 HCM2kAvg: 8 1 0 1 4 10 1 2 6 0 4 2 **************~***************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Li~ensed to TRANSTECH, WALNUT, CA F -338 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 8-1 San Bernardino General Plan Update 2030 eonditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 E Street @ Highland Avenue *******************************************************~************************ Cycle (sec): 100 Critical Vol./Cap. (X): 0.475 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec/veh): 16.5 Optimal Cycle: 24 Level Of Service: B ***~**************************************************************************** Street Name: E Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM peak Base Vol: 186 711 140 159 464 61 108 714 140 132 880 158 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.00,1.00 1.00 1.001.00 1.00 Initial Bse: 186 711 140 159 464 61 108 714 140 132 880 158 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut; 186 711 140 159 464 61 108 714 140 132 880 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 711 140 159 464 61 108 714 140 132 880 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 711 140 159 464 61 108 714 140 132 880 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 186 711 140 159 464 61 108 714 140 132 880 158 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.67 0.33 1.00 1.77 0.23 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3175 625 1900 3358 442 1900 3800 1900 1900 3800 1900 --------- --1---------------11---------------1 1---------------11---------------1 Capacity Analysis Module; Vol/Sat: 0.10 0.22 0.22 0.08 0.14 0.14 0.06 0.19 0.07 0.07 0.23 0.08 Crit Moves: **** **** Green/Cycle: 0.47 0.47 0.47 0.47 0.47 0.47 0.49 0.49 0.49 0.49 0.49 0.49 VOlume/Cap: 0.21 0.47 0.47 0.18 0.29 0.29 0.12 0.38 0.15 0.14 0.47 0.17 Delay/Veh: 15.6 18.2 18.2 15.3 16.3 16.3 14.0 16.3 14.2 14.2 17.2 14.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 15.6 18.2 18.2 15.3 16.3 16.3 14.0 16.3 14.2 14.2 17.2 14.4 HCM2 kA vg : 3 9 9 3 5 5 2 7 2 2 9 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -339 Future Base with Project eowed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak page 9-1 Level Of Service Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) **********************************************************~********************* Intersection #9 Hunts Lane @ E Street ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Hunts Lane E Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------ 1---------------11--------------- 11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 1664 518 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 1664 518 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1664 518 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHP Volume: 1664 518 0 Reduct Vol: 0 0 0 pinal Vo~.: 1664 518 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx =xx xxxxx xxxx =xx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1----------------11---------------1 Capacity Module: Cnflict vol: 1006 xxxx xxxxx xxxx xxxx xxxxx I?otent Cap.: 697 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 697 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 2.39 =xx xxx.x xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------1--------------- 11---------------11---------------11---------------1 Level Of Service Module: Queue: 125.9 =xx =xx =xx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del:643.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: F * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx =xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS : * * F * Street Name: Approach: Movement: o 1. 00 o o o o 1. 00 1. 00 o o o 623 1. 00 623 o o 623 1. 00 1. 00 623 o 623 383 1. 00 383 o o 383 1.00 1. 00 383 o 383 22 1. 00 22 o o 22 1. 00 1. 00 22 o 22 o 1. 00 o o o o 1. 00 1. 00 o o o 920 1. 00 920 o o 920 0.00 0.00 o o o 4210 xxxx xxxxx 2 xxxx xxxxx o xx= xxxxx o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxx xxxx xxxxx xxxx xxxx =xxx Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-340 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 10-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Waterman Avenue @ Fifth Street ******************************************************************************** Cyele (see); 120 Critical Vol./eap. (X): 0.811 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 40.2 Optimal Cycle: 71 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Protected Protected Protected Protected Rights; Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11------- -------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 160 1385 276 47 907 116 133 839 143 279 930 174 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 1385 276 47 907 116 133 839 143 279 930 174 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol; 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1385 276 47 907 116 133 839 143 279 930 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad j : 1. 0 0 1. 0 0 1. 00 1 . 0 0 1. 00 1. 0 0 1. 00 1. 00 1. 00 1. 00 1. 0 0 1. 0 0 PHF Volume: 160 1385 276 47 907 116 133 839 143 279 930 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1385 276 47 907 116 133 839 143 279 930 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 1385 276 47 907 116 133 839 143 279 930 174 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 --------- --1---------------1 I--~------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat; 0.08 0.36 0.15 0.02 0.24 0.06 0.07 0.22 0.08 0.15 0.24 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.42 0.42 0.08 0.37 0.37 0.08 0.26 0.26 0.17 0.34 0.34 Volume/Cap: 0.64 0.86 0.34 0.30 0.64 0.16 0.84 0.86 0.29 0.86 0.71 0.27 Delay/Veh: 54.7 36.4 23.6 52.7 31.8 25.1 85.2 50.5 36.2 68.7 36.1 28.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.7 36.4 23.6 52.7 31.8 25.1 85.2 50.5 36.2 68.7 36.1 28.7 HCM2kAvg: 7 26 7 2 14 3 7 18 4 13 16 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -341 Future Ba~e with Project Cowed Dee 22, 2004 09:13:43 Page 11-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E Street @ Baseline Street ******************************************************************************** Cycle (see): 100 Cri tical Vol./Cap. (Xl: o. G86 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 24.9 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Inulude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 --------- - 1---------------11---------------11--------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 104 857 121 137 660 148 95 921 119 78 1032 168 Growth Adj.; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 104 857 121 137 660 148 95 921 119 78 1032 168 Added Vol; 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 104 857 121 137 660 148 95 921 119 78 1032 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 857 121 137 660 148 95 921 119 78 1032 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 857 121 137 660 148 95 921 119 78 1032 168 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1,00 1.00 Final Vol.: 104 857 121 137 660 148 95 921 119 78 1032 168 ------------1--------------- 11---------------1 1---------------1 I-~------------~-I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.63 0.37 1.00 1.77 0.23 1.00 1.72 0.28 Final Sat.: 1900 3330 470 1900 3104 696 1900 3365 435 1900 3268 532 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.07 0.21 0.21 0.05 0.27 0.27 0.04 0.32 0.32 Crit Moves: **** **** **** Green/Cycle: 0.10 0.37 0.37 0.11 0.38 0.38 0.46 0.46 0.46 0.46 0.46 0.46 volume/Cap: 0.55 0.69 0.69 0.69 0.56 0.56 0.11 0.59 0.59 0.09 0,69 0.69 Delay/Veh: 46.2 27.7 27.7 52.7 24.9 24.9 15.4 20.6 20.6 15.2 22.5 22.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 27.7 27.7 52.7 24.9 24.9 15.4 20.6 20.6 15.2 22.5 22.5 HCM2kAvg: 4 13 13 5 10 10 2 12 12 1 15 15 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -342 Future Base with Project CoWed Dec 22, 2004 09:13;43 Page 12-1 San Bernardino General Plan Update 2030 Conditions PM peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street *******************************~************************************************ Cycle (sec): Loss Time (see): Optimal Cycle: 100 6 (Y+R = 29 Critical Vol./Cap. (xl: 3 see) Average Delay (sec/vehl: Level Of Service: 0.531 16.5 B **********************************************************************~********* Street Name: Arrowhead Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11--------------- 11--------------- 1 Volume Module: 2030 PM Peak Base Vol: 72 643 110 72 166 52 98 1036 57 77 1059 84 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 72 643 110 72 166 52 98 1036 57 77 1059 84 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 643 110 72 166 52 98 1036 57 77 1059 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 643 110 72 166 52 98 1036 57 77 1059 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 643 110 72 166 52 98 1036 57 77 1059 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 72 643 110 72 166 52 98 1036 57 77 1059 84 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.71 0.29 1.00 2.00 Final Sat.: 1900 3245 555 1900 3800 ------------1---------------11------ Capacity Analysis Module: Vol/Sat: 0.04 0.20 0.20 0.04 0.04 0.03 0.05 0.29 0.29 0.04 0.30 0.30 Crit Moves: **** Green/Cycle: 0.37 0.37 Volume/Cap: 0.10 0.53 Delay/Veh: 20.5 24.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 20.5 24.9 HCM2kAvg: 1 9 1900 1900 1900 1900 1900 1900 1900 1.00 1.00 1.00 1.00 1.00] .00 1.00 1.00 1.00 1.90 0.10 1.00 1.85 0.15 1900 1900 3602 198 1900 3521 279 ---- --11---------------11---------------1 **** 0.37 0.53 24.9 1. 00 24.9 9 0.57 0.57 0.53 13.7 1. 00 13.7 11 0.37 0.10 20.5 1. 00 20.5 1 0.37 0.12 20.6 1. 00 20.6 2 0.37 0.07 20.2 1. 00 20.2 1 0.57 0.09 9.9 1. 00 9.9 1 0.57 0.51 13.4 1. 00 13.4 10 0.57 0.51 13 .4 1. 00 13 .4 11 0.57 0.07 9.8 1.00 9.8 1 0.53 13.7 1.00 13.7 11 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -343 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 13-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street **********************************************************~********************* Cyele (see): 100 Critical vol./eap. (X): 0.682 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec/veh): 31.2 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Split Phase Split Phas~ Rights: Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 0 0 11 0 0 0 1 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 0 657 637 212 497 0 0 0 0 612 0 351 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 657 637 212 497 0 0 0 0 612 0 351 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 657 637 212 497 0 0 0 0 612 0 351 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 657 0 212 497 0 0 0 0 612 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 657 0 212 497 0 0 0 0 612 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 0 657 0 212 497 0 0 0 0 612 0 0 ---~----~---I---------------I 1---------------1 I--~------------I 1---------------1 Saturation Flow Module: Sat/Lane; 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 0.60 1.40 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 0 3800 1900 1136 2664 0 0 1900 0 1900 1900 1900 ------------1---------------1 I~-~------------I 1---------------1 1---------------1 eapacity Analysis Module: Vol/Sat: 0.00 0.17 0.00 0.19 0.19 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.25 Volume/Cap: 0.00 0.68 Delay/Veh: 0.0 35.7 User DelAdj: 1.00 1.00 AdjDel/Veh: 0.0 35.7 HCM2kAvg: 0 10 **** **** 0.00 0.00 0.0 1. 00 0.0 o 0.27 0.68 34.3 1. 00 34.3 11 0.27 0.68 34.3 1. 00 34.3 11 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.47 0.68 22.7 1. 00 22.7 15 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-344 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 14-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of service eomputation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Mount Vernon Avenue @ Rialto Avenue ******************************************************************************** Cycle (see): 100 Critical VoL/Cap. (x): 0.502 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh), 17.0 OIJtimal Cycle: 24 Level Of Service: B ******************************************************************************** Mount Vernon Avenue Rialto Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------11--------------- 11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11---------------11 ------------- 1 Volume Module: 2030 PM Peak Base Vol: 113 757 17 19 645 450 465 270 122 42 709 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 757 17 19 645 450 465 270 122 42 709 63 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 113 757 17 19 645 450 465 270 122 42 709 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 757 17 19 645 450 465 270 122 42 709 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 757 17 19 645 450 465 270 122 42 709 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 113 757 17 19 645 450 465 270 122 42 709 63 ------------1--------------- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.38 0.62 1.00 1.84 0.16 Final Sat.: 1900 3717 83 1900 3800 1900 1900 2617 1183 1900 3490 310 ------------1---------------[ 1---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.01 0.17 0.24 0.24 0.10 0.10 0.02 0.20 0.20 Crit Moves: **** **** Green/Cycle: 0.47 0.47 0.47 0.47 0.47 0.47 0.49 0.49 0.49 0.49 0.49 0.49 VOlume/Cap: 0.13 0.43 0.43 0.02 0.36 0.50 0.50 0.21 0.21 0.05 0.42 0.42 Delay/Veh: 14.9 17.7 17.7 14.1 16.9 18.7 17.8 14.7 14.7 13.4 16.6 16.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel!Veh: 14.9 17.7 17.7 14.1 16.9 18.7 17.8 14.7 14.7 13.4 16.6 16.6 HCM2kAvg: 2 8 9 0 6 10 10 3 3 1 8 8 ******************************************************************************** Street Name: Approach, Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -345 Future Base with Project CoWed Dee 22, 2004 09;13;43 Page 15-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ********************~*****************************************~***************** Intersection #17 Mount Vernon Avenue @ 5th Street ******************************************************************************** Cycle (sec) , 100 critical Vol./Cap. (X): 0.611 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 24.7 Optimal cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue 5th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11---------------11---------------1 Control; Permitted permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 I---------------i 1--------------- 11---------------[ Volume Module: 2030 PM Peak Base Vol: 186 740 67 80 498 193 194 637 141 69 894 Y5 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 186 740 67 80 498 193 194 637 141 69 894 95 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 740 67 80 498 193 194 637 141 69 894 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 740 67 80 498 193 194 637 141 69 894 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 740 67 80 498 193 194 637 141 69 894 95 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 186 740 67 80 498 193 194 637 141 69 894 95 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.83 0.17 1.00 1.44 0.56 1.00 1.64 0.36 1.00 1.81 0.19 Final Sat.: 1900 3485 315 1900 2739 1061 1900 3111 689 1900 3435 365 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.21 0.21 0.04 0.18 0.18 0.10 0.20 0.20 0.04 0.26 0.26 Crit Moves: **** Green/CYCle: 0.35 0.35 Volume/Cap: 0.28 0.61 Delay/Veh: 23.8 27.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 23.8 27.9 HCM2kAvg: 4 11 **** **** 0.35 0.61 27.9 1. 00 27.9 ] 1 0.35 0.12 22.3 1. 00 22.3 2 0.35 0.52 26.4 1. 00 26.4 9 0.35 0.52 26.4 1. 00 26.4 9 0.17 0.61 42.1 1. 00 42.1 6 0.49 0.42 16.3 1. 00 16.3 8 0.49 0.42 16.3 1. 00 16.3 8 0.10 0.36 43.2 1. 00 43.2 2 0.43 0.61 23.0 1. 00 23.0 12 0.43 0.61 23.0 1. 00 23.0 12 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-346 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 16-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *****************************************************k************************** Intersection #18 Waterman Avenue @ 30th Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X), 1.180 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 96.5 OJ:!timal Cycle: 130 Level Of Service: F ******************************************************************************** Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted permitted Rights, Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 !---------------I Volume Module: 2030 PM Peak Base Vol: 67 910 83 106 707 1292 162 515 101 75 623 1041 Growth Adj: 1.001.00 1.0.0 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 67 910 83 106 707 1292 162 515 101 75 623 1041 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 910 83 106 707 1292 162 515 101 75 623 1041 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 910 83 106 707 1292 162 515 101 75 623 1041 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 910 83 106 707 1292 162 515 101 75 623 1041 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 67 910 83 106 707 1292 162 515 101 7S 623 1041 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 0.71 1.29 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 1344 2456 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.04 0.06 0.53 0.53 0.09 0.14 0.05 0.04 0.16 0.55 Crit Moves: **** **** **** Green/Cycle: 0.10 0.41 0.41 0.10 0.41 0.41 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.35 0.58 0.11 0.56 1.28 1.28 0.20 0.32 0.12 0.09 0.38 1.28 Delay/Veh: 43.1 23.3 18.2 46.6 160 159.8 18.0 19.0 17.3 17.0 19.7 163.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.1 23.3 18.2 46.6 160 159.8 18.0 19.0 17.3 17.0 19.7 163.3 HCM2kAvg: 2 11 2 4 59 59 3 5 2 1 7 61 *********~***********~********************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALffiJT, CA F -34 7 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 17-1 ---------------------------------~------------------------~-------------~------- San Bernardino General Plan Update 2030 Conditions PM Peak -------------~._-~---------------------~~------------------~~~----- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **********************************************************************~,********* Intersection #19 Kendall Drive @ Palm Avenue *******************************************************************~************ Cycle (sec): 100 Critical Vol./Cap. (X); 0.072 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 17.7 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Street Name: Kendall Drive Palm Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 eontrol: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1--------------- 1 [---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 47 1 3 0 2 6 5 55 207 27 141 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 47 1 3 0 2 6 5 55 207 27 141 1 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 1 3 0 2 6 5 55 207 27 141 1 User Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 1 3 0 2 6 5 55 207 27 141 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 1 3 0 2 6 5 55 207 27 141 1 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 47 1 3 0 2 6 5 55 207 27 141 1 ------------1--------------- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.99 0.01 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 3800 1900 1900 3773 27 ------------1---------------1 1---------------11---------------11---- ----------1 Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.11 0.01 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.39 0.39 0.00 0.10 0.10 0.10 0.27 0.55 0.27 0.43 0.43 VOlume/cap: 0.09 0.00 0.00 0.00 0.01 0.03 0.03 0.05 0.20 0.05 0.09 0.09 Delay/Veh: 26.1 18.8 18.8 0.0 40.6 40.7 40.7 27.3 11.3 27.3 16.7 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.1 18.8 18.8 0.0 40.6 40.7 40.7 27.3 11.3 27.3 16.7 16.7 HCM2kAvg: 1 0 0 0 0 0 0 1 3 1 1 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -348 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 18-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) *************************************************~********~*******k************* Intersection #20 Belmont Avenue ~ Palm Avenue ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X), 0.147 Loss Time (sec): 0 (Y+R = 4 see) Average Delay {sec/veh); 7.9 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Belmont Avenue Palm Avenue North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1--------------- 11------------- -11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 ------------1--------.------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 16 7 4 22 16 29 19 88 61 5 36 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 7 4 22 16 29 19 88 61 5 36 11 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 7 4 22 16 29 19 88 61 5 36 11 User Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 7 4 22 16 29 19 88 61 5 36 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 7 4 22 16 29 19 88 61 5 36 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 16 7 4 22 16 29 19 88 61 5 36 11 ------------1---------------1 I---------------j 1-----------.---- 11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.64 0.36 1.00 0.36 0.64 0.18 0.82 1.00 0.12 0.88 1.00 Final Sat.: 625 458 261 631 269 488 129 600 866 87 629 845 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat; 0.03 0.02 0.02 0.03 0.06 0.06 0.15 0.15 0.07 0.06 0.06 0.01 Crit Moves: **** **** **** **** DelayjVeh, 8.4 7.6 7.6 8.4 7.6 7.6 8.4 8.4 7.1 7.9 7.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.4 7.6 7.6 8.4 7.6 7.6 8.4 8.4 7.1 7.9 7.9 LOS by Move: A A A A A A A A A A A ApproachDel: 8.1 7.8 7.9 7.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDe1: B. 1 7.8 7.9 7.7 LOS by Appr: A A A A ******************************************************************************i* Street Name: Approach: Movement: o 6.9 1. 00 6.9 A Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -349 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 19-1 ~--------------------~----------------~-----------~~------------~--------------- San Bernardino General Plan Update 2030 Conditions PM Peak --------------------~-------------~---------------~----------~-~~--------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #21 Sierra Way @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.764 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 17.6 Optimal Cycle: 43 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ 1---------------11---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------11---------------11-------- ------ 1 Volume Module: 2030 PM Peak Base Vol: 49 951 231 402 410 274 209 442 32 40 342 153 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 951 231 402 410 274 209 442 32 40 342 153 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 49 951 231 402 410 274 209 442 32 40 342 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 951 231 402 410 274 209 442 32 40 342 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 951 231 402 410 274 209 442 32 40 342 153 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 49 951 231 402 410 274 209 442 32 40 342 153 ------------1---------------1 1---------------1 1----------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.38 0.62 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2625 1175 ------------1---------------1 1---------------1 1--------------- 11--------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.50 0.12 0.21 0.22 0.14 0.11 0.23 0.02 0.02 0.13 0.13 Crit Moves: **** **** Green/Cycle: 0.66 0.66 0.66 0.66 0.66 0.66 0.30 0.30 0.30 0.30 0.30 0.30 Volume/Cap: 0.04 0.76 0.19 0.32 0.33 0.22 0.36 0.76 0.06 0.07 0.43 0.43 Delay/Veh: 6.1 14.8 6.8 7.7 7.7 7.0 27.6 37.5 24.6 24.7 28.1 28.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 6.1 14.8 6.8 7.7 7.7 7.0 27.6 37.5 24.6 24.7 28.1 28.1 HCM2kAvg: 1 21 3 5 5 3 5 14 1 1 6 6 *********************************************A******************~*************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-350 Future Base with Project CoWed Dec 22, 2004 09:13:43 page 20-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service eomputation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************************************** Cycle (see): Loss Time (sec): Optimal Cycle: 100 6 (Y+R = 64 Critical Vol./Cap. (xl: 3 sec) Average Delay (sec/veh); Level Of Service: 0.823 33.0 C **********************************************************~********************* Del Rosa Avenue Baseline Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ----------- 1---------------11---------------11---------------11------------- -[ Permitted Permitted Protected Protected Include Include Include Include 10 10 10 10 10 10 10 10 10 10 10 10 o 1 0 0 1 0 100 1 1 0 1 1 0 101 1 0 ------------1---------------11- -------------11---------------11---------------[ Volume Module: 2030 PM Peak Base Vol: 40 931 153 170 442 124 199 840 37 60 585 151 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 931 153 170 442 124 199 840 37 60 585 151 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 931 153 170 442 124 199 840 37 60 585 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 931 153 170 442 124 199 840 37 60 585 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 931 153 170 442 124 199 840 37 60 585 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 40 931 153 170 442 124 199 840 37 60 585 151 ------------[---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.04 0.96 1.00 0.28 0.72 1.00 1.00 1.92 0.08 1.00 1.59 0.41 Final Sat.: 78 1822 1900 528 1372 1900 1900 3640 160 1900 3020 780 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat; 0.51 0.51 0.08 0.32 0.32 0.07 0.10 0.23 0.23 0.03 0.19 0.19 Crit Moves: **** **** **** Green/CYCle: 0.58 0.58 0.58 0.58 0.58 0.58 0.13 0.26 0.26 0.10 0.23 0.23 Volume/cap: 0.88 0.88 0.14 0.56 0.56 0.11 0.83 0.88 0.88 0.32 0.83 0.83 Delay/Veh: 26.8 26.8 9.7 13.7 13.7 9.5 62.9 44.9 44.9 42.8 42.7 42.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.8 26.8 9.7 13.7 13.7 9.5 62.9 44.9 44.9 42.8 42.7 42.7 HCM2kAvg: 30 29 2 12 12 2 8 16 17 2 13 13 ******************************************************************************** Street Name: Approach: Movement: Control: Rights: Min. Green: Lanes: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-351 Future Base with project CoWed Dec 22, 2004 09:13:43 Page 21-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #23 Waterman Avenue @ SR-30 EB Ran~s *******~************************************************************************ Cycle (sec): 100 Critical VoL/Cap. (X): 1.288 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 127.9 Optimal Cycle: 130 Level Of Service: F ****~****~********************************************************************** Street Name: Waterman Avenue SR- 3 0 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1-------------- 11---------------11---------------11--------------- 1 Conlrol: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 0 232 645 621 197 0 1034 0 659 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 232 645 621 197 0 1034 0 659 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 232 645 621 197 0 1034 0 659 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 232 645 621 197 0 1034 0 659 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 232 645 621 197 0 1034 0 659 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 232 645 621 197 0 1034 0 659 0 0 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat., 0 3800 1900 1900 3800 0 1900 0 1900 0 0 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.06 0.34 0.33 0.05 0.00 0.54 0.00 0.35 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.26 0.26 0.25 0.52 0.00 0.42 0.00 0.42 0.00 0.00 0.00 VOlume/Cap: 0.00 0.23 1.29 1.29 0.10 0.00 1.29 0.00 0.82 0.00 0.00 0.00 Delay/Veh, 0.0 29.0 180.8 181.8 12.3 0.0 167.7 0.0 32.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 29.0 180.8 181.8 12.3 0.0 167.7 0.0 32.3 0.0 0.0 0.0 HCM2kAvg: 0 3 40 38 2 0 62 0 20 0 0 0 ************************************************************************~******* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-352 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 22-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #24 Leroy/SR-30 WB On Ramp @ 30th Street *************~****************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.594 Loss Time (see): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 17.5 Optimal Cycle: 33 Level Of Service: B ******************************************************************************** St reet Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------- -----1 Control: Split Phase split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 0 0 I! 0 0 1 0 2 0 1 1 1 0 1 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 0 0 0 0 0 0 25 701 338 1421 571 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 25 701 338 1421 571 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 25 701 338 1421 571 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 25 701 338 1421 571 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 25 701 338 1421 571 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 0 0 0 25 701 338 1421 571 0 ------------1---------------11-------------- 11--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 1.00 0.00 1.00 2.00 1.00 2.00 1.00 0.00 Final Sat.: 0 0 0 0 1900 0 1900 3800 1900 3800 1900 0 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: VOl/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.18 0.18 0.37 0.30 0.00 Crit Moves: **** **** Green/cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.31 0.31 0.31 0.63 0.63 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.59 0.57 0.59 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 24.1 30.0 30.3 11.3 9.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 24.1 30.0 30.3 11.3 9.9 0.0 HCM2kAvg: 0 0 0 0 0 0 1 10 9 13 9 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTEeH, WALNUT, CA F-353 Future Buse with Project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak page 23-1 Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ******************************************************************************** Average Delay (sec/veh); 60S.3 Worst Case Level of Service: F[1185.3] ******************************************************************************** Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 1----- --------- 11---------------1 Control: Stop Sign Stop SigH Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 1! 0 0 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base vol: 1087 0 83 Growth Adj: 1.00 1.00 1.00 Initial Bse: 1087 0 83 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1087 0 83 User Adj: 1.00 1.00 1.00 PHF Ad]: 1.00 1.00 1.00 PHF Volume: 1087 0 83 Reduct Vol; 0 0 0 Final Vol.: 1087 0 83 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxx.x xxxx.x xxxx xxxxx xxxxx =.xx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 [---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 882 xxxx 322 xxxx =.xx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 289 xxxx 680 xxxx =.xx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 289 xxxx 680 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.76 xxxx 0.12 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------11--------------- 11---------------1 Level Of Service Module: Queue: 103.6 xxxx 0.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del; 1275 xxxx 11.0 xxxxx xxxx xxxxx xxxxx xxxx xxxx.x xxxxx xxxx xxxxx LOS by Move: F * B * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS; * * * * * * * * * * * * ApproachDel: 1185.3 xxxxxx xxxxxx xxxxxx ApproachLOS: F * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 644 1. 00 644 o o 644 1. 00 1. 00 644 o 644 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o 477 1. 00 477 o o 477 1. 00 1. 00 477 o 477 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-354 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 24-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ******************************************************************************** Cycle (see): Loss Time (sec): Optimal Cycle: 100 4 (Y+R = 28 Critical Vol./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.612 12.7 B ******************************************************************************** Del Rosa Avenue Lynwood Drive North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------1 1---------------11------- -------11---------------1 Volume Module: 2030 PM Peak Base Vol: 95 1183 451 60 729 14 20 123 119 300 110 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 1183 451 60 729 14 20 123 119 300 110 S4 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 1183 451 60 729 14 20 123 119 300 110 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 1183 451 60 729 14 20 123 119 300 110 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 1183 451 60 729 14 20 123 119 300 110 54 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 95 1183 451 60 729 14 20 123 119 300 110 54 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.45 0.55 1.00 1.96 0.04 0.15 0.94 0.91 1.00 0.67 0.33 Final Sat.: 1900 2751 1049 1900 3728 72 290 1784 1726 1900 1274 626 ------------1---------------1 1---------------1 1---------------11--------------- 1 Capacity Analysis Module: Vol/Sat: 0.05 0.43 0.43 0.03 0.20 0.20 0.07 0.07 0.07 0.16 0.09 0.09 Crit Moves: **** Green/Cycle: 0.70 0.70 Volume/Cap: 0.07 0.61 Delay/Veh: 4.7 8.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 4.7 8.2 HCM2kAvg: 1 13 Street Name: Approach: Movement: **** 0.70 0.61 8.2 1. 00 8.2 13 0.70 0.04 4.6 1. 00 4.6 1 0.70 0.28 5.6 1. 00 5.6 4 0.70 0.28 5.6 1. 00 5.6 4 0.26 0.27 29.7 1. 00 29.7 3 0.26 0.27 29.7 1. 00 29.7 3 0.26 0.27 29.7 1. 00 29.7 3 0.26 0.61 34.2 1. 00 34.2 9 0.26 0.33 30.3 1. 00 30.3 4 0.26 0.33 30.3 1. 00 30.3 4 ************~******************************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTEClt, WALNUT, CA F -355 Future Base with project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 25-1 Level Of Service eomputation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #27 Harrison Street @ 40th Street ******************************************************************************** Average Delay (sec/veh): 195.6 Worst Case Level Of Service: F[1232.0] ******************************************************************************** Harrison Street 40th Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: DOl! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1--------------- 11---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 358 0 33 Growth Adj: 1.00 1.00 1.00 Initial Bse: 358 0 33 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 358 0 33 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 358 0 33 Reduct Vol: 0 0 0 Final Vol.: 358 0 33 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx =xxx xxxx xxxxx 4.1 xxxx xxxxx FOllowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx =xx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1557 xxxx 552 xxxx xxxx xxxxx xxxx xxxx xxxxx 1103 xxxx xxxxx Potent Cap.; 105 xxxx 483 xxxx xxxx xxxxx xxxx xxxx xxxxx 640 xxxx xxxxx Move Cap.: 103 xxxx 483 xxxx xxxx =xxx xxxx xxxx xxxxx 640 xxxx xxxxx Volume/Cap: 3.49 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx =xxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - I,TR - RT Shared Cap.: xxxx 110 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : =xxx 38.9 xxxxx xxxxx xxxx xxxxx xxxxx =xx xxxxx Shrd StpDel :xxxxx 1232 xxxxx =xxx xxxx =xx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * ApproachDel: 1232.0 xxxxxx xxxxxx ApproachLOS : F * * Street Name: Approach: Movement: o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o ::175 1. 00 975 o o 975 1. 00 1. 00 975 o 975 128 1. 00 128 o o 128 1. 00 1. 00 128 o 128 22 1. 00 22 o o 22 1. 00 1. 00 22 o 22 1. 00 948 o o 948 1. 00 1.00 948 o 948 948 o 1. 00 o o o o 1. 00 1. 00 o o o o . 1 xxxx xxxxx 10 . 8 xxxx xxxxx B * * LT - LTR - RT 0.1 10.8 B xxxx. xxxxx * xxxxxx xxxx xxxxx * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -356 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 26-1 --------------~---------_.._-----~---------~---~----------~-~--------~-~--------- San Bernardino General Plan Update 2030 Conditions PM Peak ------------~-------------------~~--------------~-----------~---------~-~------- Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Sterling Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 100 Critical Vo1./Cap. (X): 0.606 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 31.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Sterling Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11------------ --11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 260 743 122 75 248 38 119 397 213 307 559 195 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 743 122 75 248 38 119 397 213 307 559 195 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 260 743 122 75 248 38 119 397 213 307 559 195 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 260 743 122 75 248 38 119 397 213 307 559 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 743 122 75 248 38 119 397 213 307 559 195 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 260 743 122 75 248 38 119 397 213 307 559 195 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.30 0.70 1.00 1.48 0.52 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 2473 1327 1900 2817 983 ------------1---------------1 I---------------! 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.20 0.06 0.04 0.07 0.02 0.06 0.16 0.16 0.16 0.20 0.20 Crit Moves, **** **** **** **** Green/Cycle: 0.31 0.31 0.31 0.10 0.10 0.10 0.10 0.25 0.25 0.26 0.41 0.41 VOlume/Cap: 0.44 0.63 0.21 0.39 0.65 0.20 0.63 0.63 0.63 0.63 0.48 0.48 Delay/Veh, 28.1 30.7 25.6 43.5 47.4 41.8 49.7 34.5 34.5 35.7 21.9 21.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.1 30.7 25.6 43.5 47.4 41.8 49.7 34.5 34.5 35.7 21.9 21.9 HCM2kAvg: 7 10 3 3 5 1 5 9 9 9 9 9 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Lieensed to TRANSTECH, WALNUT, CA F -357 Future Base with Project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 27-1 Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #29 Waterman Avenue @ Marshall Boulevard ******************************************************************************** Cycle (see): Loss Time (see): Optimal Cycle: 100 4 (Y+R = 30 Critical VOl./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.633 5.0 A ******************************************************************************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound South Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------11--------------- 11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 51 2020 0 0 1764 11 49 0 145 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 2020 0 0 1764 11 49 0 145 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 2020 0 0 1764 11 49 0 145 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 2020 0 0 1764 11 49 0 145 0 0 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 2020 0 0 1764 11 49 0 145 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 51 2020 0 0 1764 11 49 0 145 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.99 0.01 1.00 0.00 1.00 0.00 1.00 1.00 Final Sat.: 1900 3800 0 1900 3776 24 1900 0 1900 0 1900 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: vol/Sat: 0.03 0.53 0.00 0.00 0.47 0.47 0.03 0.00 0.08 0.00 0.00 0.00 Cric Moves: **** Green/Cycle: 0.84 0.84 volume/Cap: 0.03 0.63 Delay/veh: 1.3 3.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 1.3 3.2 HCM2kAvg: 0 11 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.84 0.56 2.6 1. 00 2.6 9 0.84 0.56 2.6 1. 00 2.6 10 0.12 0.21 40.2 1. 00 40.2 1 0.00 0.00 0.0 1. 00 0.0 o **** 0.12 0.63 47.6 1. 00 47.6 5 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ****************~*****k~******************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-358 Future Base with Project CoWed Dee 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 28-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #30 Waterman Avenue @ 36th Street ******************************************************************************** Average Delay (sec/veh): 6.9 Worst Case Level Of Service: F[ 87.5] ******************************************************************************** Waterman Avenue 36th Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- II ---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 8 2134 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 8 2134 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 8 2134 0 User Adj; 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 8 2134 0 Reduct vol: 0 0 0 Final Vol. : 8 2134 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx == FOllowUpTim: 2.2 xxxx xxxxx = xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------1---------------1 1---------------[ 1---------------11---------------1 Capacity Module: Cnflict Vol: 1485 =xx xxxxx =xx xxxx xxxxx 2534 xxxx 743 xxxx xxxx xxxxx Potent Cap.: 459 xxxx xxxxx xxxx xxxx xxxxx 23 xxxx 362 xxxx xxxx xxxxx Move Cap.: 459 xxxx xxxxx xxxx xxxx xxxxx 23 xxxx 362 xxxx xxxx = Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 1.27 xxxx 0.77 xxxx xxxx xxxx ------------1---------------1 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue: 0.1 =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.3 xxxxx xxxx xxxxx Stopped Del: 13.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 41.7 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * E * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 23 xxxx xxxxx 0 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.7 xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 530.3 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * F * * * * * ApproachDel : == xxxxxx 87 . 5 xxxxxx ApproachLOS: * * F * Street Name: Approach: Movement: o 1. 00 o o o o 1. 00 1. 00 o o o 1416 1. 00 1416 o o 1416 1. 00 1. 00 1416 o 1416 69 1.00 69 o o 69 1. 00 1. 00 69 o 69 29 1. 00 29 o o 29 1. 00 1. 00 29 o 29 o 1. 00 o o o o 1. 00 1. 00 o o o 280 1. 00 280 o o 280 1. 00 1.00 280 o 280 o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. LicenBed to TRANSTECH, WALNUT, CA F-359 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 29-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive ******************************************************************************** Cycle (sec); 100 Critical Vol./eap. (X): 0.775 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 20.0 Optimal eycle: 0 Level Of Service: C ******************************************************************************** St reet Name: Sterl ing Avenue Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Stop sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Volume Module: 2030 PM Peak Base Vol: 159 342 91 87 89 49 74 290 86 17 179 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 342 91 87 89 49 74 290 86 17 179 97 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 159 342 91 87 89 49 74 290 86 17 179 97 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 342 91 87 89 49 74 290 86 17 179 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 342 91 87 89 49 74 290 86 17 179 97 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 159 342 91 87 89 49 74 290 86 17 179 97 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module; Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.54 1.15 0.31 0.77 0.79 0.44 0.20 0.80 1.00 0.12 1.22 0.66 Final Sat.: 251 561 153 319 346 195 95 374 516 51 548 311 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.63 0.61 0.59 0.27 0.26 0.25 0.78 0.78 0.17 0.33 0.33 0.31 Crit Moves: **** **** **** **** Delay/Veh; 21.9 20.3 19.2 13.9 13.0 12.7 30.7 30.7 10.7 14.2 13.9 Delay Adj: 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.9 20.3 19.2 13.9 13.0 12.7 30.7 30.7 10.7 14.2 13.9 LOS by Move: C e C B B B D D B B B ApproachDel: 20.6 13.3 26.9 13.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 20.6 13.3 26.9 13.6 LOS by Appr: C B D B ******************************************************************************** o 13 .1 1. 00 13 .1 B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-360 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 30-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service eomputation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 o (Y+R = o Critical Vol./Cap. (X): 4 see) Average Delay (sec/veh): Level Of Service: 0.419 10.2 B *****************************************************~************************** Sterling Avenue Foothill Drive North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 ------------ 1---------------11---------------1 1---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 128 0 53 0 1 36 0 261 47 8 186 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 128 0 53 0 1 36 0 261 47 8 186 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 128 0 53 0 1 36 0 261 47 8 186 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 0 53 0 1 36 0 261 47 8 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 0 53 0 1 36 0 261 47 8 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 128 0 53 0 1 36 0 261 47 8 186 0 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module; Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.41 0.59 0.00 0.03 0.97 0,00 0.85 0.15 0.04 0.96 0.00 Final Sat.: 551 265 374 0 18 634 0 623 112 29 667 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/sat: 0.23 0.00 0.14 xxxx 0.06 0.06 xxxx 0.42 0.42 0.28 0.28 xxxx Crit Moves: **** Delay/Veh: 10.7 Delay Adj: 1.00 AdjDel/Veh: 10.7 LOS by Move: B ApproachDel: Delay Adj: ApprAdjDel: LOS by Appr: Street Name: Approach: Movement: o **** **** **** 8.8 1. 00 8.8 A 9.9 1. 00 9.9 A 8.8 1. 00 8.8 A 0.0 1. 00 0.0 * 8.2 1. 00 8.2 A 8.2 1. 00 8.2 A 8.2 1. 00 8.2 A 0.0 1. 00 0.0 * 10.9 1. 00 10.9 B 10.9 1. 00 10.9 B 10.9 1. 00 10.9 B 9.8 1. 00 9.8 A 9.8 1. 00 9.8 A 9.8 1. 00 9.8 A 0.0 1. 00 0.0 ;, ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-361 Future Base with project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 31-1 Level Of Service Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #33 Del Rosa Avenue @ Foothill Drive ******************************************************************************** Average Delay (sec/veh): 8.2 Worst Case Level Of Service: C[ 17.5] ******************************************************************************** Street Name: Del Rosa Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------! 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------11--------------- 11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 0 247 64 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 247 64 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 247 64 User Adj : 1. 00 1. 00 1. 00 PAF Adj: 1. 00 1. 00 1. 00 PHF Volume: 0 247 64 Reduct Vol: 0 0 0 Final Vol. : 0 247 64 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 311 xxxx xxxxx xxxx xxxx xxxxx 1094 xxxx 156 Potent Cap.: xxxx xxxx xxxxx 1261 xxxx xxxxx xxxx xxxx xxxxx 239 xxxx 896 Move Cap.: xxxx xxxx xxxxx 1261 xxxx xxxxx xxxx xxxx xxxxx 178 xxxx 896 Volume/Cap: xxxx xxxx xxxx 0.27 xxxx x:xxx xxxx xxxx xxxx 0.19 xxxx 0.38 ------------1---------------1 1---------------11---------------11---------------1 Level Of Service Module: Queue: xxxxx x=x xxxxx Stopped Del:xxxxx xxxx xxxxx LOS by Move; * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * 342 1. 00 342 o o 342 1. 00 1. 00 342 o 342 131 1. 00 131 o o 131 1. 00 1. 00 131 o 131 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1.00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 34 1. 00 34 o [1 34 1. 00 1. 00 34 o 34 o 1. 00 o o o o 1. 00 1. 00 o o o 336 1. 00 336 o o 336 1. 00 1. 00 336 o 336 1 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx A * * * "" * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 653 xxxxx 1 . 1 xxxx xxxxx xxxxx =xx xxx xx xxxxx 3 . 6 xxxxx 8 . 9 XXX){ =xxx xxxxx xxxx xxxxx xxxxx 17. 5 = A * * * * * * C * xxxxxx xxxxxx 17 . 5 * * C F -362 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA Future Base with Project CoWed Dec 22, 2004 09:13:43 ---------------------~-~~~--------------~------------~----------------------~--- Page 32-1 San Bernardino General Plan Update 2030 conditions PM Peak -----~---------------~~-------------------~------------------------------------- Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ****************************************************~.*************************** Intersection #34 30th Street @ Lynwood Drive ******************************************************************************** Average Delay (sec/veh): 7.4 Worst Case Level Of Service: B[ 11.5J **************************************************************w***************** Street Name: 30th Street Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 1----- ---------, 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Ignore Include Include Include Lanes: 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 0 0 605 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 605 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 605 User Adj: 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 PHF Volume, 0 0 0 Reduct Vol, 0 0 0 Final Vol., 0 0 0 Critical Gap Module: Cr it i cal Gp:.xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6 . 5 xxxxx 7 . 1 6 . 5 xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 xxxxx 3.5 4.0 xxxxx ------------1---------------11------------ --11---------------11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx 134 0 .xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx 843 0 xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx =xxx xxxx 0 XXxxx 843 0 =xxx Volume/Cap: xxxx xxxx xxxx .xxxx xxxx xxxx xxxx 0.00 xxxx 0.49 0.00 xxxx ------------1---------------/ 1---------------1 1--------------- 11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx 2 . 7 0 . 0 xxxxx Stopped Del :xxxxx xxx.x =xxx xxxxx xxxx xxxxx xxxxx 0.0 xxxxx 13.3 0.0 xxxxx LOS by Move: * * ... ... " * * A * B A " Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx){xxx =xxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel : xxx xx xxxx xxxxx xxxxx =xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: " " " * * ... * * * * * " ApproachDel: xxx..xx.x xxxxxx 0.0 11.5 ApproachLOS : * * A B o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 267 1. 00 267 o o 267 1. 00 1. 00 267 o 267 o 1. 00 o o o o 1. 00 1. 00 o o o 412 1. 00 412 o o 412 1. 00 1. 00 412 o 412 64 1. 00 64 o o 64 1. 00 1. 00 64 o 64 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -363 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 33-1 ------------------------ -_._---~-~----------------------------~- ~-~----------~- San Bernardino General Plan Update 2030 Conditions PM Peak -~----------------------------------------------------------------~~------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #35 Waterman Avenue @ 40th Street ******************************************************************************** eycle (see): 100 eritical Vol./Cap. (X): 0.982 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 42.9 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1--------- -----1 Volume Module: 2030 PM Peak Base Vol: 273 1629 61 282 1310 122 327 620 155 46 773 482 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 273 1629 61 282 1310 122 327 620 155 46 773 482 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 273 1629 61 282 1310 122 327 620 155 46 773 482 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 273 1629 61 282 1310 122 327 620 155 46 773 482 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 1629 61 282 1310 122 327 620 155 46 773 482 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 273 1629 61 282 1310 122 327 620 155 46 773 482 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.83 0.17 1.00 1.60 0.40 1.00 1.23 0.77 Final Sat.: 1900 3663 137 1900 3476 324 1900 3040 760 1900 2341 1459 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.44 0.44 0.15 0.38 0.38 0.17 0.20 0.20 0.02 0.33 0.33 Crit Moves: **** **** **** Green/Cycle: 0.17 0.45 0.45 0.15 0.44 0.44 0.34 0.34 0.34 0.34 0.34 0.34 Volume/Cap: 0.86 0.98 0.98 0.98 0.86 0.86 0.51 0.61 0.61 0.07 0.98 0.98 Delay/Veh: 61.3 44.6 44.6 90.4 30.3 30.3 27.3 28.5 28.5 22.6 53.8 53.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.3 44.6 44.6 90.4 30.3 30.3 27.3 28.5 28.5 22.6 53.8 53.8 HCM2kAvg: 11 32 33 13 23 23 8 10 10 1 25 25 ******************************************************************************** Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-364 Future Base with Project CoWed Dec 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 34-1 Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #36 Waterman Avenue @ 34th Street ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: F[110.6] ******************************************************************************** Street Name: Waterman Avenue 34th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----------1---------------1 1---------------1 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 40 2066 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 40 2066 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 40 2066 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 40 2066 0 Reduct Vol: 0 0 0 Final Vol.: 40 2066 0 Critical Gap Module: Cr it i cal Gp: 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . 8 =xx 6 . 9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx =xx xxxx =xx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict vol: 1712 xxxx xxxxx xxxx xxxx xxxxx 2818 xxxx 856 xxxx xxxx xxxxx Potent Cap.: 376 xxxx xxxxx xxxx XXX){ xxxxx 15 xxxx 305 xxxx xxxx xxxxx Move Cap.: 376 xxxx xxxxx xxxx xxxx xxxxx 13 xxxx 305 xxxx xxxx =xxx volume/cap: 0.11 xxxx xxxx xxxx xxxx xxxx 0.67 xxxx 0.12 XXX){ xxxx xxxx ------------1---------------1 1---------------1 1--------------- II ---------------1 Level Of Service Module: Queue: 0 . 4 xxxx =xxx xxxxx xxxx =xx xxxxx xxxx 0 . 4 xxxxx xxxx xxxxx Stopped Del: 15.7 xxxx xxxxx =xx xxxx xxxxx xxxxx xxxx 18.4 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * e * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx =xxx 13 =xx xxxxx 0 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx =xxx xxxx xxxxx 1.6 xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx =xxx xxxxx xxxx xxxxx 489.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * F * * * * * ApproachDel: xxxxxx xxxxxx 110.6 xxxxxx ApproachLOS: * * F * o 1. 00 o o o o LOa 1. 00 o o o 1698 1. 00 1698 o o 1698 LOO LOO 1698 o 1698 14 1. 00 14 o o 14 LOa 1. 00 14 o 14 9 1. 00 9 o o 9 1.00 1. 00 9 o 9 o 1. 00 o o o o 1. 00 1. 00 o o o 37 LOa 37 o o 37 1. 00 1. 00 37 o 37 o LOa o o o o 1. 00 1. 00 o o o o LOO o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. DO 1. 00 o o o Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-365 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 35-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) *******************************************************************~************ Intersection #37 Waterman Avenue @ Parkdale Avenue ******************************************************************************** Cycle (sec): 100 Critical VoL/Cap. (X): 0.651 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh}: 5.3 Optimal Cycle: 31 Level Of Service: A ******************************************************************************** Street Name: Waterman Avenue Parkdale Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 lU 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------1 1---------------1 1--------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 122 2047 57 50 1537 60 34 72 63 19 54 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 122 2047 57 50 1537 60 34 72 63 19 54 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 122 2047 57 50 1537 60 34 72 63 19 54 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Adj: 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 PHF Volume: 122 2047 57 50 1537 60 34 72 63 19 54 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 2047 57 50 1537 60 34 72 63 19 54 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 122 2047 57 50 1537 60 34 72 63 19 54 33 ------------1--------------- 11---------------11------.-------- 11--------------- 1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1,95 0.05 1.00 1.92 0.08 1.00 0.53 0.47 1.00 1.00 1.00 Final Sat.: 1900 3697 103 1900 3657 143 1900 1013 887 1900 1900 1900 ------------1---------------11---------------11--------------- j 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.55 0.55 0.03 0.42 0.42 0.02 0.07 0.07 0.01 0.03 0.02 Crit Moves: **** Green/Cycle: 0.85 0.85 Volume/Cap: 0.08 0.65 Delay/Veh: 1.2 3.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 1.2 3.0 HCM2kAvg: 1 12 **** 0.85 0.65 3.0 1. 00 3.0 12 0.85 0.03 1.2 1. 00 1.2 o 0.85 0.49 2.0 1. 00 2.0 7 0.85 0.49 2.0 1. 00 2.0 6 0.11 0.16 40.8 1. 00 40.8 1 0.11 0.65 49.8 1. 00 49.8 5 0.11 0.65 49.8 1. 00 49.8 5 0.11 0.09 40.3 1. 00 40.3 1 0.11 0.26 41.5 1. 00 41. 5 2 0.11 0.16 40.7 1. 00 40.7 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -366 Future Base with Project Cowed Dec 22, 2004 09:13:43 Page 36-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Valencia Avenue @ 30th Street ******************************************************************************** Cycle (secl; 100 Critical voL/cap. (X): 0.304 Loss Time lsec): 4 (Y+R = 3 see) Average Delay (sec/veh): 12.7 Optimal Cycle; 24 Level Of Service: B ******************************************************************~***k********* Street Name: Valencia Avenue 30th Street Approach; North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I-------~-------I 1---------------11---------------[ 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------ 1---------------1 [---------------1 I-------~-------I 1---------------1 Volume Module: 2030 PM Peak Base Vol: 78 0 216 0 0 0 0 656 20 44 334 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 78 0 216 0 0 0 0 656 20 44 334 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 78 0 216 0 0 0 0 656 20 44 334 0 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 0 216 0 0 0 0 656 20 44 334 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 0 216 0 0 0 0 656 20 44 334 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 78 0 216 0 0 0 0 656 20 44 334 0 ------------1----------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.94 0.06 1.00 2.00 0.00 Final Sat.: 1900 1900 1900 1900 1900 1900 1900 3688 112 1900 3800 0 ------------1---------------1 1---------------1 1---------------1 I--------~------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.11 0.00 0.00 0.00 0.00 0.18 0.18 0.02 0.09 0.00 Crit Moves: **** **** Green/Cycle: 0.37 0.00 0.37 0.00 0.00 0.00 0.00 0.59 0.59 0.59 0.59 0.00 Volume/Cap: 0.11 0.00 0.30 0.00 0.00 0.00 0.00 0.30 0.30 0.04 0.15 0.00 Delay/Veh: 20.5 0.0 22.3 0.0 0.0 0.0 0.0 10.5 10.5 8.8 9.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh; 20.5 0.0 22.3 0.0 0.0 0.0 0.0 10.5 10.5 8.8 9.4 0.0 HCM2kAvg: 2 0 S 0 0 0 0 5 5 1 2 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Lieensed to TRANSTECH, WALNUT, eA F -367 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 37-1 --------------------------------------------------~- -----~-------------~~~----- San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #39 Valencia Avenue @ 40th Street **********************************************************~********************* Cycle (see): 100 Critical Vol./Cap. (Xl: 1.129 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec/veh): 72.4 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Street Name: Valencia Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------1 1---------------1 )---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 66 0 50 0 0 0 0 944 44 43 1222 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 0 50 0 0 0 0 944 44 43 1222 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 0 50 0 0 0 0 944 44 43 1222 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 0 50 0 0 0 0 944 44 43 1222 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 0 50 0 0 0 0 944 44 43 1222 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 66 0 50 0 0 0 0 944 44 43 1222 0 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.91 0.09 0.07 1.93 0.00 Final Sat.: 390 0 447 0 0 0 0 1050 49 38 1086 0 ------------1---------------1 1---------------1 1--------------- 1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.17 xxxx 0.11 xxxx xxxx xxxx xxxx 0.90 0.89 1.13 1.13 xxxx Crit Moves: **** Delay!Veh: 13.4 Delay Adj: 1.00 AdjDel/Veh: 13.4 LOS by Move: B ApproachDel: Delay Adj : ApprAdjDel: LOS by Appr: o **** **** 0.0 1. 00 0.0 11.5 1. 00 11.5 B 0.0 0.0 1. 00 1. 00 0.0 0.0 0.0 1. 00 0.0 0.0 1. 00 0.0 * * * * * 42.8 1. 00 42.8 E 42.8 1. 00 42.8 E 42.0 1. 00 42.0 E 102.1 1. 00 102.1 F 101 1. 00 101 F 101.0 1. 00 101.0 F 0.0 1. 00 0.0 * 12.6 1. 00 12.6 B xxxxxx xxxxx xxxxxx * ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-368 Future Base with Project CoWed Dec 22, 2004 09:13;43 Page 38-1 ----------------~~-~--~-----------------~------------~~-----------~-----------~- San Bernardino General Plan Update 2030 Conditions PM Peak ~-------~~---------------------~----------------_._-~--------------------------~- Level of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.748 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh); 28.5 Optimal Cycle; 49 Level Of Service; C *******************************~***********************************~************ Street Name; Del Rosa Avenue SR - 3 0 EB Ramps Approach; North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1----------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 0 957 145 251 378 0 718 0 457 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 Initial Bse: 0 957 145 251 378 0 718 0 457 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 957 145 251 378 0 718 0 457 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 957 145 251 378 0 718 0 457 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 957 145 251 378 0 718 0 457 0 0 0 peE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 957 145 251 378 0 718 0 457 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.61 0.39 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 4950 750 1900 3800 0 1900 0 1900 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat; 0.00 0.19 0.19 0.13 0.10 0.00 0.38 0.00 0.24 0.00 0.00 0.00 Crit Moves; **** **** **** Green/Cycle: 0.00 0.26 0.26 0.18 0.43 0.00 0.51 0.00 0.51 0.00 0.00 0.00 Volume/Cap; 0.00 0.75 0.75 0.75 0.23 0.00 0.75 0.00 0.48 0.00 0.00 0.00 Delay/Veh: 0.0 36.3 36.3 48.0 17.8 0.0 23.0 0.0 16.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 36.3 36.3 48.0 17.8 0.0 23.0 0.0 16.5 0.0 0.0 0.0 HCM2kAvg: 0 12 12 9 4 0 19 0 9 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -369 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 39-1 ----------------------------------~~~~---------------~-------------------------- San Bernardino General Plan Update 2030 Condit ions PM Peak ------------------------~--------------------~-----~-~----------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WB Ramps ******************************************************************************** Cycle (sec): 100 Critical Vo1./Cap. (X): 1.088 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 57.0 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1------. --------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 450 1229 0 0 491 783 0 0 0 140 0 710 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 450 1229 0 0 491 783 0 0 0 140 0 710 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 450 1229 0 0 491 783 0 0 0 140 0 710 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 450 1229 0 0 491 783 0 0 0 140 0 710 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 450 1229 0 0 491 783 0 0 0 140 0 710 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 450 1229 0 0 491 783 0 0 0 140 0 710 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1900 3800 0 0 3800 1900 0 0 0 1900 0 1900 ------------1---------------1 1---------------1 1---------------1 1--------------- I Capacity Analysis Module: Vol/Sat: 0.24 0.32 0.00 0.00 0.13 0.41 0.00 0.00 0.00 0.07 0.00 0.37 Crit Moves: **** **** **** Green/Cycle: 0.22 0.60 0.00 0.00 0.38 0.38 0.00 0.00 0.00 0.34 0.00 0.34 Volume/Cap: 1.09 0.54 0.00 0.00 0.34 1.09 0.00 0.00 0.00 0.21 0.00 1.09 Delay/Veh: 109.1 12.3 0.0 0.0 22.3 91.0 0.0 0.0 0.0 23.4 0.0 94.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 109.1 12.3 0.0 0.0 22.3 91.0 0.0 0.0 0.0 23.4 0.0 94.3 HCM2kAvg; 23 11 0 0 5 36 0 0 0 3 0 33 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -370 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 40-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #42 Sierra Way @ 40th Street **********************~********************************************************* Cycle (sec): 100 Critical vol./Cap. (Xl: 0.920 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 34.6 Optimal Cycle: 107 Level Of Service: C ******************************************************************************** Sierra Way 40th Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 -------------1 ---------------11---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 378 1188 321 254 879 313 386 767 321 151 745 262 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 378 1188 321 254 879 313 386 767 321 151 745 262 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 378 1188 321 254 879 313 386 767 321 151 745 262 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 378 1188 321 254 879 313 386 767 321 151 745 262 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 378 1188 321 254 879 313 386 767 321 151 745 262 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 378 1188 321 254 879 313 386 767 321 151 745 262 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.57 0.43 1.00 1.47 0.53 1.00 1.41 0.59 1.00 1.48 0.52 Final Sat.: 1900 2992 808 1900 2802 998 1900 2679 1121 1900 2811 989 ------------1---------------1 I------~--------I 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.20 0.40 0.40 0.13 0.31 0.31 0.20 0.29 0.29 0.08 0.27 0.26 Crit Moves: **** Green/CYCle: 0.43 0.43 volume/cap: 0.46 0.92 Delay/Veh: 20.6 35.7 User DelAdj: 1.00 1.00 AdjDel/Veh: 20.6 35.7 HCM2kAvg: 8 26 Street Name: Approach: Movement: **** **** 0.43 0.92 35.7 1. 00 35.7 26 0.43 0.31 18.9 1. 00 18.9 5 0.43 0.73 25.2 1.00 25.2 16 0.43 0.73 25.2 1. 00 25.2 16 0.22 0.92 63.5 1. 00 63.5 16 0.41 0.70 26.0 1. 00 26.0 15 0.41 0.70 26.0 1. 00 26.0 15 0.10 0.79 64.2 1. 00 64.2 7 0.29 0.92 46.9 1. 00 46.9 19 0.29 0.92 46.9 1. 00 46.9 19 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-371 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 41-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #43 Waterman Avenue @ Hospitality Lane **k***************************************************************************** Cycle (see): 100 Critical Vol ./cap. (X): 0.762 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 33.4 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Waterman Avenue Hospitality Lane North Bound South Bound East Bound West Bound L T R L T R L T R L T R ----- --- --1---------------11---- ----------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 2 1 0 3 0 1 1 0 1 0 1 2 0 1 1 0 ------------1--------------- 11---------------11--------------- 11---------------1 Volume Module: 2030 PM Peak Base Vol: 483 970 765 171 971 305 288 252 449 446 585 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 483 970 765 171 971 305 288 252 449 446 585 190 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 483 970 765 171 971 305 288 252 449 446 585 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 483 970 765 171 971 305 288 252. 449 446 585 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 483 970 765 171 971 305 288 252 449 446 585 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 483 970 765 171 971 305 288 252 449 446 585 190 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 2.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.51 0.49 Final Sat.: 3800 3800 3800 1900 5700 1900 1900 1900 1900 3800 2868 932 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.26 0.20 0.09 0.17 0.16 0.15 0.13 0.24 0.12 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0,34 0.34 0.12 0.26 0.46 0.20 0.25 0.44 0.22 0.27 0.27 Volume/Cap: 0,66 0.76 0.60 0.76 0.66 0.35 0.76 0.54 0.54 0.54 0.76 0.76 Delay/Veh: 39.4 32.4 28.5 56.9 34.1 17.7 46.6 33.8 21.1 35.2 37.1 37.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.4 32.4 28.5 56.9 34.1 17.7 46.6 33.8 21.1 35.2 37.1 37.1 HCM2kAvg: 8 15 10 7 10 6 10 7 10 7 13 13 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-372 Future Base with project CoWed Dee 22, 2004 09:13:43 Page 42-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ************~******************************************************************* Intersection #44 Hospitality Lane @ Carnegie Drive ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.649 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Hospi tality Lane carnegie Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------) Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1--------------- II ---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 445 28 43 46 333 111 143 823 283 334 624 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 445 28 43 46 333 III 143 823 283 334 624 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 445 28 43 46 333 III 143 823 283 334 624 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Volume: 445 28 43 46 333 111 143 823 283 334 624 13 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 445 28 43 46 333 111 143 823 283 334 624 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 445 28 43 46 333 111 143 823 283 334 624 13 ------------1---------------1 1---------------1 1---------------1 I------~--------I Saturation Plow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 3800 1900 1900 1900 3800 1900 1900 3800 1900 1900 3722 78 ------------1---------------1 1---------------1 1------- -------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.01 0.02 0.02 0.09 0.06 0.08 0.22 0.15 0.18 0.17 0.17 Crit Moves: **** **** **** **** Green/CYCle: 0.18 0.18 0.18 0.14 0.14 0.14 0.10 0.33 0.51 0.27 0.50 0.50 VOlume/Cap: 0.65 0.08 0.13 0.18 0.65 0.43 0.75 0.65 0.29 0.65 0.33 0.33 Delay/Veh: 40.1 34.1 34.5 38.7 43.9 40.9 59.3 29.5 14.0 35.2 14.8 14.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.1 34.1 34.5 38.7 43.9 40.9 59.3 29.5 14.0 35.2 14.8 14.8 HCM2kAvg: 7 1 1 1 6 4 6 11 5 10 6 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-373 Future Base with Project CoWed Dee 22, 2004 09:13:43 San Bernardino General Plan Update 2030 Conditions PM Peak Page 43-1 Level Of Service computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #45 Tippecanoe Avenue @ Rialto Avenue ******************************************************************************** Average Delay (sec/veh): 37.3 Worst Case Level Of Service: F[242.1] *****************************************************************~************** Street Name: Tippecanoe Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--------------- 11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------11--------------- I Volume Module: 2030 PM Peak Base Vol: 103 976 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 103 976 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 103 976 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume, 103 976 0 Reduct Vol, 0 0 0 Final Vol.: 103 976 0 eritical Gap Module: eritical Gp: 4.1 xxxx == xxxxx xxxx xxxxx 6.8 =xx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 =xx == xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 854 xxxx xxxxx xxxx xxxx xxxxx 1522 xxxx 427 xxxx xxxx == Potent Cap.: 794 xxxx xxxxx xxxx xxxx xxxxx III xxxx 582 xxxx xxxx xxxxx Move Cap.: 794 xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 582 XXX){ xxxx == Volume/Cap: 0.13 xxxx xxxx xxxx xxxx xxxx 1.78 xxxx 0.29 xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module: Queue: 0 .4 xxxx xxxxx == xxxx == 14.4 xxxx 1.2 xxxxx xxxx == S topped De 1: 10. 2 xxxx xxxxx x.xxxx xxxx xxxxx 458. 9 xxxx 13 . 7 xxxxx xxxx xx.xxx LOS by Move: B * * * * * F * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: ==x == 242.1 =xxxx ApproachLOS : * * F * o 1. 00 o o o o 1.00 1. 00 o o o 801 1. 00 801 o o 801 1. 00 1. 00 801 o 801 53 1. 00 53 o o 53 1. 00 1. 00 53 o 53 178 1. 00 178 o o 178 1. 00 1. 00 178 o 178 o 1. 00 o o o o 1. 00 1. 00 o o o 169 1. 00 169 o o 169 1. 00 1. 00 169 o 169 o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-374 Future Base with project CoWed Dec 22, 2004 09:13:43 Page 44-1 -~~~-~-~-~---~-----------------------------------._~---------------~-------~~---- San Bernardino General Plan Update 2030 Conditions PM Peak ---------------~~~~---~~---~-------------------~~~-----------------~-------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave @ Harry Shepard Blvd ***************************************************************************-***** Cycle (see): 120 Critical Vol./eap. (X): 0.683 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 11.6 Optimal Cycle: 47 Level Of Service: B ******************************************************************************** Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 1! 0 0 1 0 1 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 0 1028 169 51 885 0 0 0 0 132 0 59 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.QO 1.00 1.00 1.00 Initial Bse: 0 1028 169 51 885 0 0 0 0 132 0 59 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1028 169 51 885 0 0 0 0 132 0 59 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1028 169 51 885 0 0 0 0 132 0 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1028 169 51 885 0 0 0 0 132 0 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1028 169 51 885 0 0 0 0 132 0 59 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 1900 1900 1900 1900 3800 0 0 1900 0 1900 1900 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.09 0.03 0.23 0.00 0.00 0.00 0.00 0.07 0.00 0.03 Crit Moves: **** **** **** Green/Cycle: 0.00 0.75 0.75 0.08 0.84 0.00 0.00 0.00 0.00 0.10 0.00 0.10 VOlume/Cap: 0.00 0.72 0.12 0.32 0.28 0.00 0.00 0.00 0.00 0.72 0.00 0.32 Delay/Veh: 0.0 9.7 4.0 53.0 2.1 0.0 0.0 0.0 0.0 65.4 0.0 51.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.7 4.0 53.0 2.1 0.0 0.0 0.0 0.0 65.4 0.0 51.5 HCM2kAvg: 0 21 2 2 4 0 0 0 0 6 0 2 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoe. Licensed to TRANS TECH , WALNUT, CA F -375 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 45~1 ~--~~------------------------------~ ---------~-~-----------~~--~-------------~- San Bernardino General Plan Update 2030 Conditions PM Peak -------------~~--~------------------------~----------------_._---~~---------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Tippecanoe Avenue @ 3rd Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.882 Loss Time (see): 8 (Y+R = 3 see) Average Delay (see/veh): 49.0 Optimal Cycle: 91 Level Of Service: D ******************************************************************************** Tippecanoe Avenue 3rd Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 I------------~--I 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 I-------~-------I 1---------------1 Volume Module: 2030 PM Peak Base Vol: 124 718 414 40 339 42 185 975 49 423 608 108 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 718 414 40 339 42 185 975 49 423 608 108 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 124 718 414 40 339 42 185 975 49 423 608 108 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 718 414 40 339 42 185 975 49 423 608 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 718 414 40 339 42 185 975 49 423 608 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 124 718 414 40 339 42 185 975 49 423 608 108 ------------I--~-~----------I I-~-------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.27 0.73 1.00 1.78 0.22 1.00 1.90 0.10 1.00 2.00 1.00 Final Sat.: 1900 2410 1390 1900 3381 419 1900 3618 182 1900 3800 1900 -~----------I---------------I 1---------------1 1---------------1 I------~-~------I Capacity Analysis Module: Vol/Sat: 0.07 0.30 0.30 0.02 0.10 0.10 0.10 0.27 0.27 0.22 0.16 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.31 0.31 0.10 0.31 0.31 0.10 0.28 0.28 0.23 0.41 0.41 Volume/Cap: 0.65 0.96 0.96 0.21 0.32 0.32 0.97 0.96 0.96 0.96 0.39 0.14 Delay/Veh: 51.2 52.1 52.1 41.9 26.7 26.7 102.3 54.8 54.8 71.5 20.8 18.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.2 52.1 52.1 41.9 26.7 26.7 102.3 54.8 54.8 71.5 20.8 18.5 HCM2kAvg: 5 23 23 1 5 5 10 21 20 18 7 2 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -376 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 46-1 San Bernardino General plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street ****~*************************************************************************** Cycle (sec): 100 Critical VOl./Cap. (X): 0.747 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 19.5 Optimal Cycle: 55 Level Of Service; B ******************************************************************************** Street Name: Tippecanoe Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 I----------~~--- I Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 -------~--~-I---------------I I----~----------I 1---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 580 1092 0 0 995 56 68 0 809 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 580 1092 0 0 995 56 68 0 809 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 580 1092 0 0 995 56 68 0 809 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 580 1092 0 0 995 56 68 0 809 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 580 1092 0 0 995 56 68 0 809 0 0 0 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 580 1092 0 0 995 56 68 0 809 0 0 0 ------------1---------------1 1---------------1 1---------------1 I-------------~-I Saturation Flow Module: Sat/Lane, 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1900 5700 0 1900 3800 1900 1900 1900 1900 1900 1900 0 ------------I-------~-------I I------------~--I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.31 0.19 0.00 0.00 0.26 0.03 0.04 0.00 0.43 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.41 Volume/Cap, 0.75 Delay/Veh: 29.2 User DelAdj: 1.00 AdjDel/Veh: 29.2 HCM2kAvg: 16 o **** **** 0.76 0.25 3.6 1.00 3.6 3 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.35 0.75 31.0 1. 00 31.0 15 0.51 0.06 12.3 1. 00 12.3 1 0.16 0.22 36.8 1. 00 36.8 2 0.00 0.00 0.0 1. 00 0.0 o 0.57 0.75 19.0 1. 00 19.0 20 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-377 Future Base with Project CoWed Dee 22, 2004 09:13:43 ----------------------------------~~~---------------------~--------------~------ Page 47-1 San Bernardino General Plan Update 2030 Conditions PM Peak --~~~--------------------------------~--~-------------------~-------------_._~--- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) **********************~*****************~*************************************** Intersection #49 Rancho Avenue @ 5th St/Foothill Blvd ******************************************************************************** Average Delay (sec/veh): 3533.7 Worst Case Level Of Service: F[10841.4 ******************************************************************************** Rancho Avenue 5th Street/Foothill Boulevard North Bound South Bound East Bound West Bound L T R L T R L T R L T R ----------- I ----------~---I 1---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------1---------------1 1---------------1 I-~-------------I 1---------------1 Volume Module: 2030 PM Peak Base Vol: 514 0 614 Growth Adj: 1.00 1.00 1.00 Initial Bse: 514 0 614 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 514 0 614 User Adj: 1.00 1.00 1.00 PHF Adj: 1. 00 1. 00 1. 00 PHF Volume: 514 0 614 Reduct Vol: 0 0 0 Final Vol.: 514 0 614 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 =xx xxxx xxxxx xxxxx XXX){ xxxxx 4.1 XXX)( xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx XXX){ xxxxx 2.2 xxxx xx.xxx ------------I~-----------~~~I 1---------------1 1---------------1 I-------~~------I capacity Module: Cnflict Vol: 2009 XXX){ 234 xxxx xxxx xxxxx XXX){ xx.xx xxxxx 908 xxxx xxxxx Potent Cap.: 53 xxxx 774 xxxx =xx xxxxx xxxx xxxx xxxxx 758 xxxx xxxxx Move Cap.: 21 xxxx 774 xxxx xxxx xxxxx XXX){ xxxx xxxxx 758 xxxx xxxxx Volume/Cap: 23.93 XXX){ 0.79 xxxx xxxx xxxx xxxx xxxx xxxx 0.73 xxxx xxxx ------------1---------------1 I----------~----I I----~----------I 1---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 . 4 xxxx xxxxx Stopped De 1 : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 21 . 3 xxxx xxxxx LOS by Move: * * * * * * * * * C * * Movement: LT - LTR RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 46 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue :xxxxx 138 =xx xxxxx xxxx =xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:=xx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproaehDel : xxxxxx XXXXXX xxxxxx xxxxxx ApproachLOS: F * * * Street Name: Approach: Movement: o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 468 1. 00 468 o o 468 1. 00 1. 00 468 o 468 440 1. 00 440 o o 440 1. 00 1. 00 440 o 440 551 1. 00 551 o o 551 1. 00 1. 00 551 o 551 877 1. 00 877 o o 877 1. 00 1. 00 877 o 877 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -378 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 48-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Interseetion #50 Mount Vernon Avenue @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical Vol. leap. (X), 0.799 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 35.1 Optimal Cycle: 65 Level Of Service: D ******************************************************************************** Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---~~-------I---------------I I~~-------------I 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 185 831 288 170 569 77 90 717 135 315 743 277 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 185 831 288 170 569 77 90 717 135 315 743 277 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 185 831 288 170 569 77 90 717 135 315 743 277 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 195 875 303 179 599 81 95 755 142 332 782 292 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 195 875 303 179 599 81 95 755 142 332 782 292 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 195 875 303 179 599 81 95 755 142 332 782 292 ------------I--~-~--------~-I I--~-~---~~--~--I I---------~-----I 1---------------1 Saturation Flow Module; Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.76 0.24 1.00 1.68 0.32 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 3347 453 1900 3198 602 1900 3800 1900 ------------ 1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.23 0.16 0.09 0.18 0.18 0.05 0.24 0.24 0.17 0.21 0.15 Crit Moves: **** Green/Cycle: 0.15 0.29 Volume/Cap: 0.69 0.80 Delay/Veh: 47.7 37.1 User DelAdj: 1.00 1.00 AdjDel/Veh: 47.7 37.1 HCM2kAvg: 7 14 **** **** **** 0.29 0.55 31.4 1.00 31.4 8 0.12 0.80 61.0 1. 00 61.0 8 0.26 0.69 35.7 1. 00 35.7 11 0.26 0.69 35.7 1. 00 35.7 11 0.10 0.50 44.7 1. 00 44.7 3 0.30 0.80 36.6 1. 00 36.6 15 0.30 0.80 36.6 1. 00 36.6 15 0.22 0.80 47.5 1. 00 47.5 12 0.41 0.50 21. 9 1. 00 21.9 9 0.41 0.37 20.6 1. 00 20.6 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F -379 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 49-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) **********************************************************w********************* Intersection #51 Mountain View Ave @ San Bernardino Ave ******************************************************************************** Cycle (sec): 100 Critical Vo1./Cap. (X): 2.440 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 308.8 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Street Name: Mountain View Ave San Bernardino Ave Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------11--------------- 1[---------------1 Control: Stop Sign Stop sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 I---~-----------I Volume Module: 2030 PM Peak Base Vol: 325 119 296 221 288 22 23 805 372 276 717 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 325 119 296 221 288 22 23 805 372 276 717 126 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 325 119 296 221 288 22 23 805 372 276 717 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 325 119 296 221 288 22 23 805 372 276 717 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 119 296 221 288 22 23 805 372 276 717 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 325 119 296 221 288 22 23 805 372 276 717 126 ----------~-I~--------------I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.73 0.27 1.00 0.43 0.57 1.00 1.00 1.00 1.00 0.49 1.28 0.23 Final Sat.: 260 95 398 143 187 355 314 330 353 180 479 85 ------------1---------------1 1---------------1 1----~--~-------1 1---------------1 Capacity Analysis Module: Vol/Sat: 1.25 1.25 0.74 1.54 1.54 0.06 0.07 2.44 1.06 1.54 1.50 1.47 Crit Moves: **** **** **** **** Delay!Veh: 162.3 162 33.8 286.1 286 13.4 15.0 680 96.1 279.8 263 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 162.3 162 33.8 286.1 286 13.4 15.0 680 96.1 279.8 263 LOS by Move: F F D F F B C F F F F ApproachDel: 110.9 274.8 486.0 265.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 110.9 274.8 486.0 265.8 LOS by Appr: F F F F ******************************************************************************** o 251.8 1. 00 251.8 F Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -380 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 50-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 110 Critical Vol./Cap. (X), 0.598 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 31.7 Optimal Cycle; 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I--------~---~--I 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Inelude Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11--------------- 11--------------- 1 Volume Module: 2030 PM Peak Base Vol: 227 519 247 107 367 298 367 431 181 160 748 143 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 227 519 247 107 367 298 367 431 181 160 748 143 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 227 519 247 107 367 298 367 431 181 160 748 143 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 227 519 247 107 367 298 367 431 181 160 748 143 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 227 519 247 107 367 298 367 431 181 160 748 143 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 227 519 247 107 367 298 367 431 181 160 748 143 ------------[---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane; 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.10 0.90 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 1900 2097 1703 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.12 0.14 0.13 0.06 0.17 0.18 0.19 0.11 0.10 0.08 0.20 0.08 Crit Moves: **** **** **** Green/Cycle: 0.29 0.29 0.29 0.29 0.29 0.29 0.32 0.56 0.56 0.09 0.33 0.33 VOlume/Cap: 0.41 0.47 0.44 0.19 0.60 0.60 0.60 0.20 0.17 0.93 0.60 0.23 Delay/Veh: 31.7 32.2 32.2 29.3 34.2 34.2 32.8 12.0 11.8 97.1 31.6 26.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 32.2 32.2 29.3 34.2 34.2 32.8 12.0 11.8 97.1 31.6 26.9 HCM2kAvg: 6 7 7 3 10 10 11 4 3 9 11 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -381 Future Base with Project CoWed Dec 22/ 2004 09:13:43 Page 51-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ***********************************~*************~****************************** Intersection #53 State Street @ Highland Avenue ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 4 (Y+R = 24 Critical Vol./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 0.510 16.3 B ******************************************************************************** Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------ -----1---------------1 I---~----------- 11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Inelude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 7 716 342 162 218 15 35 244 11 398 151 209 Growt~ Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 716 342 162 218 15 35 244 11 398 151 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 716 342 162 218 15 35 244 11 398 151 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 716 342 162 218 15 35 244 11 398 151 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 716 342 162 218 15 35 244 11 398 151 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Final Vol.: 7 716 342 162 218 15 35 244 11 398 151 209 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.01 1.35 0.64 0.82 1.10 0.08 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.; 25 2555 1220 1558 2097 144 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/sat, 0.28 0.28 0.28 0.10 0.10 0.10 0.02 0.06 0.01 0.21 0.04 0.11 Crit Moves: **** Green/Cycle: 0.55 0.55 volume/Cap: 0.51 0.51 Delay/Veh: 14.3 14.3 User DelAdj: 1.00 1.00 AdjDel/Veh: 14.3 14.3 HCM2kAvg: 13 10 **** 0.55 0.51 14.3 1. 00 14.3 10 0.55 0.19 11.4 1. 00 11.4 3 0.55 0.19 11.4 1. 00 11.4 3 0.55 0.19 11.4 1. 00 11.4 3 0.41 0.04 17.7 1. 00 17.7 1 0.41 0.16 18.6 1. 00 18.6 2 0.41 0.01 17.5 1. 00 17.5 o 0.41 0.51 22.5 1. 00 22.5 9 0.41 0.10 18.1 1. 00 18.1 1 0.41 0.27 19.7 1. 00 19.7 4 **********************************k********************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-382 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 52-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #54 Tippeeanoe Ave @ Hospitality Lane ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.505 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 24.5 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Tippecanoe Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------------------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ---- -------1---------------11--------------- 11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 208 725 130 167 992 234 361 327 185 139 250 138 Growth Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 725 130 167 992 234 361 327 185 139 250 138 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 208 725 130 167 992 234 361 327 185 139 250 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 208 725 130 167 992 234 361 327 185 139 250 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 725 130 167 992 234 361 327 185 139 250 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 208 725 130 167 992 234 361 327 185 139 250 138 ------------I-----------~---I 1------------- -I I---~-------~---I 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.54 0.46 1.00 2.43 0.57 1.00 1.00 1.00 0.36 0.64 1.00 Final Sat.: 3800 4833 867 1900 4612 1088 1900 1900 1900 679 1221 1900 ------------1---------------1 1---------------1 1---------------[ 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.15 0.15 0.09 0.22 0.22 0.19 0.17 0.10 0.20 0.20 0.07 Crit Moves: **** Green/Cycle: 0.11 Volume/Cap: 0.50 Delay/veh: 43.1 User DelAdj: 1.00 AdjDel/Veh: 43.1 HCM2kAvg: 4 **** **** 0.43 0.35 18.9 1. 00 18.9 6 0.43 0.35 18.9 1. 00 18.9 6 0.10 0.88 78.5 1. 00 78.5 8 0.43 0.50 21.2 1. 00 21.2 9 0.43 0.50 21.2 1. 00 21. 2 9 0.41 0.47 22.3 1. 00 22.3 8 0.41 0.42 21.7 1. 00 21. 7 7 0.41 0.24 19.7 1. 00 19.7 4 0.41 0.50 22.8 1. 00 22.8 9 0.41 0.50 22.8 1. 00 22.8 9 0.41 0.18 19.2 1. 00 19.2 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -383 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 53-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **********************************************************************~********* Intersection #55 Tippecanoe Ave @ San Bernardino Ave ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.863 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 48.1 Opt imal Cycl e; 88 Level Of Service: D ****************************~*************************************************** Street Name: Tippecanoe Avenue San Bernardino Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--- ------ ----11---------------11--------------- 11---------------1 Control: Prot+Pel.mit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 290 1075 195 306 1127 100 184 726 292 168 625 325 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 290 1075 195 306 1127 100 184 726 292 168 625 325 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 290 1075 195 306 1127 100 184 726 292 1G8 625 325 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 290 1075 195 306 1127 100 184 726 292 168 625 325 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 290 1075 195 306 1127 100 184 726 292 168 625 325 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 290 1075 195 306 1127 100 184 '726 292 168 625 325 ------------1---------------1 I----~ --~------I 1------ --------11--------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.43 0.57 1.00 1.32 0.68 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 2710 1090 1900 2500 1300 ------------1---------------1 1---------------1 1--------------- 11---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.28 0.10 0.16 0.30 0.05 0.10 0.27 0.27 0.09 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.33 0.33 0.19 0.34 0.34 0.12 0.31 0.31 0.10 0.30 0.30 volume/cap: 0.86 0.85 0.31 0.85 0.86 0.15 0.84 0.86 0.86 0.86 0.84 0.84 Delay/Veh: 67.9 43.2 30.1 64.6 42.9 27.4 76.1 45.7 45.7 83.5 45.2 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.9 43.2 30.1 64.6 42.9 27.4 76.1 45.7 45.7 83.5 45.2 45.2 HCM2kAvg: 13 21 5 14 22 2 9 20 20 9 19 19 ******************************************j************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -384 Future Base with project CoWed Dee 22, 2004 09:13:43 Page 54-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #57 Lena Road @ Mill Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.502 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec/veh): 22.6 Optimal Cycle; 34 Level Of Service: C ******************************************************************************** Street Name: Lena Road Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------------1------ -~------I 1-- ---~~-~-----I f-------------~-I 1---------------1 Volume Module: 2030 PM Peak Base Vol: 0 0 0 177 0 422 417 647 0 0 670 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 177 0 422 417 647 0 0 670 194 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 177 0 422 417 647 0 0 670 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 177 0 422 417 647 0 0 670 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 177 0 422 417 647 0 0 670 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 177 0 422 417 647 0 0 670 194 ------------[---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.33 0.67 Final Sat.: 0 0 0 1900 0 3800 1900 3800 0 0 4420 1280 ------------1---------------1 1---------------1 1---------------1 I~--------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.11 0.22 0.17 0.00 0.00 0.15 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.22 0.00 0.22 0.44 0.74 0.00 0.00 0.30 0.30 VOlume/Cap: 0.00 0.00 0.00 0.42 0.00 0.50 0.50 0.23 0.00 0.00 0.50 0.50 Delay/Veh: 0.0 0.0 0.0 34.1 0.0 34.6 20.8 4.2 0.0 0.0 29.0 29.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 0.0 0.0 34.1 0.0 34.6 20.8 4.2 0.0 0.0 29.0 29.0 HCM2kAvg: 0 0 0 5 0 6 9 3 0 0 8 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -385 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 55-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #58 Waterman Avenue @ Barton Road ******************************************************************************** Cycle (see): Loss Time (sec): Optimal Cycle: 100 6 (Y+R = 130 Critical Vol./Cap. (Xl: 3 see) Average Delay (sec/veh): Level Of Service: 0.972 31.7 C ******************************************************************************** Street Name: Waterm<:l.n Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I--~------------I 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 1r 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------I---------------! 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 0 0 0 393 0 455 301 1713 0 0 1961 312 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 393 0 455 301 1713 0 0 1961 312 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 393 0 455 301 1713 0 0 1961 312 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 393 0 455 301 1713 0 0 1961 312 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 393 0 455 301 1713 0 0 1961 312 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 393 0 455 301 1713 0 0 1961 312 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane; 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0,00 1.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 1,00 2.00 1.00 Final Sat.: 0 1900 0 3800 0 1900 1900 3800 0 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.24 0.16 0.45 0.00 0.00 0.52 0.16 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.16 0.69 0.00 0.00 0.53 0.53 Volume/Cap: 0.00 0.00 0.00 0.42 0.00 0.97 0.97 0.65 0.00 0.00 0.97 0.31 Delay/veh: 0.0 0.0 0.0 32.0 0.0 71.7 85.1 9.1 0.0 0.0 36.8 13.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 32.0 0.0 71.7 85.1 9.1 0.0 0.0 36.8 13.3 HCM2kAvg: 0 0 0 5 0 19 14 15 0 0 36 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F .386 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 56-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Interseetion #59 Boulder Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X); 0.658 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 29.3 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Street Name: Boulder Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --~---------I---------------I 1---------------1 1---------------1 1--------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 362 0 234 0 0 0 0 481 530 274 344 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 0 234 0 0 0 0 481 530 274 344 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 362 0 234 0 0 0 0 481 530 274 344 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 362 0 234 0 0 0 0 481 530 274 344 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 362 0 234 0 0 0 0 481 530 274 344 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 362 0 234 0 0 0 0 481 530 274 344 0 ------------I--------------~I I--~------------I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 1900 1900 1900 3800 0 1900 3800 1900 1900 3800 1900 ----~-------I---------------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.19 0.00 0.12 0.00 0.00 0.00 0.00 0.13 0.28 0.14 0.09 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.42 0.42 0.22 0.64 0.00 VOlume/Cap: 0.66 0.00 0.43 0.00 0.00 0.00 0.00 0.30 0.66 0.66 0.14 0.00 Delay/Veh: 40.3 0.0 35.0 0.0 0.0 0.0 0.0 22.9 29.6 46.5 8.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 0.0 35.0 0.0 0.0 0.0 0.0 22.9 29.6 46.5 8.4 0.0 HCM2kAvg: 12 0 7 0 0 0 0 6 16 10 2 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -387 Future Base with project CoWed Dee 22, 2004 09:13:43 Page 57-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road ******************************************************************************** Cyele (see): 120 Critical Vol./Cap. (X): 0.832 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 40.1 Optimal Cycle: 77 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1------------- II - ------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Inelude Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 349 1167 221 108 1143 61 104 747 287 182 719 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 349 1167 221 108 1143 61 104 747 287 182 719 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 349 1167 221 108 1143 61 104 747 287 182 719 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume; 349 1167 221 108 1143 61 104 747 287 182 719 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 349 1167 221 108 1143 61 104 747 287 182 719 61 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 349 1167 221 108 1143 61 104 747 287 182 719 61 ------------1---------------1 1---------------1 I---------~-----I I----~~---------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.; 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 I------------~--I capacity Analysis Module: Vol/Sat: 0.18 0.31 0.12 0.06 0.30 0.03 0.05 0.20 0.15 0.10 0.19 0.03 Crit Moves: **** **** *..** **** Green/Cycle: 0.22 0.50 0.50 0.08 0.36 0.36 0.08 0.24 0.24 0.12 0.27 0.27 Volume/Cap: 0.83 0.62 0.23 0.68 0.83 0.09 0.66 0.83 0.64 0.83 0.71 0.12 Delay/Veh: 57.9 22.4 17.2 65.0 39.5 25.3 63.0 50.3 44.3 74.9 42.0 33.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 22.4 17.2 65.0 39.5 25.3 63.0 50.3 44.3 74.9 42.0 33.3 HCM2kAvg: 15 16 4 5 21 1 5 15 10 9 13 2 *******************************************k************************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-388 Future Base with Project CoWed Dee 22, 2004 09:13:43 page 58-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street ******************************************************************************** Cycle (see): 120 Critical Vol. leap. (X): 0.839 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 47.4 Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Street Name: Del Rosa Avenue Third Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1 ----~---------I I--------~------I i---------------I 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 I------------~--I Volume Module: 2030 PM Peak Base Vol: 36 743 465 27 325 157 452 927 59 288 808 90 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 Initial Bse: 36 743 465 27 325 157 452 927 59 288 808 90 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 743 465 27 325 157 452 927 59 288 808 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume, 36 743 465 27 325 157 452 927 59 288 808 90 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 743 465 27 325 157 452 927 59 288 808 90 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 36 743 465 27 325 157 452 927 59 288 808 90 ------------l---------------II---------------II-~---~---------II-~-------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.23 0.77 1.00 1.35 0.65 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.; 1900 2337 1463 1900 2562 1238 1900 3800 1900 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module, Vol/Sat: 0.02 0.32 0.32 0.01 0.13 0.13 0.24 0.24 0.03 0.15 0.21 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.35 0.35 0.08 0.35 0.35 0.26 0.31 0.31 0.19 0.24 0.24 Volume/cap: 0.23 0.90 0.90 0.17 0.36 0.36 0.90 0.79 0.10 0.79 0.90 0.20 Delay/veh: 52.1 45.9 45.9 51.7 29.1 29.1 62.5 41.9 29.8 57.7 57.0 37.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.1 45.9 45.9 51.7 29.1 29.1 62.5 41.9 29.8 57.7 57.0 37.1 HCM2kAvg: 1 25 25 1 7 7 20 17 2 12 18 3 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-389 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 59-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Serviee Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.641 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 13.7 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Street Name: Waterman Avenue Vanderbilt Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I-----------~-~-I 1---------------1 1----------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Inelude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 11 0 0 1 1 0 0 1 ------------ 1---------------1 1---------------1 I---~-----------I I----~----------I Volume Module: 2030 PM Peak Base Vol: 0 1472 56 125 1410 0 0 0 0 37 0 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1472 56 125 1410 a 0 0 0 37 0 260 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1472 56 125 1410 0 0 0 0 37 0 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1472 56 125 1410 0 0 0 0 37 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1472 56 125 1410 0 0 0 0 37 0 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1472 56 125 1410 0 0 0 0 37 0 260 ------------1---------------11--------------- 1 I------------~-- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 Final Sat.: 1900 3800 1900 ~~--~--~- ~-I---~---~--- Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.03 0.07 0.25 0.00 0.00 0.00 0.00 0.01 0.00 0.14 Crit Moves: **** **** **** Green/Cycle: 0.00 0.60 0.60 0.10 0.71 0.00 0.00 0.00 0.00 0.21 0.00 0.21 Volume/Cap: 0.00 0.64 0.05 0.64 0.35 0.00 0.00 0.00 0.00 0.05 0.00 0.64 Delay/Veh: 0.0 13.4 8.1 50.2 5.8 0.0 0.0 0.0 0.0 31.3 0.0 39.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 13.4 8.1 50.2 5.8 0.0 0.0 0.0 0.0 31.3 0.0 39.3 HCM2kAvg: 0 15 1 5 6 0 0 0 0 0 0 8 ******************************************************************************** 1900 1900 1900 1900 1900 1900 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 0.00 0.00 1.00 0.00 2.00 0.00 1.00 1900 5700 0 0 1900 0 3800 0 1900 __II___u~_u_u~ _II ~________U_u~ 11- _u_u_______1 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -390 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 60-1 San Bernardino General Plan update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #64 Waterman Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 120 8 (Y+R = 51 Critical Vol. /cap. (x): 3 sec) Average Delay (sec/veh): Level Of Service: 0.707 40.0 D ******************************************************************************** Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 - - ---~---- 1---------------11---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Sase Vol: 246 704 184 204 500 123 228 727 286 172 708 231 Growth Adj: ~..OO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 246 704 184 204 500 123 228 727 286 172 708 231 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 246 704 184 204 500 123 228 727 286 172 708 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 246 704 184 204 500 123 228 727 286 172 708 231 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 246 704 184 204 500 123 228 727 286 172 708 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 246 704 184 204 500 123 228 727 286 172 708 231 ------------1---------------1 I-----------~---I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.51 0.49 Final Sat.: 1900 3800 1900 1900 3800 1900 1900 3800 1900 1900 2865 935 --------~--~I---------------I 1---------------11---------------11---------------1 Capaeity Analysis Module: Vol/Sat: 0.13 0.19 0.10 0.11 0.13 0.06 0.12 0.19 0.15 0.09 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.26 0.26 0.15 0.21 0.21 0.17 0.35 0.35 0.17 0.35 0.35 VOlume/Cap: 0.63 0.71 0.37 0.71 0.63 0.31 0.71 0.54 0.43 0.54 0.71 0.71 Delay/Veh: 46.8 42.5 36.6 56.2 44.9 40.6 54.0 31.6 30.0 47.7 35.5 35.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 42.5 36.6 56.2 44.9 40.6 54.0 31.6 30.0 47.7 35.5 35.5 HCM2kAvg: 9 13 6 8 9 4 9 11 8 6 16 16 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -391 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 61-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #65 E Street @ Orange Show Road ****k*************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.945 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 49.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Street Name: E St reet Orange Show Road Approach; North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ----~-------I---------~-----I I------------~--i 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include ovl Min. Green; 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 933 600 195 157 665 413 520 948 528 279 937 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 933 600 195 157 665 413 520 948 528 279 937 117 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 933 600 195 157 665 413 520 948 528 279 937 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 933 600 195 157 665 413 520 948 528 279 937 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 933 600 195 157 665 413 520 948 528 279 937 117 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 933 600 195 157 665 413 520 948 528 279 937 117 ------------1---------------1 1---------------1 1------- -------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.51 0.49 2.00 2.00 1.00 2.00 1.28 0.72 2.00 2.00 1.00 Final Sat.: 3800 2868 932 3800 3800 1900 3800 2441 1359 3800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.25 0.21 0.21 0.04 0.17 0.22 0.14 0.39 0.39 0.07 0.25 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.36 0.36 0.08 0.18 0.36 0.18 0.41 0.41 0.08 0.32 0.40 volume/Cap: 0.95 0.58 0.58 0.50 0.95 0.61 0.78 0.95 0.95 0.88 0.78 0.15 Delay/Veh: 62.0 31.9 31.9 53.8 71.3 33.0 53.2 47.5 47.5 78.1 40.6 23.2 User DelAdj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.0 31.9 31.9 53.8 71.3 33.0 53.2 47.5 47.5 78.1 40.6 23.2 HCM2kAvg: 22 12 12 3 16 13 11 31 31 8 17 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-392 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 62~1 San Bernardino General plan Update 2030 conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #66 E Street @ 2nd Street *******************************************************************~************ Cycle (sec): 110 critical Vol./cap. (xl: 0.816 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/vehl: 40.3 Optimal Cycle: 71 Level Of Service: D ******************************************************************************** Stre",t Name: E Street 2nd Street Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---------------------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1 -------~--~~---I Volume Module: 2030 PM Peak Base Vol: 273 597 125 41 533 318 354 873 178 99 1298 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 273 597 125 41 533 318 354 873 178 99 1298 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 273 597 125 41 533 318 354 873 178 99 1298 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 273 597 125 41 533 318 354 873 178 99 1298 40 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 597 125 41 533 318 354 873 178 99 1298 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 273 597 125 41 533 318 354 873 178 99 1298 40 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.66 0.34 1.00 2.91 0.09 Final Sat.: 1900 1900 1900 1900 3800 1900 1900 3156 644 1900 5530 170 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.31 0.07 0.02 0.14 0.17 0.19 0.28 0.28 0.05 0.23 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.36 0.36 0.09 0.22 0.43 0.21 0.39 0.39 0.09 0.27 0.27 Volume/Cap: 0.63 0.88 0.18 0.24 0.63 0.39 0.88 0.71 0.71 0.57 0.88 0.88 Delay/Veh: 41.5 45.7 24.4 47.2 40.4 21.5 61.3 30.1 30.1 52.6 44.8 44.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 45.7 24.4 47.2 40.4 21.5 61.3 30.1 30.1 52.6 44.8 44.8 HCM2kAvg: 9 22 3 1 9 7 15 16 16 4 18 18 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -393 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 63-1 San Bernardino General plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #67 State Street @ Baseline Street ****************************************************************************j*** Cycle (see): 100 Critical Vol. /Cap. (X): 0.560 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 19.2 Optimal Cycle: 36 Level Of Serviee: B ******************************************************************************** Street Name: State Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---- ------~I-~-------------I 1---------------1 1---------------1 1---------------1 Control: Protected Proteeted Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 I~~----~--------I Volume Module: 2030 PM Peak Base Vol: 309 0 346 0 0 0 0 508 302 287 889 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 309 0 346 0 0 0 0 508 302 287 889 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 309 0 346 0 0 0 0 508 302 287 889 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 309 0 346 0 0 0 0 508 302 287 889 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 309 0 346 0 0 0 0 508 302 287 889 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 309 0 346 0 0 0 0 508 302 287 889 0 ------------1-------- --~-~-I I-~-------------I 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.25 0.75 1.00 2.00 0.00 Final Sat.: 1900 0 1900 0 0 0 0 2383 1417 1900 3800 0 ------------I--------~~-~---I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.16 0.00 0.18 0.00 0.00 0.00 0.00 0.21 0.21 0.15 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.56 0.00 0.00 0.00 0.00 0.38 0.38 0.27 0.65 0.00 volume/Cap: 0.56 0.00 0.33 0.00 0.00 0.00 0.00 0.56 0.56 0.56 0.36 0.00 Delay/Veh: 31.4 0.0 12.0 0.0 0.0 0.0 0.0 24.9 24.9 32.8 8.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.4 0.0 12.0 0.0 0.0 0.0 0.0 24.9 24.9 32.8 8.1 0.0 HCM2kAvg: 9 0 6 0 0 0 0 10 10 8 6 0 *****************************k***~********************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-394 Future Base with projeet CoWed Dec 22, 2004 09:13:43 Page 64-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ****~*************************************************************************** Intersection #68 Kendall Drive @ 40th Street ******************************************************************************** Cycle (see): 120 Critical Vol./Cap. (X): 0.542 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 18.2 Optimal Cycle: 38 Level Of Service: B ****************************************************************************~*** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1--------------- 11--------------- 1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base vol: 0 578 12 600 474 0 0 0 0 18 0 468 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 578 12 600 474 0 0 0 0 18 0 468 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 578 12 600 474 0 0 0 0 18 0 468 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 608 13 632 499 0 0 0 0 19 0 493 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 608 13 632 499 0 0 0 0 19 0 493 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol,: 0 608 13 632 499 0 0 0 0 19 0 493 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 2.00 0.00 1.00 1.00 1.00 Final Sat.: 1900 3723 77 1900 3800 1900 1900 3800 0 1900 1900 1900 ------~~--~-I~-~--~---------I 1---------------1 1--------------- 11--------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.16 0.16 0.33 0.13 0.00 0.00 0.00 0,00 0.01 0.00 0.26 Crit Moves: **** **** **** Green/Cycle: 0.00 0.28 0.28 0.57 0.85 0.00 0.00 0.00 0,00 0.08 0.00 0.65 Volume/Cap: 0.00 0.58 0.58 0.58 0.15 0.00 0.00 0.00 0.00 0.12 0.00 0.40 Delay/Veh: 0.0 38.0 38.0 17.4 1.6 0.0 0.0 0.0 0.0 51.3 0.0 10.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 38.0 38.0 17.4 1.6 0.0 0.0 0.0 0.0 51.3 0.0 10.0 HCM2kAvg: 0 10 10 IS 2 0 0 0 0 1 0 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-395 Future Base with project CoWed Dec 22, 2004 09:13:43 Page 65-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Comput~tion Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Interseetion #69 Mount Vernon Avenue @ Baseline Street ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 6 (Y+R = 36 Critical Vol./Cap. (X): 3 see) Average Delay (sec/veh): Level Of Service: 0.531 22.8 C ******************************************************************************** Street Name: Mount Vernon Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 1 I-~~-----~------I I---------~-----I 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 I--------------~I Volume Module: 2030 PM Peak Base Vol: 217 746 107 178 429 155 118 777 121 73 776 103 Growth Adj: 1.00 1.00 1.00 J .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 217 746 107 178 429 155 118 777 121 73 776 103 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 217 746 107 178 429 155 118 777 121 73 776 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad]: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 217 746 107 178 429 155 118 777 121 73 776 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 217 746 107 178 429 155 118 777 121 73 776 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 217 746 107 178 429 155 118 777 121 73 776 103 ------------1---------------1 1---------------1 1---------------1 I------~---~----I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.47 0.53 1.00 1.73 0.27 1.00 1.77 0.23 Final Sat.: 1900 3323 477 1900 2791 1009 1900 3288 512 1900 3355 445 ------------1---------------11---------- ----I I-----------~---I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.22 0.22 0.09 0.15 0.15 0.06 0.24 0.24 0.04 0.23 0.23 Crit Moves: **** Green/Cycle: 0.41 0.41 volume/Cap: 0.28 0.55 Delay/Veh: 19.9 22.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 19.9 22.9 HCM2kAvg: 4 10 **** **** 0.41 0.55 22.9 1.00 22.9 10 0.41 0.23 19.4 1. 00 19.4 4 0.41 0.38 20.8 1. 00 20.8 6 0.41 0.38 20.8 1. 00 20.8 6 0.10 0.62 49.4 1. 00 49.4 5 0.43 0.55 21. 6 1. 00 21.6 10 0.43 0.55 21.6 1. 00 21.6 10 0.10 0.38 4:3.4 1. 00 43.4 2 0.43 0.54 21.4 1. 00 21.4 10 0.43 0.54 21.4 1. 00 21.4 10 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-396 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 66~1 San Bernardino General Plan Update 2030 Conditions PM Peak Level of service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ***********************************x*****************k************************** Intersection #70 Waterman Avenue @ Mill Street *************************************************~****************************** Cycle (sec); 120 Critical voL/cap. (X): 0.889 Loss Time {sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 47.2 Optimal Cycle: 101 Level Of Service, D ****~*************************************************************************** Street Name: Waterman Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I--~-- ---~~~---I I----------~----I I~--------------I 1---------------1 Control: Protected Protected Protected Protected Rights: Include Inelude Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 228 1238 426 279 841 252 156 822 109 331 725 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.QO 1.00 1.00 1.00 Initial Bse: 228 1238 426 279 841 252 156 822 109 331 725 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 228 1238 426 279 841 252 156 822 109 331 725 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 1238 426 279 841 252 156 822 109 331 725 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 1238 426 279 841 252 156 822 109 331 725 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 228 1238 426 279 841 252 156 822 109 331 725 136 ------------1---------------1 1---------------1 1--------------- 11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.23 0.77 1.00 2.31 0.69 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1900 4241 1459 1900 4386 1314 1900 3800 1900 1900 3800 1900 -----------1---------------1 I--------~------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.29 0.29 0.15 0.19 0.19 0.08 0.22 0.06 0.17 0.19 0.07 Crit Moves: **** Green/CYCle: 0.19 0.33 Volume/Cap; 0.63 0.89 Delay/Veh: 48.3 43.9 User DelAdj: 1.00 1.00 AdjDel/Veh: 48.3 43.9 HCM2kAvg, 9 23 **** **** **** 0.33 0.89 43.9 1. 00 43.9 23 0.17 0.89 74.0 1. 00 74.0 13 0.30 0.63 36.7 1. 00 36.7 12 0.30 0.63 36.7 1. 00 36.7 12 0.08 0.99 121.8 1. 00 121.8 9 0.24 0.89 54.4 1. 00 54.4 18 0.24 0.24 36.7 1. 00 36.7 3 0.20 0.89 69.0 1. 00 69.0 15 0.36 0.54 31.2 1. 00 31.2 11 0.36 0.20 26.9 1. 00 26.9 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-397 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 67-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #71 E Street M 30th Street **************************************************~*************************~*** Cycle (sec): 100 Critical Vol.ICap. (X); 0.751 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 14.8 Optimal Cycle: 42 Level Of Service; B ******************************************************************************** Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 I---~-----------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------11-------------- i I-----~ --------11---------------1 Volume Module: 2030 PM Peak Base Vol: 54 1719 397 440 590 213 97 299 15 69 414 317 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 54 1719 397 440 590 213 97 299 15 69 414 317 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 1719 397 440 590 213 97 299 15 69 414 317 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 1719 397 440 590 213 97 299 15 69 414 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1719 397 440 590 213 97 299 15 69 414 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 54 1719 397 440 590 213 97 299 15 69 414 317 ------------1---------------11--------- -----11------- -------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.62 0.38 1.00 1.47 0.53 1.00 1.90 0.10 1.00 2.00 1.00 Final Sat.: 1900 3087 713 1900 2792 1008 1900 3618 182 1900 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.56 0.56 0.23 0.21 0.21 0.05 0.08 0.08 0.04 0.11 0.17 Crit Moves: **** **** Green/Cycle: 0.74 0.74 0.74 0.74 0.74 0.74 0.22 0.22 0.22 0.22 0.22 0.22 Volume/Cap: 0.04 0.75 0.75 0.31 0.29 0.29 0.23 0.37 0.37 0.16 0.49 0.75 Delay/veh: 3.5 8.9 8.9 4.6 4.4 4.4 32.2 33.3 33.3 31.6 34.5 43.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 3.5 8.9 8.9 4.6 4.4 4.4 32.2 33.3 33.3 31.6 34.5 43.9 HCM2kAvg: 0 20 20 5 4 4 3 4 4 2 6 11 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -398 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 68-1 San Bernardino General Plan Upd~te 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) *******************************************************************************~ Intersection #72 Ohio Avenue @ Palm Avenue *****************************************************************************~** Average Delay (sec/veh): 8.1 Worst Case Level Of service; A[ 9.3] ******************************************************************************** Street Name: Ohio Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movemen t ; L T R L T R L T R L T R --------------------------- 11---------------11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol; 2 1 0 Growth Adj: 1.00 1.00 1.00 Ini tial Bse; 2 1 0 Added Vol: 0 0 0 PasserByvol; 0 0 0 Initial Fut: 2 1 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume; 2 1 0 Reduct Vol: 0 0 0 Final Vol.: 2 1 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.S 6.2 xxxxx 6.5 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 xxxxx 4.0 3.3 ------------1---------------1 1---------------1 1---------------1 1----------------1 Capacity Module: Cnflict Vol: 20 xxxx xxxxx 1 xxxx xxxxx 33 17 0 xxxx 37 1 Potent Cap.: 1609 xxxx xxxxx 1635 xxxx xxxxx 980 881 0 xxxx 859 1090 Move Cap.: 1609 xxxx xxxxx 1635 xxxx xxxxx 949 877 0 xxxx 855 1090 volume/Cap: 0.00 xxxx xxxx 0.00 xxxx xxxx 0.04 0.08 0.00 xxxx 0.04 0.00 ------------1---------------1 I--------~~--~~-I I---------~-----I 1---------------1 Level Of Service Module: Queue: 0.0 xxxx xxxxx Stopped Del: 7.2 xxxx xxxxx LOS by Move: A * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx Shrd StpDel: 7.2 xxxx xxxxx Shared LOS: A * * ApproachDel: xxxxxx ApproachLOS: * 6 1. 00 6 o o 6 1. 00 1. 00 6 o 6 o 1. 00 o o o o 1. 00 1. 00 o o o 20 1. 00 20 o o 20 1. 00 1. 00 20 o 20 42 1. 00 42 o o 42 1. 00 1. 00 42 o 42 68 1. 00 68 o o 68 1. 00 1. 00 68 o 68 3 1. 00 3 o o 3 1. 00 1. 00 3 o 3 o 1. 00 o o o o 1. 00 1. 00 o o o 30 1. 00 30 o o 30 1. 00 1. 00 30 o 30 1 1. 00 1 o o 1 1. 00 1. 00 1 o 1 o . 0 xxxx xxxxx xxxxx xxxx 0 . 0 7 . 2 xxxx xxxxx xxxxx xxxx 0 . 0 A * * * * A LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx 903 xxxx xxxxx 0.0 xxxx xxxxx 0.4 xxxx xxxxx 7.2 xxxx xxxxx 9.S xxxx xxxxx A * * A * * xxxxx xxxx 0.0 xxxxx xxxx 8.3 * * A LT - LTR - RT 855 xxxx xxxxx o . 1 xxxx xxxxx 9 . 4 xxxx xxxxx A * * * 9.3 A xxxxxx 9.3 A Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -399 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 69-1 ---~---------~---~--~------------------~------------------------------~---~----- San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #73 Victoria Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 120 critical Vol./Cap. (X): 0.610 Loss Time (see): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.6 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Victoria Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ---- ------- I-------~-------I 1---------------1 1---------------1 I---------~-----I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 11 0 1 1 0 1 1 0 1 0 2 0 1 ----~-------I---------------I 1---------------1 1---------------1 1---------------1 Volume Module: 2030 PM Peak Base Vol: 256 161 245 103 65 61 119 944 165 179 G72 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 256 161 245 103 65 61 119 944 165 179 672 119 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 256 161 245 103 65 61 119 944 165 179 672 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 256 161 245 103 65 61 119 944 165 179 672 119 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 161 245 103 65 61 119 944 165 179 672 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 256 161 245 103 65 61 119 944 165 179 672 119 ------------1---------------1 1---------------1 I------------~-- II ---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 xxxx 1.00 1.00 1.70 0.30 1.00 2.00 1.00 Final Sat.: 1900 1900 1900 1900 xxxx 1900 1900 3235 565 1900 3800 1900 -----------~I-~-------------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.08 0.13 0.05 0.00 0.03 0.06 0.29 0.29 0.09 0.18 0.06 Crit Moves: **** **** Green/Cycle: 0.22 0.21 0.21 Volume/Cap: 0.62 0.40 0.61 Delay/Veh: 45.4 41.4 45.6 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 45.4 41.4 45.6 HCM2kAvg: 9 5 9 **** **** 0.09 0.61 59.0 1. 00 59.0 5 0.08 0.04 50.6 1. 00 50.6 o 0.08 0.39 53.6 1. 00 53.6 3 0.08 0.75 71.9 1. 00 71.9 6 0.48 0.61 23.6 1. 00 23.6 15 0.48 0.61 23.6 1. 00 23.6 15 0.15 0.61 51.1 1. 00 51.1 7 0.55 0.32 14.9 1. 00 14.9 7 0.55 0.11 13.0 1. 00 13.0 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -400 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 70-1 --------------------------~------------------------~~-~------------------------- San Bernardino General Plan Update 2030 Conditions PM Peak ---------------------~~~--------------------------------------------------~~---- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #74 Palm Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.665 Loss Time (sec) , 8 (Y+R = 3 see) Average Delay (sec/veh): 42.0 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 I----------~----] Control, Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------I---------------II---------------II------~--~-----II---------------I Volume Module: 2030 PM Peak Base Vol: 332 462 451 116 283 143 158 734 335 234 409 110 Growth Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse, 332 462 451 116 283 143 158 734 335 234 409 110 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 332 462 451 116 283 143 158 734 335 234 409 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 332 462 451 116 283 143 158 734 335 234 409 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 332 462 451 116 283 143 158 734 335 234 409 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 332 462 451 116 283 143 158 734 335 234 409 110 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.66 0.34 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3800 1900 1900 1900 1262 638 1900 3800 1900 1900 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.24 0.06 0.22 0.22 0.08 0.19 0.18 0.12 0.11 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.37 0.37 0.09 0.33 0.33 0.08 0.29 0.29 0.19 0.39 0.39 Volume/Cap: 0.68 0.66 0.65 0.66 0.68 0.68 1.00 0.66 0.61 0.66 0,27 0.15 Delay/Veh: 53,9 34.3 33.8 62.0 37.9 37.9 125.8 39.0 38.6 50.2 24.9 23.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.9 34.3 33.8 62.0 37.9 37.9 125.8 39.0 38.6 50.2 24.9 23.6 HCM2kAvg: 7 15 14 5 14 14 10 13 11 9 5 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F ~401 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 71-1 San Bernardino General Plan Update 2030 Conditions PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #75 SR-30 EB Ramps @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critical VOl./cap. (X): 0.625 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (see!veh): 20.8 Optimal Cycle: 29 Level Of Service: C ******************************************************************************** Street Name: SR- 3 0 EB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: split Phase split Phase Permitted permitted Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: >> Count Date: 1 Jan 2003 << 2030 PM Peak Base Vol: 0 0 0 1426 0 199 0 596 0 0 864 0 Growth Adj: 1.00 1.00 1.00 ~.OO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1426 0 199 0 596 0 0 864 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1426 0 199 0 596 0 0 864 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1426 0 199 0 596 0 0 864 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1426 0 199 0 596 0 0 864 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 1426 0 199 0 596 0 0 864 0 ------------1------------ --11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3800 0 3800 0 3800 0 0 3800 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.38 0.00 0.05 0.00 0.16 0.00 0.00 0.23 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.36 0.00 0.00 0.36 0.00 Volume/Cap: 0.00 0.00 0.00 0.63 0.00 0.09 0.00 0.43 0.00 0.00 0.63 0.00 Delay/Veh: 0.0 0.0 0.0 14.6 0.0 9.3 0.0 26.6 0.0 0.0 29.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.6 0.0 9.3 0.0 26.6 0.0 0.0 29.7 0.0 HCM2kAvg: 0 0 0 16 0 1 0 8 0 0 12 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -402 Future Base with Project CoWed Dee 22, 2004 09:13:43 Page 72-1 ----~-~------------~-----------------~~-------------------~~-------------------- San Bernardino General Plan Update 2030 Conditions PM Peak -----------------~----------------~-----------------------------~~-------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #76 SR-30 WE Ramps @ Highland Avenue ******************************************************************************** Cycle (see): 110 Critical Vol. /Cap. (xl: 0.562 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/vehl: 14.5 Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Street Name: SR- 30 WE Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I--------~------I 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 0 10 10 10 0 0 10 10 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------I---------------II---------~-----II---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 564 0 172 0 0 0 14 1455 0 0 1412 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 564 0 172 0 0 0 14 1455 0 0 1412 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 564 0 172 0 0 0 14 1455 0 0 1412 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 564 0 172 0 0 0 14 1455 0 0 1412 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 564 0 172 0 0 0 14 1455 0 01412 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 564 0 172 0 0 0 14 1455 0 0 1412 0 -----~------I---------------II---------------II---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 3800 0 1900 1900 0 1900 1900 3800 0 0 3800 0 - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - I capacity Analysis Module: Vol/Sat: 0.15 0.00 0.09 0.00 0.00 0.00 0.01 0.38 0.00 0.00 0.37 0.00 Crit Moves: **** **** Green/CYCle: 0.26 0.00 0.26 0.00 0.00 0.00 0.68 0.68 0.00 0.00 0.68 0.00 Volume/Cap: 0.56 0.00 0.34 0.00 0.00 0.00 0.01 0.56 0.00 0.00 0.55 0.00 Delay/Veh: 35.7 0.0 33.2 0.0 0.0 0.0 5.6 9.3 0.0 0.0 9.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.7 0.0 33.2 0.0 0.0 0.0 5.6 9.3 0.0 0.0 9.1 0.0 HCM2kAvg: 9 0 5 0 0 0 0 13 0 0 12 0 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -403 Future Base with Project CoWed Dec 22, 2004 09:13:43 Page 73-1 ----------------------~~---~--------~~-----------------------------------~~----- San Bernardino General Plan update 2030 Conditions PM Peak --------------------~---------------------~------------------------------------- Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #77 Arden Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap. (X): 0.892 Loss Time (see): 10 (Y+R = 3 sec) Average Delay (sec/veh): 46.1 Optimal Cycle: 110 Level Of Service: D ******************************************************************************** Street Name: Arden Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~-----------I---------------II---------------II---------------11---------------1 Control: protected Protected Protected protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 164 103 416 85 142 29 28 998 295 553 681 113 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 164 103 416 85 142 29 28 998 295 553 681 113 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 164 103 416 85 142 29 28 998 295 553 681 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 164 103 416 85 142 29 28 998 295 553 681 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 103 416 85 142 29 28 998 295 553 681 113 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 164 103 416 85 142 29 28 998 295 553 681 113 ------------1---------------11---------------11---------------11----------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.66 0.34 2.00 2.00 1.00 1.00 2.57 0.43 Final Sat.: 1900 1900 1900 1900 3156 644 3800 3800 1900 1900 4889 811 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.05 0.22 0.04 0.04 0.05 0.01 0.26 0.16 0.29 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.24 0.24 0.08 0.08 0.08 0.08 0.28 0.28 0.31 0.51 0.51 VOlume/Cap: 0.37 0.23 0.93 0.54 0.54 0.54 0.09 0.93 0.55 0.93 0.27 0.27 Delay/Veh: 38.8 37.1 66.6 56.4 54.7 54.7 50.9 55.2 37.7 60.6 16.5 16.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 38.8 37.1 66.6 56.4 54.7 54.7 50.9 55.2 37.7 60.6 16.5 16.5 HCM2kAvg: 5 3 19 4 4 4 1 22 10 24 5 5 **********************************************************************~********* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -404 Future Base with Project CoWed Dee 22, 2004 09,13:43 Page 74-1 ~------------------------~-~-------------------------~-------------------------- San Bernardino General Plan update 2030 Conditions PM Peak ~-----------------~--------------------------------------------------------~~--~ Level Of Serviee Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #78 Arden Avenue @ SR-30 WB Ramps ******************************************************************************** Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ 0.0] ******************************************************************************** Street Name: Arden Avenue SR~30 WE Ramps Approach: North Bound south Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 PM Peak Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Sse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Cri tical Gp: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx =xx xxxxx = xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx =xx xxxxx = xxxx xxxx.x ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx =xx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx = xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx x.xxx xxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Queue: xxxxx xxxx = xxxxx xxxx xxxxx xxxxx xxxx = xxxxx xxxx =xx Stopped Del:xxxxx xxxx = xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx =xx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx = xxx:x: xxxxx xxxxx xxxx xxxxx Shrd StpDel:= xxxx xxxxx xxx:x:x xxxx xxxxx xxxxx xxx:x: xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: = xx.xxxx xxxxxx = ApproachLOS : * * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 1499 1. 00 1499 o o 1499 1. 00 1. 00 1499 o 1499 o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 874 1. 00 874 o o 874 1.00 1.00 874 o 874 1692 1.00 1692 o o 1692 1.001.00 1692 o 1692 Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -405 Future Base with project CoWed Dec 22, 2004 09:13:43 Page 75-1 San Bernardino General Plan Update 2030 Conditions PM Peak -------------------~---~------------------------~--------~---------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 EB Ramps ******************************************************************************** Cycle (sec): 100 Critical vol./Cap. (X): 0.583 Loss Time (see): 4 (Y+R ~ 3 sec) Average Delay (sec/veh): 18.2 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Street Name: Arden Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1-------------- 11---------------11---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 AM Peak Base Vol: 0 993 437 348 654 0 0 0 0 0 0 0 Growth Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 993 437 348 654 0 0 0 0 0 0 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 993 437 348 654 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 993 437 348 654 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 993 437 348 654 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 993 437 348 654 0 0 0 0 0 0 0 ------------1---------------11---------------11------.~--------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 1.39 0.61 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 2639 1161 1900 3800 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.38 0.18 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.65 0.65 0.31 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.58 0.58 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 10.4 10.4 30.3 28.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.4 10.4 30.3 28.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 13 13 9 9 0 0 0 0 0 0 0 ******************************************************************************** F -406 Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-407 2030 Existing General Plan Tue Feb 1S, 200S 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Impact Analysis Report Level Of Service Intersection Base Del/ LOS Veh B 15.8 # 1 Pepper Avenue @ Rialto Avenue V/ C 0.525 # 2 Pepper Avenue @ Mill Street D 36.1 0.521 # 3 Meridian Avenue @ Rialto Avenu B 14.2 0.000 # 5 Northpark Boulevard @ Universi C 21.4 0.165 # 6 Kendall Drive @ University Par C 32.3 0.658 # 8 E Street @ Highland Avenue B 16.5 0.436 # 9 Hunts Lane @ E Street F OVRFL 0.000 # 11 Waterman Avenue @ Fifth Street D 35.4 0.682 # 12 E Street @ Baseline Street C 23.8 0.580 # 13 Arrowhead Avenue @ Baseline St B 12.3 0.401 # 14 Mount Vernon Avenue @ 2nd Stre C 20.4 0.448 # 15 Mount Vernon Avenue @ Rialto A B 16.9 0.415 # 17 Mount Vernon Avenue @ 5th Stre C 24.6 0.559 # 18 Waterman Avenue @ 30th Street F 97.9 1.134 # 19 Kendall Drive @ Palm Avenue C 20.1 0.177 # 20 Belmont Avenue @ palm Avenue A 8.9 0.301 # 21 Sierra Way @ 30th Street B 11.4 0.468 # 22 Del Rosa Avenue @ Baseline Str C 29.4 0.792 # 23 Waterman Avenue @ SR-30 EB Ram F 86.8 1.113 # 24 Leroy/SR-30 WB On Ramp @ 30th B 12.4 0.632 # 25 SR-30 WB Off Ramp @ 30th Stree F 350.4 0.000 # 26 Del Rosa Avenue @ Lynwood Driv B 18.2 0.618 # 27 Harrison Street @ 40th Street C 23.0 0.000 Page 2-1 Future De1/ V/ LOS Veh C B 15.8 0.525 Change in + 0.000 D/V D 36.1 0.521 + 0.000 D/V B 14.2 0.000 + 0.000 D/V C 21.4 0.155 + 0.000 D/V C 32.3 0.658 + 0.000 D/V B 16.5 0.436 + 0.000 D/V F OVRFL 0.000 + 0.000 D/V D 35.4 0.682 + 0.000 D/V C 23.8 0.580 + 0.000 D/V B 12.3 0.401 + 0.000 D/V C 20.4 0.448 + 0.000 D/V B 16.9 0.415 + 0.000 D/V C 24.6 0.559 + 0.000 D/V F 97.9 1.134 + 0.000 D/V C 20.1 0.177 + 0.000 D/V A .8.9 0.301 + 0.000 v/C B 11.4 0.468 + 0.000 D/V C 29.4 0.792 + 0.000 D/V F 86.8 1.113 + 0.000 D/V B 12.4 0.632 + 0.000 D/V F 350.4 0.000 + 0.000 D/V B 18.2 0.618 + 0.000 D/V C 23.0 0.000 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-408 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 2-2 -------------------------------------~-----------------------~------------------ City of San Bernardino 2030 Existing General Plan AM peak Intersection Base Del/ vi LOS Veh e # 28 Sterling Avenue @ Highland Ave C 31.0 0.436 Future Dell VI LOS Veh e e 31.0 0.436 Change in + 0.000 D/V # 29 Waterman Avenue @ Marshall Bou A 4.4 0.601 A 4.4 0.601 + O.OOO'D/V # 30 Waterman Avenue @ 36th Street D 33.1 0.000 D 33.1 0.000 + 0.000 D/V # 31 Sterling Avenue @ Lynwood Driv B 13.6 0.499 B 13.6 0.499 + 0.000 v/e # 32 Sterling Avenue @ Foothill Dri A 8.0 0.229 A 8.0 0.229 + 0.000 V/C # 33 Del Rosa Avenue @ Foothill Dri C 19.1 0.000 C 19.1 0.000 + 0.000 D/V # 3S Waterman Avenue @ 40th Street C 27.7 0.782 C 27.7 0.782 + 0.000 D/v # 36 Waterman Avenue @ 34th Street C 22.5 0.000 e 22.5 0.000 + 0.000 D/V # 37 Waterman Avenue @ parkdale Ave A 2.7 0.525 A 2.7 0.525 + 0.000 D/V # 39 Valencia Avenue @ 40th Street B 12.7 0.571 B 12.7 0.571 + 0.000 v/e # 40 Del Rosa Avenue @ SR-30 EB Ram C 28.5 0.681 C 28.5 0.681 + 0.000 D/V # 41 Del Rosa Avenue @ SR-30 WB Ram F 82.8 1.156 F 82.8 1.156 + 0.000 D/V - # 42 Sierra Way @ 40th Street E 72.5 1.090 E 72.5 1.090 + 0.000 D/V # 43 Waterman Avenue @ Hospitality C 32.1 0.553 C 32.1 0.553 + 0.000 D/V # 44 Hospitality Lane @ Carnegie Dr C 26.2 0.434 C 26.2 0.434 + 0.000 D/V # 45 Tippecanoe Avenue @ Rialto Ave D 25.5 0.000 D 25.5 0.000 + 0.000 D/V # 46 Tippecanoe Ave @ Harry Shepard A 3.4 0.389 A 3.4 0.389 + 0.000 D/V # 47 Tippecanoe Avenue @ 3rd Street C 31.0 0.589 C 31.0 0.589 + 0.000 D/V # 48 Tippecanoe Ave @ Mill Street C 29.2 0.807 C 29.2 0.807 + 0.000 D/V # 49 Rancho Avenue @ 5th StjFoothil F OVRFL 0.000 F OVRFL 0.000 + 0.000 D/V # 50 Mount Vernon Avenue @ Mill Str 0 37.6 0.663 D 37.6 0.663 + 0.000 DjV # 51 Mountain View Ave @ San Bernar F 96.9 1.249 F 96.9 1.249 + 0.000 V/C # 52 Mount Vernon Avenue @ Highland C 26.4 0.571 C 26.4 0.571 + 0.000 D/V # 53 State Street @ Highland Avenue B 15.3 0.404 B 15.3 0.404 + 0.000 DjV # 54 Tippecanoe Ave @ Hospitality L B 19.7 0.441 B 19.7 0.441 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-409 .2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 2-3 ------------------------------------~------------------------------------------- City of San Bernardino 2030 Existing General Plan AM Peak -~-~------------------------------------------~---~----------------------------- Intersection Base Del! vI LOS Veh C Future Del/ VI LOS Veh C Change in '# 55 Tippecanoe Ave @ San Bernardin C 34.7 0.675 C 34.7 0.675 + 0.000 D/v # 57 Lena Road @ Mill Street C 22.3 0.337 C 22.3 0.337 + 0.000 D/V # 58 Waterman Avenue @ Barton Road F 288.6 1.790 F 288.6 1.790 + 0.000 .D/V # 59 Boulder Avenue @ Highland Aven C 21.9 0.155 C 21.9 0.155 + 0.000 D!V # 60 Waterman Avenue @ Orange Show D 35.0 0.480 D 35.0 0.480 + 0.000 D/V # 61 Del Rosa Avenue @ Third Street D 38.2 0.693 D 38.2 0.693 + 0.000 D!V # 62 Waterman Avenue @ Vanderbilt W A 5.2 0.296 A 5.2 0.296 + 0.000 D/V # 64 Waterman Avenue @ Highland Ave D 35.8 0.587 D 35;8 0.587 + 0.000 D/v # 65 E Street @ Orange Show Road C 34.5 0.635 C 34.5 0.635 + 0.000 D/V # 66 E Street @ 2nd Street C 32.7 0.573 C 32.7 0.573 + 0.000 Dlv # 67 State Street @ Baseline Street C 21.1 0.561 C 21,1 0.561 + 0.000 D/V # 68 Kendall Drive @ 40th Street B 11.4 0.315 B 11.4 0.315 + 0.000 D/v # 69 Mount Vernon Avenue @ Baseline C 22.7 0.543 C 22.7 0.543 + 0.000 D/v # 70 Waterman Avenue @ Mill Street D 36.1 0.533 D 36.1 0.533 + 0.000 D/V # 71 E Street @ 30th Street B 15.5 0.436 B 15.5 0.436 + 0.000 D/V # 72 Ohio Avenue @ Palm Avenue B 10.4 0.000 B 10.4 0.000 + 0.000 D/v # 73 Victoria Avenue @ Highland Ave C 27.2 0.397 C ~7.2 0.397 + 0.000 D/v # 74 Palm Avenue @ Highland Avenue D 38.3 0.501 D 38.3 0.501 + 0.000 D/v # 75 SR-30 EB Ramps @ Highland Aven B 19.2 0.524 B 19.2 0.524 + 0.000 D/V # 76 SR-30 WB Ramps @ Highland Aven B 17.7 0.493 B 17.7 0.493 + 0.000 D/v # 77 Arden Avenue @ Highland Avenue C 33.4 0.566 C 33.4 0.566 + 0.000 DIV # 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 A 0.0 0.000 + 0.000 D/V # 79 Arden Avenue @ SR-30 EB Ramps B 16.4 0.424 B 16.4 0.424 + 0.000 D/V # 80 I Street @ 2nd Street A 5.2 0.238 A 5.2 0.238 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANS TECH , WALNUT, CA F-410 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Intersection Base Del/ vi LOS Veh C Future Dell V/ LOS Veh C Page 2-4 Change in Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-411 2030 Existing General Plan Tue Feb 15. 20G5 08:26:43 city of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Page 3-1 ******************************************************************************** Intersection #1 Pepper Avenue @ Rialto Avenue ******************************************************************************** Cycle (sec): Loss Time (sec): Optimal Cycle: 100 4 (Y+R = 24 Critical Vol./Cap. (X): 4 see) Average Delay (sec/veh): Level Of Service: 0.525 15.8 B ***************************~****************************,***********************~ Street Name: Pepper Avenue . Rialto Avenue Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 155 531 146 99 1014 62 79 420 138 116 141 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 155 531 146 99 1014 62 79 420 138 116 141 25 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 155 531 146 99 1014 62 79 420 138 116 141 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 531 146 99 1014 62 79 420 138 116 141 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 531 146 99 1014 62 79 420 138 116 141 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 155 531 146 99 1014 62 79 420 138 116 141 25 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 LOO 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.57 0.43 1.00 1.88 0.12 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1800 2981 819 1800 3581 219 1800 1900 1900 1800 1900 1900 ------------1---------------1 1---------------1 1---------------1 I--~------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.18 0.06 0.28 0.28 0.04 0.22 0.07 0.06 0.07 0.01 Crit Moves: Green/Cycle: volume/Cap: Delay/veh: User DelAdj: AdjDel/Veh: HCM2kAvg: 0.54 0.16 11.7 LOO 11.7 2 0.54 0.33 13 .0 1. 00 13.0 6 0.54 0.33 13 .0 LOO 13.0 6 0.54 0.10 11.3 1.00 11.3 1 0.54 0.53 15.1 1.00 15.1 11 **** 0.54 0.53 15.1 1. 00 15.1 10 **** 0.42 0.10 17.6 1. 00 17.6 1 0.42 0.53 22.2 1. 00 22.2 10 0.42 0.17 18.2 1. 00 18.2 3 0.42 0.15 18.0 1.00 18.0 2 0.42 0.18 18.2 1.00 18.2 3 0.42 0.03 17.0 1. 00 17.0 o ***********************************************************************.***~**** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT. CA F-412 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 4-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Pepper Avenue @ Mill Street ************************!*************************************k***************** Cycle (see): 120 Critical Vol./Cap. (X): 0.521 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 36.1 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Pepper Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------[ 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 51 450 . 71 177 859 201 241 537 146 169 373 166 Growth Adj: 1.00 1.00 i.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 450 71 177 859 201 241 537 146 169 373 166 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 450 71 177 859 201 241 537 146 169 373 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 450 71 177 859 201 241 537 146 169 373 166 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 450 71 177 859 201 241 537 146 169 373 166 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 51 450 71 177 859 201 241 537 146 169 373 166 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1,00, 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 [---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.12 0.04 0.10 0.23 0.11 0.13 0.14 0.08 0.09 0.10 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.27 0.27 0.23 0.42 0.42 0.25 0.26 0.26 0.17 0.18 0.18 Volume/Cap: 0.34 0.43 0.14 0.43 0.54 0.25 0.54 0.55 0.30 0.55 0.54 0.48 Delay/Veh: 53.2 36.1 32.9 40.4 26.5 22.8 40.4 39.0 36.1 47.5 45.4 45.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.2 36.1 32.9 40.4 26.5 22,8 40.4 39.0 36.1 47.5 45.4 45.0 HCM2kAvg: 2 7 2 6 12 5 8 9 4 6 7 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-413 2030 Existing General Plan Tue Feb 15, 2005 08:26,43 City of San Bernardino 2030 Existing General Plan AM Peak Page 5-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Average Delay (sec/veh): Intersection #3 Meridian Avenue @ Rialto Avenue ******************************************************************************** B[ 14.2] 0.5 Worst Case Level Of Service: ******************************************************************************** Street Name: Meridian Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control, Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 I! 0 0 0 0 I! 0 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 I---------------j 1---------------1 Volume Module: 2030 OLD GP AM Base Vol, 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Sse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj , 1. 00 1. 00 1. 00 PHF Adj: 1. 00 1. 00 1. 00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx XXXXX 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: xxxxx .x.xxx xxxxx 3.5.x.xxx 3.3 2.2 xxx:< xxxxx xxxx.x xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 972 xxxx 269 273 xxxx xxxxx = xxxx xxxxx Potent cap.: xxxx = xxxxx 282 xxxx 775 1302 = = xxxx XXX}( xxxxx Move Cap. : xxxx xxxx xxxxx 281 xxxx 775 13 02 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.05)(XXX 0.02 0.01 xxxx XXX:){ xxxx xxxx XXX:){ __ __"_ _ _ -- _ _ _ ] _ _ _ n _ n _ _ _ _ n II -- -- -- -- -- -- - -- II -- - -- - -- -.-- n - '-II - - - - u :.. -- u - - - - 1 Level Of Service Module: Queue: = xxxx = xxxxx XXX:){ xxxxx Stopped Del: xxxxx = = = = xxxxx LOS by Move: * * * * * * Movement: LT - LTR - RT LT - LTR - RT Shared Cap., xxxx 0 xxxxx = 425 xxxxx SharedQueue:= = xxxxx xxxxx 0.2 xxxxx Shrd S tpDe 1 : xxxxx xx:xx xxxx.x xxxxx 14. 2 xxxxx Shared LOS: * * * * B * ApproachDel: xxxxxx 14.2 ApproachLOS: * B 15 1. 00 15 o o 15 1.00 1.00 15 o 15 o 1. 00 o o o o 1. 00 1. 00 o o o 17 1.00 17 0: o 17 1. 00 1. 00 17 o 17 10 1. 00 10 o o 10 1. 00 1. 00 1.0 o 10 683 1. 00 683 o o 683 1. 00 1. 00 683 o 683 o 1. 00 o o o o 1. 00 1. 00 o o o * * o 1. 00 o o o o 1. 00 1. 00 o o o 265 1. 00 265 o o 265 1. 00 1. 00 265 o 265 8 1. 00 8 o o 8 1. 00 1. 00 8 o 8 o . 0 xxxx xxxxx xxxxx = xxxxx 7 . 8 x.xxx xxxxx xxxxx x.xxx xxxxx A * * * * * LT - LTR - RT LT - LTR - RT F-414 * * XXX)( xx.:xx = XXX)( XXX}( xxxxx xxxxx x.xxx xxxxx xxxxx XXX){ xxxxx xxxxx XXX:){ xxxxx xxxxx xxxx x.:xxxx * = xxxxxx * * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 6-1 City of San Be~na~dino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Northpark Boulevard @ Unive~sity Parkway ******************************************************************~************* Cycle (see): 120 Critical Vol./Cap. (X): 0.165 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/vehl: 21.4 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Street Name: Northpark Boulevard University Parkway Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Spli t Phase Spli t Phase Protected . protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base vol: 256 27 0 0 4 54 147 0 149 .0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 256 27 0 0 4 54 147 0 149 0 0 0 Added Vol; 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 256 27 0 0 4 54 147 0 149 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 256 27 0 0 4 54 147 0 149 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 27 0 0 4 54 147 0 149 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 25627 0 0 4 54147 0149 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1".00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 l~OO 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.07 0.01 0.00 0.00 0.00 0.03 0.08 0.00 0.08 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.37 0.37 0.00 0.00 0.15 0.15 0.42 0.00 0.79 0.00 0.00 0.00 VOlume/Cap: 0.19 0.02 0.00 0.00 0.01 0.19 0.19 0.00 0.10 0.00 0.00 0.00 Delay/veh: 26.0 24.3 0.0 0.0 43.8 45.3 22.1 0.0 3.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.0 24.3 0.0 0.0 43.8 45.3 22.1 0.0 3.0 0.0 0.0 0.0 HCM2kAvg: 3 0 0 0 0 2 3 0 1 0 0 0 ****************~*************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-415 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 7-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #6 Kendall Drive @ University Parkway ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.658 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 32.3 Optimal Cycle: 48 Level Of Service: C ***********************~******************************************************** Street Name: Kendall Drive University Parkway Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 537 198 16 45 356 599 103 252 246 4 276 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 198 16 45 356 599 103 252 246 4 276 32 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 537 198 16 45 356 599 103 252 246 4 276 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 537 198 16 45 356 599 103 252 246 4 276 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 537 198 16 45 356 599 103 252 246 4 276 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 537 198 16 45 356 599 103 252 246 4 276 32 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0.89 1.00 1.000.89 1.00. 1.00 0.95 1.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.69 0.31 Final Sat.: 34003BOO 1900 3400 3800 1900 3400 3800 1900 1800 5108 592 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.16 0.05 0.01 0.01 0.09 0.32 0.03 0.07 0.13 0.00 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.32 0.32 0.32 0.43 0.43 0.14 0.18 0.18 0.10 0.14 0.46 Volume/Cap: 0.73 0.16 0.03 0.04 0.22 0.73 0.22 0.38 0.73 0.02 0.39 0.12 Delay/Veh: 40.5 24.3 23.2 23.3 18.1 27.3 38.5 36.5 43.2 40.6 39.6 15.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.5 24.3 23.2 23.3 18.1 27.3 38.5 36.5 43.2 40.6 39.6 15.4 HCM2kAvg: 9 2 0 0 3 16 2 4 9 0 3 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-416 2030 Existing Gener-al Plan Tue Feb 15, 2005 08: 26 :'43 Page 8-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Oper-ations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 E Street @ Highland Avenue *************************************************~****************************** Cycle (see): 100 Critical vol./Cap. (x): 0.436 Loss Time (sec): 4 (Y+R = 3 see) Average Delay {sec/veh}: 16.5 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: E Street Highland Avenue Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: per-mitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 79 175 59 135 809 65 36 440 116 182 716 64 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 175 59 135 809 65 36 440 116 182 716 64 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 175 59 135 809 65 36 440 116 182 716 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 175 59 135 809 65 36 440 116 182 716 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 175 59 135 809 65 36 440 116 182 716 64 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 79 175 59 135 809 65 36 440 116 182 716 64 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module~ Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0,95 1.00.' 1.00 0.95 1.00 1.00 Lanes: 1.00 1.50 0.50 1.00 1.85 0.15 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 2842 958 1800 3517 283 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.06 0.08 0.23 0.23 0.02 0.12 0.06 0.10 0.19 0.03 Crit Moves: **** **** Green/CYCle: 0.53 0.53 0.53 0.53 0.53 0.53 0.43 0.43 0.43 0.43 0.43 0.43 VOlume/Cap: 0.08 0.12 0.12 0.14 0.44 0.44 0,05 0.27 0.14 0.23 0.44 0.08 Delay/Veh: 11.7 11.9 11.9 12.1 14.6 14.6 16.5 18.3 17.2 18.1 20.0 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 11.7 11.9 11.9 12.1 14.6 14.6 16.5 18.3 17.2 18.1 20.0 16.7 HCM2kAvg: 1 2 2 2 8 8 1 4 2 3 8 1 ******************************************************************************** Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -417 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 9-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hunts Lane @ E Street ********************************~*************************************~********* Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: -F{xxxxx] ******************************************************************************** Street Name: Hunts Lane E Street Approach: North Bound South Bound Eas.t Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------1--------- -----11---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 1239 288 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 1239 288 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1239 288 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 1239 288 0 Reduct Vol: 0 0 0 Final Vol.: 1239 288 0 Critical Gap Module, Critical Gp: 4.1)(XXX xxxxx xxxx:x ){XXX =xx 6.8 xxxx xxxxx x.xxxx xxxx xxxx:x FollowUpTim: 2.2.xxxx xxx.xx xxx.xx ){XXX xxx.xx 3.5 xxxx xxxxx xxx.xx xxxx xxxxx ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Module: Cnf 1 i ct Val, 641 xxxx xxxxx x.xxx xxxx xx.xxx 3097 XXX){ xxxxx xxxx XXX){ xxxxx Potent Cap.: 953 xxxx xxxxx xxx:< xxxx xx.xxx 9 xxxx xxxxx xxxx){XXX xxxxx Move Cap. : 953 xxxx xxx.xx xxxx xxxx xx.xxx 0 xxxx xxx.xx xxxx xxxx xxx.xx Vol ume/ Cap: 1. 30 XXX){ xxxx xxxx xxxx XXX){ xxxx xxxx XXX){ xxxx xxxx XXX){ ------------1---------------1 I~--------------I I-~-------~~----I 1---------------1 Level Of Service Module: Queue: 45 . 9 )(XXX xxxxx xxxx:x xxxx xx.xxx xx.xxx xxxx xxx.xx xxxxx ){XXX xxxxx S topped Del: 156 . 5 xxxx xxx.xx xxxx.x XXX){ xx.xxx x.xxxx xxxx xxxx:x x.xxxx xxxx xx.xxx LOS by Move: F * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Sha red Cap.: xxxx xxxx:xxxxx xxxx =xx xx.x.xx xxxx)(XXX xxxx:x xxxx){XXX xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxx.>: xxxxx xxxxx xxxx x.xxxx xx.xxx xxxx xxxxx Shrd S tpDe 1 : xxxxx xxxx x.xxxx xxxxx xxx.>: xxxxx xxxxx xxxx x.xxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * F * o 1. 00 '0 .0 o o 1. 00 1. 00 o o o 475 1. 00 475 o o 475 1. 00 1. 00 475 o 475 166 1. 00 166 o o 166 1. 00 1. 00 166 o 166 6 1. 00 6 o o 6 1. 00 1. 00 6 o 6 o 1. 00 o o o o 1. 00 1. 00 o o o 656 1. 00 656 o o 656 0.00 0.00oo o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1.00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling AsSOC. Licensed to TRANSTECH, WALNUT, CA F-418 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 page 10-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Waterman Avenue @ Fifth Street *****************************************************~************************** Cycle (see): 120 Critical vol./cap. (X): 0.682 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (see/veh): 35.4 Optimal cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------]---------------] 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 103 439 151 106 1263 165 61 543 120 148 808 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 439 151 106 1263 165 61 543 120 148 808 47 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 103 439 151 106 1263 165 61 543 120 148 808 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 439 151 106 1263 165 61 543 120 148 808 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 439 151 106 1263 165 61 543 120 148 808 47 peE Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 103 439 151 106 1263 165 61 543 120 148 808 47 ------------1---------------] 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.9S'1.00 1.00 0.9S i.oO i.oo Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.08 0.06 0.33 0.09 0.03 0.14 0.06 0.08 0.21 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.47 0.47 0.08 0.47 0.47 0.08 0.30 0.30 0.08 0.30 0.30 volume/Cap: 0.69 0.25 0.17 0.71 0.71 0.19 0.41 0.48 0.21 0.99 0.71 0.08 Delay/Veh: 66.0 19.3 18.6 67.9 26.8 18.7 54.0 34.7 31.6 124.2 39.6 30.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.0 19.3 18.6 67.9 26.8 18.7 54.0 34.7 31.6 124.2 39.6 30.3 HCM2kAvg: 5 5 3 5 19 3 3 8 3 9 14 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-419 2030 Existing General plan Tue Feb 15, 2005 08:26.43 Page 11-1 City of San Bernardino 2030 Existing General Plan AM peak -------------------------~--~---~---------------------------~------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E Street @ Baseline Street ***********************************************************+***************~***** Cycle (sec): 100 Critical Vol./eap. (X): 0.580 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 23.8 Optimal Cycle: 36 Level Of Service: C ******************************~~****!***************.**************************** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 80 248 91 89 839 98 25 685 116 83 879 87 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 248 91 89 839 98 25 685 116 83 879 87 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 80 248 91 89 839 98 25 685 116 83 879 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 248 91 89 839 98 25 685 116 83 879 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 248 91 89 839 98 25 685 116 83 879 87 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 80 248 91 89 839 98 25 685 116 83 879 87 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: .Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.0b 1.00 Lanes: 1.00 1.46 0.54 1.00 1.79 0.21 1.00 1.71 0.29 1.00 1.82 0.18 Final Sat., 1800 2780 1020 1800 3403 397 1800 3250 550 1800 3458 342 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.05 0.25 0.25 0.01 0.21 0.21 0.05 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.10 0.26 0.26 0.26 0.41 0.41 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.44 0.35 0.35 0.19 0.60 0.60 0.03 0.49 0.49 0.11 0.60 0.60 Delay/Veh: 44.1 30.5 30.5 29.3 23.5 23.5 16.7 21.1 21.1 17.3 22.7 22.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.1 30.5 30.5 29.3 23.5 23.5 16.7 21.1 21.1 17.3 22.7 22.7 HCM2kAvg: 3 4 4 2 12 12 0 9 9 2 12 12 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-420 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 12-1 --------------------~-------------------~--------------------------------------- City of San Bernardino 2030 Existing General plan AM Peak ----------~--------------------------------------------------------------------- Level Of serviee Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street ******************************************************************************** Cycle (see}: 100 critical Vol./Cap. (X): 0.401 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 12.3 Optimal Cycle: 26 Level Of Service: B ***************~**.************~***************~*****~**********~********~******* Street Name: Arrowhead Avenue Baseline Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 26 22 31 41 424 35 10 793 103 123 994 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 26 22 31 41 424 35 10 793 103 123 994 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 22 31 41 424 35 10 793 103 123 994 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 22 31 41 424 35 10 793 103 123 994 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 22 31 41 424 35 10 793 103 123 994 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 26 22 31 41 424 35 10 793 103 123 994 16 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1~OO 1.00 1.00 1.00 1.00 1.00 i.OO 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.77 0.23 1.00 1.97 0.03 Final Sat.: 1900 1900 1900 1900 3800 1900 1900 3363 437 1900 3740 60 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.02 0.02 0.11 0.02 0.01 0.24 0.24 0.06 0.27 0.27 Crit Moves: Green/Cycle: Volume/Cap: Delay/Veh; User DelAdj: AdjDel/veh: HCM2kAvg: ". **** **** 0.28 0.05 26.5 1. 00 26.5 1 0.28 0.04 26.4 1. 00 26.4 o 0.28 0.06 26.5 1. 00 26.5 1 0.28 0.08 26.7 1. 00 26.7 1 0.28 0.40 29.6 1. 00 29.6 5 0.28 0.07 26.6 1. 00 26.6 1 0.66 0.01 5.7 1. 00 5.7 o 0.66 0.36 7.6 1. 00 7.6 6 0.66 0.36 7.6 1. 00 7.6 6 0.66 0.10 6.1 1. 00 6.1 1 0.66 0.40 7.9 1. 00 7.9 7 0.66 0.40 7.9 1. 00 7.9 7 .******************************************************************************* Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -421 2030 Existing General Plan Tue Feb 15, 2005 08,26,43 Page 13-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method {Future Volume Alternative} ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street *******************~************************************************************ Cycle (see): 100 Critical Vol./Cap. '(X): 0.448 Loss Time (sec): 3 (Y+R = 4 see) Average Delay (sec/veh), 20.4 Optimal Cycle: 33 Level Of service: C ******************~*****************~**~******************~********************* Street Name, Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Split Phase split Phase Rights: Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 0 0 1! 0 0 0 1 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030-0LD GP AM Base Vol: 0 212 601 349 593 0 0 0 0 248 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse; 0 212 601 349 593 0 0 0 0 248 0 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 212 601 349 593 0 0 0 0 248 0 136 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj, 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 212 0 349 593 0 0 0 0 248 0 0 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 212 0 349 593 0 0 0 0 248 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol.: 0 212 0 349 593 0 0 0 0 248 0 0 ------------1--------- -----11---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00'1.00 1.00 Lanes, 0.00 2.00 1.00 0.74 1.26 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 0 3800 1900 1408 2392 0 0 1900 0 1900 1900 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0,00 0.06 0.00 0.25 0.25 0.00 0.00 0.00 0.00 0,13 0.00 0,00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.12 0.00 0.55 0.55 0.00 0.00 0.00 0.00 0.29 0.00 0.00 Volume/Cap: 0.00 0.45 0.00 0.45 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Delay/Veh: 0.0 41.3 0.0 13.4 13.4 0.0 0.0 0.0 0.0 29.4 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0,0 41.3 0.0 13.4 13.4 0.0 0.0 0.0 0.0 29.4 0.0 0.0 HCM2kAvg: 0 4 0 9 9 0 0 0 0 6 0 0 *************k****************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-422 2030 Existing General Plan Tue Feb IS, 2005 08:26:43 Page 14-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ****************************************************~*************************** Intersection #15 Mount Vernon Avenue @ Rialto Avenue *****************************************~*************************************~ Cycle (sec): 100 Critical Vol./eap. (X): 0.415 Loss Time (see): 4 (Y+R ~ 3 see) Average Delay (sec/veh): 16.9 Optimal Cycle: 24 Level Of Service: B *******************~******************~~**************************************** Street Name: Mount Vernon Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------1 I---------------J Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 55 347 10 44 604 194 455 355 149 9 58 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 347 10 44 604 194 455 355 149 9 58 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 347 10 44 604 194 455 355 149 9 58 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 347 10 44 604 194 455 355 149 9 58 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 347 10 44 604 194 455 355 149 9 58 15 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 55 347 10 44 604 194 455 355 149 9 58 15 ------------1---------------11---------------11------'---------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0~ 1.bo 1.001.00 1.00 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.00 1.41 0.59 1.00 1.59 0.41 Final Sat.: 1900 3694 106 1900 3800 1900 1900 2677 1123 1900 3019 781 ------------1---------------1 1---------------1 1---------------1 I-----~---------I Capacity Analysis Module: Vol/Sat: 0.03 0.09 0.09 0.02 0.16 0.10 0.24 0.13 0.13 0.00 0.02 0.02 Crit Moves: **** **** Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.58 0.58 0.58 0.58 0.58 0.58 Volume/Cap: 0.08 0.25 0.25 0.06 0.42 0.27 0.42 0.23 0.23 0.01 0.03 0.03 Delay/Veh: 19.6 21.1 21.1 19.5 22.8 21.4 12.0 10.4 10.4 9.0 9.1 9.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 19.6 21.1 21.1 19.5 22.8 21.4 12.0 10.4 10.4 9.0 9.1 9.1 HCM2kAvg: 1 4 3 1 7 4 8 4 4 0 0 0 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling ASSOC. Licensed to TRANSTECH, WALNUT. CA F -423 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 15-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Mount Vernon Avenue @ 5th Street ***x**********************************************************~***************** Cyeie (see): 100 Critical Vol./Cap. (X): 0.559 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (see/veh): 24.6 Optimal Cycle: 36 Level Of Service: C *************~***~************************~************************************* Street Name: Mount Vernon Avenue 5th Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 old gp am Base Vol: 55 258 34 98 717 77 155 869 109. 106 594 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 258 34 98 717 77 155 869 109 106 594 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 258 34 98 717 77 155 869 109, 106 594 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 258 34 98 717 77 155 869 109 106 594 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 258 34 98 717 77 155 869 109 106 594 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Final Vol.: 55 258 34 98 717 77 155 869 109 106 594 109 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 6.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1,DO 0.95 1.00 1.00 Lanes: 1.00 1.77 0.23 1.00 1.81 0.19 1.00 1.78 0.22 1.00 1.69 0.31 Final Sat.: 1800 3358 442 1800 3431 369 1800 3376 424 1800 3211 589 ------------1---------------1 1---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.03 0.08 0.08 0.05 0.21 0.21 0.09 0.26 0.26 0.06 0.19 0.18 Crit Moves: **** **** **** Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.10 0.46 0.46 0.11 0.47 0.47 VOlume/Cap: 0.08 0.21 0.21 0.15 0.56 0.56 0.86 0.56 0.56 0.56 0.40 0,40 DelayjVeh: 20.3 21.3 21.3 20.8 25.3 25.3 76.3 20.0 20.0 46.2 17.6 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 20.3 21.3 21.3 20.8 25.3 25.3 76.3 20.0 20.0 46.2 17.6 17.6 HCM2kAvg: 1 3 3 2 10 10 7 11 11 4 7 7 ******************************************************************************** Traffix 7.6.0715 (el 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-424 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 16-1 --------~-------------------------------------~~~~--------~--------------------- City of San Bernardino 2030 Existing General Plan AM Peak -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #lB Waterman Avenue @ 30th Street ************************w***********************************************~******* Cycle (see): 100 Critical Vol./Cap. (X): 1.134 Loss Time (sec): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 97.9 Optimal Cycle: 130 Level Of Service: F ***~*******************************~*******~******************~***************** Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------!---------------[ 1---------------1 1---------------1 1---------------1 Volume Module: 2030 old gp am Base Vol: 48 500 19 32 831 1262 59 185 225 134 543 928 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BS8: 48 500 19 32 831 1262 59 185 225 134 543 928 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 500 19 32 831 1262 59 185 225 134 543 928 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume, 48 500 19 32 831 1262 59 185 225 134 543 928 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 500 19 32 831 1262 59 185 225 134 543 928 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 48 500 19 32 831 1262 59 185 225 134 543 928 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 i.oO 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 0.79 1.21 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 1509 2291 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.01 0.02 0.55 0.55 0.03 0.05 0.12 0.07 0.14 0.49 Crit Moves: **** **** **** Green/CYCle: 0.10 0.45 0.45 0.10 0.45 0.45 0.39 0.39 0.39 0.39 0.39 0.39 Volume/cap: 0.27 0.30 0.02 0.18 1.24 1.24 0.08 0.12 0.30 0.19 0.36 1.24 Delay/veh: 42.4 17.8 15.6 41.7 140 139.7 19,0 19.3 21.0 19.9 21.5 148.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.4 17.8 15,6 41.7 140 139.7 19.0 19.3 21.0 19,9 21.5 148.3 HCM2kAvg: 2 5 0 1 59 58 1 2 5 3 6 52 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-425 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 17-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #19 Kendall Drive @ Palm Avenue ******************************************************************************** Cycle (sec}: 100 Critical Vol.ICap. (X): 0.177 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 20.1 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Kendall Drive Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 old gp AM Base VOl: 146 5 9 1 2 9 17 85 304 36 265 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 146 5 9 1 2 9 17 85 304 36 265 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial. Fut: 146 5 9 1 2 9 17 85 304 36 265 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 146 5 9 1 2 9 17 85 304 36 265 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 5 9 1 2 9 17 85 304 36 265 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 146 5 9 1 2 9 17 85 304 36 265 7 ------------I---------~-----I 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 3800 1900 1800 3702 98 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.16 0.02 0.07 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.38 0.24 0.24 0.24 0.10 0.10 0.10 0.22 0.60 0.22 0.34 0.34 Volume/Cap: 0.21 0.01 0.02 0.00 0.01 0.05 0.09 0.10 0.27 0.09 0.21 0.21 Delay/Veh: 20.9 28.9 28.9 28.8 40.6 40.8 41.1 31.3 9.6 31.2 23.7 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 28.9 28.9 28.8 40.6 40.8 41.1 31.3 9.6 31.2 23.7 23.7 HCM2kAvg: 3 0 0 0 0 0 1 1 4 1 3 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUTr CA F-426 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 18-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative} ******************************************************************************** Intersection #20 Belmont Avenue @ Palm Avenue *****************************************************************~************** Cycle (see): 100 critical Vol./Cap. (X}: 0.301 Loss Time (see): 0 (Y+R = 4 see) Average Delay (sec/vehl: 8.9 Optimal Cycle: 0 Level Of Service: A ******,**************************************~*~****************************~**** Street Name: Belmont Avenue Palm Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 30 0 11 0 0 0 0 78 3 4 226 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 11 0 0 0 0 78 3 4 226 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 0 11 0 0 0 0 78 3 4 226 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 11 0 0 0 0 78 3 4 226 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 11 0 0 0 0 78 3 4 226 0 PCE Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 30 0 11 0 0 0 0 78 3 4 226 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 1.00 1.00 o.bo 0.00 1.0~ 1.00 0.02 0.98 1~00 Final Sat.: 600 0 750 0 0 0 0 747 872 13 751 0 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 xxxx 0.01 xxxx xxxx xxxx xxxx 0.10 0.00 0.30 0.30 xxxx Crit Moves: **** **** **** Delay/Veh: 8.7 0.0 7.3 0.0 0.0 0.0 0.0 8.0 6.8 9.4 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.7 0.0 7.3 0.0 0.0 0.0 0.0 8.0 6.8 9.4 9.4 LOS by Move: A * A * * * * A A A A ApproachDel: 8.3 xxxxxx 8.0 9.4 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 8.3 xxxxxx 8.0 9.4 LOS by Appr: A * A A ***********************************************************~******************** o 0.0 l. 00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -427 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 19-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #21 Sierra Way @ 30th Street *************************************************~****************************** Cycle (sec): 100 Critical VOl./Cap. (X): 0.468 Loss Time (see): 4 (Y+R = 3 see) Average Delay (sec!veh): 11.4 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 37 63 57 176 683 313 ~7 171 65 29 142 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 63 57 176 683 313 17 171 65 29 142 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 63 57 176 683 31317 171 65 29 142 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 63 57 176 683 313 17 171 65 29 142 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 63 57 176 683 313 17 171 65 29 142 3 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 37 63 57 176 683 313 17 171 65 29 142 3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.000.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.96 0.04 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 1900 1900 1800 3721 79 ------------1---------------11--- -----------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.36 0.16 0.01 0.09 0.03 0.02 0.04 0.04 Crit Moves: **** **** Green/Cycle: 0.77 0.77 0.77 0.77 0.77 0.77 0.19 0.19 0.19 0.19 0.19 0.19 Volume/Cap: 0.03 0.04 0.04 0.13 0.47 0.21 0.05 0.47 0.18 0.08 0.20 0.20 Delay!Veh: 2.8 2.8 2.8 3.0 4.4 3.3 33.0 36.8 34.0 33.3 34.1 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 2.8 2.8 2.8 3.0 4.4 3.3 33.0 36.8 34.0 33.3 34.1 34.1 HCM2kAvg: 0 0 0 1 8 3 0 5 2 1 2 2 *******************************~************************************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -428 2030 Existing General plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Intersection Base Dell vi LOS Veh C # 33 Del Rosa Avenue @ Foothill Dri F 279.9 0.000 # 34 30th Street @ Lynwood Drive A 1.4 0.000 # 35 Waterman Avenue @ 40th Street D 36.9 0.917 # 36 Waterman Avenue @ 34th Street F 61.1 0.000 # 37 Waterman Avenue @ Parkdale Ave A 7.3 0.624 # 38 Valencia Avenue @ 30th Street A 3.9 0.215 # 39 Valencia Avenue @ 40th Street E 40.3 0.956 # 40 Del Rosa Avenue @ SR-30 EB Ram C 32.2 0.837 # 41 Del Rosa Avenue @ SR-30 WB Ram F 196.7 1.537 # 42 Sierra Way @ 40th Street C 32.6 0.881 # 45 Tippecanoe Avenue @ Rialto Ave F 190.3 0.000 # 46 Tippecanoe Ave @ Harry Shepard A 6.6 0.601 # 47 Tippecanoe Avenue @ 3rd Street D 44.6 0.853 # 48 Tippecanoe Ave @ Mill Street C 23.5 0.669 # 49 Rancho Avenue @ 5th St/Foothil F OVRFL 0.000 # 50 Mount Vernon Avenue @ Mill Str D 37.0 0.762 # 51 Mountain View Ave @ San Bernar F 339.5 2.460 # 52 Mount Vernon Avenue @ Highland C 25.8 0.680 # 53 State Street @ Highland Avenue B 16.4 0.557 # 54 Tippecanoe Ave @ Hospitality L C 26.8 0.509 # 55 Tippecanoe Ave @ San Bernardin E 60.1 0.998 # 57 Lena Road @ Mill Street C 21.5 0.565 # 58 Waterman Avenue @ Barton Road B 15.1 0.583 # 59 Boulder Avenue @ Highland Aven C 21.6 0.370 # 60 Waterman Avenue @ Orange Show D 41.6 0.838 Page 2-2 Future Del/ VI LOS Veh C F 279.9 0.000 Change in + 0.000 D/V A 1.4 0.000 + 0.000 DiY D 36.9 0.917 + 0.000 D/v F 61.1 0.000 + 0.000 D/V A 7.3 0.624 + 0.000 D/V A 3.9 0.215 + 0.000 D/V E 40.3 0.956 + 0.000 v/e C 32.2 0.837 + 0.000 D/v F 196.7 1.537 + 0.000 D/v C 32.6 0.881 + 0.000 DjV F 190.3 0.000 + 0.000 D/V A 6.6 0.601 + 0.000 D/v D 44.6 0.853 + 0.000 D/Y e 23.5 0.669 + 0.000 D/v F OVRFL 0.000 + 0.000 DjV D 37.0 0.762 + 0.000 DIV F 339.5 2.460 + 0.000 V/C C 25.8 0.680 + 0.000 D/V B 16.4 0.557 + 0.000 D/V C 26.8 0.509 + 0.000 D/Y E 60.1 0.998 + 0.000 D/V C 21.5 0.565 + 0.000 D/V B 15.1 0.583 + 0.000 D/V C 21.6 0.370 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA D 41.6 0.838 + 0.000 D/V F-429 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Intersection Base Dell vi LOS Veh C # 61 Del Rosa Avenue @ Third Street D 43.0 0.804 # 62 Waterman Avenue @ Vanderbilt W C 30.4 0.725 # 64 Waterman Avenue @ Highland Ave D 40.2 0.676 # 66 E Street @ 2nd Street D 41.2 0.851 # 67 State Street @ Baseline Street B 19.1 0.557 # 68 Kendall Drive @ 40th Street B 16.2 0.550 # 69 Mount Vernon Avenue @ Baseline C 23.3 0.581 # 70 Waterman Avenue @ Mill Street D 41.1 0.739 # 71 E Street @ 30th Street B 13.7 0.726 # 73 Victoria Avenue @ Highland Ave C 31.0 0.543 # 74 Palm Avenue @ Highland Avenue D 35.8 0.566 # 75 SR-30 EB Ramps @ Highland Aven C 20.6 0.631 # 76 SR-30 WB Ramps @ Highland Aven B 12.4 0.411 # 77 Arden Avenue @ Highland Avenue D 36.1 0.719 # 78 Arden Avenue @ SR-30 WB Ramps A 0.0 0.000 # 79 Arden Avenue @ SR-30 EB Ramps B 17.7 0.514 # 80 I Street @ 2nd Street A 9.7 0.380 Page 2-3 Future Dell vi LOS Veh C Change in D 43.0 0.804 ,+ 0.000 D/V C 30.4 0.725 + 0.000 DjV D 40.2 0.676 + 0.000 D/v D 41.2 0.851 + 0.000 D/V B 19.1 0.557 + 0.000 D/V B 16.2 0.550 + 0.000 D/v C 23.3 0.581 + 0.000 D/V D 41.1 0.739 .+ 0.000 DjV B 13.7 0.726 + 0.000 D/v C 31.0 0.543 + 0.000 D/V D 35.8 0.566 ,+ 0.000 D/v C 20.6 0.631 + 0.000 D/v B 12.4 0.411 + 0.000 D/V D 36.1 0.719 + 0.000 Dlv A 0.0 0.000 + 0.000 D/V B 17.7 0.514 + 0.000 DjV A 9.7 0.380 + 0.000 D/V Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-430 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 3-1 City of San Bernardino 2030 Existing General plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Northpark Boulevard @ University Parkway ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.225 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 22.7 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Street Name: Northpark Boulevard University Parkway Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM PEAK Base vol: 264 16 0 0 29 137 96 0 384 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 16 0 0 29 137 96 0 384 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 264 16 0 0 29 137 96 0 384 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 264 16 0 0 29 137 96 0 384 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 264 16 0 0 29 137 96 0 384 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 264 16 0 0 29 137 96 0 384 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 LOO 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3600 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0,07 0.00 0.00 0.00 0.01 0.07 0.05 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.26 0.26 0.00 0.00 0.25 0.25 0.42 0.00 0.68 0.00 0.00 0.00 Volume/Cap: 0.28 0.02 0.00 0.00 0.03 0.28 0.13 0.00 0.30 0.00 0.00 0.00 Delay/Veh: 35.7 33.1 0.0 0.0 33.6 36.2 21.4 0.0 7.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 35.7 33.1 0.0 0.0 33.6 36.2 21.4 0.0 7.9 0.0 0.0 0.0 HCM2kAvg: 4 0 0 0 0 4 2 0 6 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F-431 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 4~1 City of San Bernardino 2030 Existing General plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Kendall Drive @ University Parkway ******************************************************************************** Cycle (sec): 100 Critical vo"l./cap. (X): 0.804 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 36.4 Optimal Cycle: 66 Level Of Service: D ******************************************************************************** Street Name: Kendall Drive University Parkway Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 I--~----~---~---I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 I--------~------I 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 317 259 4 100 554 678 689 390 546 4 236 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial'Bse: 317 259 4 100 554 678 689 390 546 4 236 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 317 259 4 100 554 678 689 390 546 4 236 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 259 4 100 554 678 689 390 546 4 236 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 259 4 100 554 678 689 390 546 4 236 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 317 259 4 100 554 678 689 390 546 4 236 24 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.691.00 1.060.891.00' 1.00 0.891.00, 1.00 0.951.00 1.00 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.72 0.28 Final Sat.: 3400 3800 1900 3400 3800 1900 3400 3600 1900 1800 5174 526 ------------1---------------1 I~--------------I 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.07 0.00 0.03 0.15 0.36 0.20 0.10 0.29 0.00 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.25 0.25 0.25 0.40 0.40 0.32 0.32 0.32 0.10 0.10 0.35 Volume/Cap: 0.90 0.27 0.01 0.12 0.37 0.90 0.63 0.32 0.90 0.02 0.46 0.13 Delay/Veh: 69.0 30.3 28.2 29.0 21.5 42.0 30.3 25.9 43.0 40.6 43.0 22.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 69.0 30.3 28.2 29.0 21.5 42.0 30.3 25.9 43.0 40.6 43.0 22.1 HCM2kAvg: 6 3 0 1 6 23 10 5 20 0 3 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-432 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 5-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 E Street @ Highland Avenue ************************~************************************~****************** Cycle (see): 100 critical Vol. /Cap. (x) ~ 0.360 Loss Time (see): 4 (Y+R = 3 see) Average Delay (see/veh): 15.9 Optimal Cycle: 24 Level Of Service: B ************************************************-******************************* Street Name: E Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 221 623 19 25 415 83 273 279 314 66 672 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 623 19 25 ~15 83 273 279 314 66 672 89 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 221 623 19 25 415 83 273 279 314 66 672 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 623 19 25 415 83 273 279 314 66 672 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 623 19 25 415 83 273 279 314 66 672 89 PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1..00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 221 623 19 25 415 83 273 279 314 66 672 89 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.951.00 1.00 0.951.00 1.00 0.951.00,1.00 0.951.00 1.00 Lanes: 1.00 1.94 0.06 1.00 1.67 0.33 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3688 112 1800 3167 633 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.17 0.17 0.01 0.13 0.13 0.15 0.07 0.17 0.04 0.18 0.05 Crit Moves: **** **** Green/Cycle: 0.47 0.47 0.47 0.47 0.47 0.47 0.49 0.49 0.49 0.49 0.49 0.49 Volume/Cap: 0.26 0.36 0.36 0.03 0.28 0.28 0.31 0.15 0.34 0.07 0.36 0.10 Delay/Veh: 16.2 17.1 17.1 14.3 16.3 16.3 15.5 14.0 15.7 13.5 15.9 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.2 17.1 17.1 14.3 16.3 16.3 15.5 14.0 15.7 13.5 15.9 13.6 HCM2kAvg: 4 6 6 0 5 5 5 2 6 1 6 1 ~******************************************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -433 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 6-1 -------------------~---~--------------------~--~-~----~------------------------- City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Hunts Lane @ E Street *********************************************~********************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Street Name: Hunts Lane E Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 1664 518 0 Growth Adj; 1.00 1.00 1.00 Initial Bse: 1664 518 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1664 518 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 1664 518 0 Reduct Vol: 0 0 0 Final Vol.: 1664 518 0 Critical Gap Module: Cri t i ca 1 Gp: 4 . 1 xxx.x xxxxx xxx.xx xx.xx xxx.xx 6 . 8 xxxx xxxxx xxxxx xx.xx xxx.xx FollowUpTim: 2.2 xxxx =xx xxx.xx xx.xx xxxxx 3.5 xxxx xxxxx xxxxx xxx:< xxx.xx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnf 1 i c t Vol: 1006 xx.xx XXXXX xxxx xxxx xxx.xx 4210 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 697 xxx:< xxxxx =xx xxxx == 2 xxxx xxxxx xxxx xxx.x xxxxx Move Cap. : 697 xx.xx xxxxx xxxx xxxx xxxxx 0 xxxx xxx.xx xxxx xx.xx x.xxxx Vol ume/ Cap: 2 . 39 xx.xx =xx xxx.x xxx.x ){XXX )(XXX xxxx xxxx xxxx xxx.x xx.xx - - - ~ - - - - - - - -1- - - - - - - - - - - - - - -11- - - - - - - - - - - - - - -11- - - - - - - - -,- - - - -' -11- - - - - -' -' - - - - - - - - 1 Level Of Service Module: Queue: 125.9 xxx.x xxxxx XXXXX xxx.x =xx xxxxx xxxx xxx.xx xxxxx xxxx XXXXX Stopped De 1 ; 643 . 9 xxxx xxx.xx xxxxx xxxx xxxxx xxxxx xxxx xxxxx x.xxxx xxx.x xxxxx LOS by Move, F * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxx.x xxx.x xxxxx xxxx xxxx xxxxx x.xxx XXX)( =xx SharedQueue : xxx.xx xxxx xxxxx =xx xxx:< xxx.xx xxx.xx xxxx xxx.xx xxxxx x.xxx =xx Shrd S tpDel : xxx.xx xxx.x xxx.xx xxxxx xxx.x xxxxx xxxxx xxx.x xxx.xx xxxxx x.xxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx = == ApproachLOS, * * F * o 1. 00 o o o o 1. 00 1. 00 o o o 623 1. 00 623 o o 623 1. 00 1. 00 623 o 623 383 1. 00 383- o o 383 1. 00 1. 00 383 o 383 22 1. 00 22 o o 22 1. 00 1. 00 22 o 22 o 1. 00 o o o o 1. 00 1. 00 o o o 920 1. 00 920 o o 920 0.00 0.00 o o o o 1. 00 o o o .0 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -434 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 7-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #11 Waterman Avenue @ Fifth Street *************************~****************************************~************* Cycle (see): 120 Critical Vol. ICap. (X): 0.751 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 36.8 Optimal Cycle: 58 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue Fifth Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------]---------------1 1---------------1 1---------------1 1---------------1 Control: protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11-----------'----11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 128 1280 209 74 977 193 176 914 107 1~9 763 164 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 1280 209 74 977 193 176 914 107 149 763 164 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 128 1280 209 74 977 193 176 914 107 149 763 164 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 1280 209 74 977 193 176 914 107 149 763 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 1280 209 74 977 193 176 914 107 149 763 164 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 128 1280 209 74 977 193 176 914 107 149 763 164 ------------1---------------11---------------11--------------- j 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.34 0.11 0.04 0.26 0.10 0.10 0.24 0.06 0.08 0.20 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.43 0.43 0.08 0.43 0.43 0.14 0.31 0.31 0.11 0.28 0.28 Volume/Cap: 0.85 0.78 0.25 0.49 0.59 0.23 0.72 0.78 0.18 0.78 0.72 0.31 Delay/Veh: 89.2 31.4 21.8 55.1 26.5 21.6 59.4 41.0 30.4 70.1 41.3 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 89.2 31.4 21.8 55.1 26.5 21.6 59.4 41.0 30.4 70.1 41.3 34.4 HCM2kAvg: 7 21 5 3 14 4 8 17 3 7 14 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -435 2030 Existing General plan Tue Feb IS, 2005 13:21:48 Page 8-1 City of San Bernardino 2030 Existing General Plan PM peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #12 E Street @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 0.680 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 24.7 Optimal Cycle: 40 Level Of Service: C *******~**********************************~~***~******************,*****~******** Street Name: E Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 98 879 123 125 648 126 106 1021 142 77 892 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 879 123 125 648 126 106 1021 142 77 892 157 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 98 879 123 125 648 126 106 1021 142 77 892 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 879 123 125 648 126 106 1021 142 77 892 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 879 123 125 648 126 106 1021 142 77 892 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 98 879 123 125 648 126 106 1021 142 77 892 157 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0."95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.67 0.33 1.00 1.76 0.24 1.00 1.70 0.30 Final Sat.: 1800 3334 466 1800 3181 619 1800 3336 464 1800 3231 569 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.07 0.20 0.20 0.06 0.31 0.31 0.04 0.28 0.28 Crit Moves: **** **** **** Green/Cycle: 0.10 0.39 0.39 0.10 0.39 0.39 0.45 0.45 0.45 0.45 0.45 0.45 Volume/Cap: 0.54 0.68 0.68 0.68 0.52 0.52 0.13 0.68 0.68 0.10 0.61 0.61 Delay/Veh: 46.3 26.8 26.8 53.2 23.7 23.7 16.1 22.9 22.9 15.8 21.6 21.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 26.8 26.8 53.2 23.7 23.7 16.1 22.9 22.9 15.8 21.6 21.6 HCM2kAvg: 4 14 13 5 9 9 2 15 15 1 13 13 *********~********************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -436 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 9-1 City of San Bernardino 2030 Existing General Plan PM peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Arrowhead Avenue @ Baseline Street ***************************.**************************************************** Cycle (see): 100 Critical Vol./Cap. (Xl: 0.529 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 16.0 Optimal Cycle: 29 Level Of Service: B *******************************************************~********-*,*************** Street Name: Arrowhead Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I---------------j 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Moduie: 2030 OLD GF PM Base Vol: 61 611 117 61 116 35 93 1111 50 71 936 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 611 117 61 116 35 93 1111 50 71 936 84 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 61 611 117 61 116 35 93 1111 50 71 936 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume; 61 611 117 61 116 35 93 1111 50 71 936 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 611 117 61 116 35 93 1111 50 71 936 84 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 61 611 117 61 116 35 93 1111 50 71 936 84 ------------1---------------1 [---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1909 1900 1~00 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1,00 Lanes: 1.00 1.68 0.32 1.00 2.00 1.00 1.00 1.91 0.09 1.00 1.84 0.16 Final Sat.: 1800 3189 611 1800 3800 1900 1800 3636 164 1800 3487 313 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.19 0.03 0.03 0.02 0.05 0.31 0.31 0.04 0.27 0,27 Crit Moves: **** **** Green/Cycle: 0.36 0.36 0.36 0.36 0.36 0.36 0.58 0.58 0.58 0.58 0.58 0.58 Volume/Cap: 0.09 0.53 0.53 0.09 0.08 0.05 0.09 0.53 0.53 0.07 0.46 0.46 Delay/Veh: 21.1 25.5 25.5 21.1 21.0 20.7 9.4 13.1 13.1 9.3 12.3 12.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh, 21.1 25.5 25.5 21.1 21.0 20.7 9.4 13.1 13.1 9.3 12.3 12.3 HCM2kAvg, 1 9 9 1 1 1 1 11 10 1 9 9 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-437 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 10-1 ---------------------~-~-------------------------------------------------------- City of San Bernardino 2030 Existing General Plan PM Peak ~--------------------~----------------~----------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #14 Mount Vernon Avenue @ 2nd Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.713 Loss Time (sec): 3 (Y+R = 4 see) Average Delay (sec/veh): 32.8 Optimal Cycle: 33 Level Of Service: C ****************************************************************************~*** Street Name: Mount Vernon Avenue 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Split Phase Split Phase Rights: Ignore Include Include Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 0 1 0 0 0 1! 0 0 0 1 1 0 1 ------------1---------------1 1---------------1 [---------------1 1---------------1 Volume Module: 2030 OLD GP PM . Base Vol: 0 714 623 2?5 502 0 0 0 0 569 0 467 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 714 623 275 502 0 0 0 0 569 0 467 Added Vol: 0 0 0 0 0 0 0 0 0 - 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 714 623 2~5 502 0 0 0 0 569 0 467 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 714 0 275 502 0 0 0 0 569 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 714 0 275 502 0 0 0 0 569 0 0 peE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol.: 0 714 0 275 502 0 0 0 0 569 0 0 ------------1---------------1 [---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0n 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 0.71 1.29 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 0 3800 1900 1345 2455 0 0 1900 0 1900 1900 1900 ------------j---------------I 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.00 0.20 0.20 0.00 0.00 0.00 0.00 0.30 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.26 0.00 0.29 0.29 0.00 0.00 0.00 0.00 0.42 0.00 0.00 Volume/Cap: 0.00 0.71 0.00 0.71 0.71 0.00 0.00 0.00 0.00 0.71 0.00 0.00 Delay/Veh: 0.0 35.9 0.0 34.2 34.2 0.0 0.0 0.0 0.0 27.1 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljveh: 0.0 35.9 0.0 34.2 34.2 0.0 0.0 0.0 0.0 27.1 0.0 0.0 HCM2kAvg: 0 11 0 12 12 0 0 0 0 15 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -438 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 11-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #15 Mount Vernon Avenue @ Rialto Avenue ****************************************************~*********~***************** Cycle (see): 100 Critical Vol./eap. (X): 0.478 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Street Name: Mount Vernon Avenue Rialto Avenue Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 147 881 47 38 605 424 387 .525 113 38 642 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 147 881 47 38 605 424 387 525 113 38 642 51 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 147 881 47 38 605 424 387525 113 38 642 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 147 881 47 38 605 424 387 525 113 38 642 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 147 881 47 38 605 424 387 525 113 38 642 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 147 881 47 38 605 424 387 525 113 38 642 51 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment:' 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanest 1.00 1.90 0.10 1.00 2.00 1.00 1.00 1.65 0.35 1.00 1.85 0.15 Final Sat.: 1800 3608 192 1800 3800 1900 1800 3127 673 1800 3520 280 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.24 0.24 0.02 0.16 0.22 0.22 0.17 0.17 0.02 0.18 0.18 Crit Moves: **** **** Green/Cycle: 0.51 0.51 0.51 0.51 0.51 0.51 0.45 0.45 0.45 0.45 0.45 0.45 VOlume/Cap: 0.16 0.48 0.48 0.04 0.31 0.44 0.48 0.37 0.37 0.05 0.41 0.41 Delay/Veh: 13.1 16.0 16.0 12.3 14.3 15.7 19.8 18.3 18.3 15.5 18.7 18.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.1 16.0 16.0 12.3 14.3 15.7 19.8 18.3 18.3 15.5 18.7 18.7 HCM2kAvg: 2 9 9 1 5 8 8 6 7 1 7 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-439 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 12-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #17 Mount Vernon Avenue @ 5th Street ******************************************************************************** Cycle (sec); 100 Critical Vol. /Cap. (X); 0.663 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 25.0 Optimal Cycle: 38 Level Of Service: c ******************************************************************************** Street Name: Mount Vernon Avenue 5th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 203 856 106 110 547 182 175 787 140 84 931. 105 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 203 856 106 110 547 182 175 787 140 84 931 105 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 203 856 106 110 547 182 175 787 140 84 931. 105 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 203 B56 106 110 547 182 175 7B7 140 B4 931 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 856 106 110 547 182 175 787 140 84 931 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 203 856 106 110 547 182 175 787 140 84 931 105 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 1.78 0.22 1.00 1.50 0.50 1.00 1.70 0.30 1.00 1.80 0.20 Final Sat.: 1800 3381 419 1800 2851 949 1800 3226 574 1800 3415 385 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.25 0.25 0.06 0.19 0.19 0.10 0.24 0.24 0.05 0.27 0.27 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.15 0.46 0.46 0.10 0.41 0.41 VOlume/Cap: 0.30 0.66 0.66 0.16 0.50 0.50 0.66 0.53 0.53 0.47 0.66 0.66 Delay/Veh: 21.8 26.7 26.7 20.5 23.9 23.9 46.5 19.7 19.7 44.4 24.9 24.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.8 26.7 26.7 20.5 23.9 23.9 46.5 19.7 19.7 44.4 24.9 24.9 HCM2kAvg: 4 13 13 2 9 9 6 10 10 3 13 14 ******************************************************************************** Traffix 7.6.0715 {c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -440 2030 Existing General Plan Tue Feb 15/ 2005 13:21:48 Page 13-1 City of .San Bernardino 2030 Existing General plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #18 Waterman Avenue @ 30th Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 1.147 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 86.4 Optimal Cycle, 130 Level Of Service: F *~*****************************.************************************************ Street Name: Waterman Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 0 2 0 1 1 0 0 1 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 66 810 83 99 750 1210 156 556 124 91 668 999 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse, 66 810 83 99 750 1210 156 556 124 91 668 999 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 810 83 99 750 1210 156 556 124 91 668 999 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 810 83 99 750 1210 156 556 124 91 668 999 Reduct Vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 810 83 99 750 1210 156 556 124 91 668 999 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 66 810 83 99 750 1210 156 556 124 91 668 999 ------------1--------------- i 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 0.77 1.23 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 1454 2346 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.04 0.06 0.52 0.52 0.09 0.15 0.07 0.05 0.18 0.53 Crit Moves: **** **** **** Green/Cycle: 0.10 0.42 0.42 0.10 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 volume/Cap: 0.37 0.51 0.11 0.55 1.24 1.24 0.20 0.35 0.15 0.12 0.41 1.24 Delay/Veh: 43.3 22.0 17.9 46.5 143 142.8 18.3 19.6 17.8 17.5 20.3 147.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.3 22.0 17.9 46.5 143 142.8 18.3 19.6 17.8 17.5 20.3 147.3 HCM2kAvg: 2 9 2 4 55 55 3 6 2 2 7 56 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -441 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 14-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #21 Sierra Way @ 30th Street ******************************************************************************** Cycle (see): 100 Critical vol./Cap: (x): 0.703 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 16.3 Optimal Cycle: 36 Level Of Service: B ******************************************************************************** Street Name: Sierra Way 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 51885 242 337 408 231 168 398 34 42 307 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse, 51 885 242 337 408 231 168 398 34 42 307 121 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51.885 242 337 408 231 168 398 34 42 307 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 885 242 337 408 231 168 398 34 42 307 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 885 242 337 408 231 168 398 34 42 307 121 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 51 BB5 242 337 408 231 168 398 34 42 307 121 ------------I---------------II--~------------II---------------11---------------1 Saturation Flow Modul€: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.951.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.43 0.57 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 1900 1900 1800 2726 1074 ------------I---------------II----------~----II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.47 0.13 0.19 0.21 0.12 0.09 0.21 0.02 0.02 0.11 0.11 Crit Moves: **** **** Green/Cycle: 0.66 0.66 0.66 0.66 0.66 0.66 0.30 0.30 0.30 0.30 0.30 0.30 Volume/Cap: 0.04 0.70 0.19 0.28 0.32 0.18 0.31 0.70 0.06 0.08 0.38 0.38 Delay/Veh: 5.9 12.5 6.6 7.2 7.4 6.6 27.5 35.2 25.1 25.3 28.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 5.9 12.5 6.6 7.2 7.4 6.6 27.5 35.2 25.1 25.3 28.0 28.0 HCM2kAvg: 1 18 3 4 5 3 4 12 1 1 5 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANS TECH , WALNUT, CA F -442 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 15-1 . city of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************************************** Cycle (see): 100 Critical Vol./cap. (X): 0.805 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec!veh): 29.6 Optimal Cycle: 59 Level Of Service: C ******************************************************************************** Street Name: Del Rosa Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM . Base Vol: 22 793 127 209 459 100 187 767 29 80 606 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 22 793 127 209 459 100 187 767 29 80 606 245 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 793 127 209 459 100 187 767 29 80 606 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 22 793 127 209 459 100 187 767 29 80 606 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 22 793 127 209 459 100 187 767 29 80 606 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 22 793 127 209 459 100 187 767 29 80 606 245 ------------1---------------[ 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 0.03 0.97 1.00 0.31 0.69 1.00 1.00 1.93 0.07 1.00 1.42 0.58 Final Sat.: 51 1849 1900 594 1306 1900 1800 3662 138 1800 2706 1094 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.43 0.43 0.07 0.35 0.35 0.05 0.10 0.21 0.21 0.04 0.22 0.22 Crit Moves: **** **** **** Green/Cycle: 0.53 0.53 0.53 0.53 0.53 0.53 0.13 0.31 0.31 0.10 0.28 0.28 Volume/Cap: 0.81 0.81 0.13 0.66 0.66 0.10 0.81 0.68 0.68 0.44 0.81 0.81 Delay/veh: 23.9 23.9 11.8 18.5 18.5 11.6 60.6 32.0 32.0 44.1 38.2 38.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel!Veh: 23.9 23.9 11.8 18.5 18.5 11.6 60.6 32.0 32.0 44.1 38.2 38.2 HCM2kAvg: 20 22 2 15 15 1 B 12 12 3 14 14 *****************************************************************~************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -443 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 20-1 -~--------~-------------------------_._-~-----~---~-----------------------~---~~- City of San Bernardino 2030 Existing General Plan AM Peak ~-------------~------------------------------~---~-----------------------~------ Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #22 Del Rosa Avenue @ Baseline Street ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.792 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 29.4 Optimal Cycle: S6 Level Of service: C *~***********~****.***~*****************************~**************************** Street Name: Del Rosa Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11--------------- 11---------------11---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Inelude In~lude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base vol: 18 204 26 95 778 176 96 333 38 83 723 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.60 1.00 Initial Bse: 18 204 26 95 778 176 96 333 38 83 723 157 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PassersyVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 204 26 95 778 176 96 333 38 83 723 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 204 26 95 778 176 96 333 38 83 723 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 204 26 95 778 176 96 333 38 83 723 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 18 204 26 95 778 176 96 333 38 83 723 157 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 i.oo 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.951.00 1.00 Lanes: 0.08 0.92 1.00 0.11 0.89 1.00 1.00 1.80 0.20 1.00 1.64 0.36 Final Sat.: 154 1746 1900 207 1693 1900 1800 3411 389 1800 3122 678 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.12 0.01 0.46 0.46 0.09 0.05 0.10 0.10 0.05 0.23 0.23 Crit Moves: **** **** **** Green/Cycle: 0.56 0.56 0.56 0.56 0.56 0.56 0.10 0.19 0.19 0.19 0.28 0.28 Volume/Cap: 0.21 0.21 0.02 0.82 0.82 0.17 0.53 0.51 0.51 0.24 0.82 0.82 Delay/Veh: 11.1 11.1 9.9 23.3 23.3 10.8 45.9 36.9 36.9 34.7 38.8 38.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 11.1 11.1 9.9 23.3 23.3 10.8 45.9 36.9 36.9 34.7 38.8 38.8 HCM2kAvg: 3 3 0 24 24 3 4 6 6 2 15 15 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-444 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 page 22-1 city of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ************************+****~************************************************** Intersection #24 Leroy/SR-30 WB On Ramp @ 30th Street ******************************************************************************** cycle (sec): 100 Critical Vol./Cap. (X): 0.632 Loss Time {sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 12.4 Optimal Cycle: 35 Level Of Service: B *************~***********~***************~**********~*****~**********~********** Street Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control, Split Phase Split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 DOl! 0 0 1 0 2 0 1 1 1 0 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GF AM Base Vol: 0 0 0 0 0 0 0 428 37 1734 144 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 428 37 J734 144 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 428 37 1734 144 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 428 37 1734 144 0 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 428 37 1734 144 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 0 0 0 0 428 37 1734 144 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 1.00 0.00 1.00 2.00 1.00 2.00 1.00 0.00 Final Sat.: 0 0 0 0 1900 0 1800 3800 1900 3600 1900 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.02 0.48 0.08 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.18 0.76 0.76 0.00 Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.11 0.63 0.10 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.0 34.6 5.9 3.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.0 34.6 5.9 3.1 0.0 HCM2kAvg: 0 0 0 0 0 0 0 7 1 13 1 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -445 2030 Existing General plan Tue Feb 15, 2005 08:26:43 . Page 23-1 ---------------------------------------~-~-----~-----~-------------------------- City of San Bernardino 2030 Existing General Plan AM Peak -------------------------~~----------------~---~--------~----------------------- Level Of Service Computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ********************************************~********~************************** Average Delay (sec/veh): 196.3 Worst Case Level Of Service: F[350.4] ******************************************************************************** Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound west Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 1 0 0 11 0 0 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 918 0 18 Growth Adj: 1.00 1.00 1.00 Initial Bse: 918 0 18 Added Vol; _ 0 0 0 PasserByVol: 0 0 0 Initial Fut: 918 0 18 User Adj: 1.00 1.00 1.00 PHF Adj: 1. 00 1. 00 1. 00 PHF Volume: 9.18 0 18 Reduct Vol: 0 0 0 Final Vol.: 918 0 18 Critical Gap Module: Cri tical Gp: 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xx.xxx xxxxx XXX){ xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnf 1 i ct Vol: 467 xxxx 99 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 530 xxxx 943 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 530 XXX){ 943 xx.xx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Vol ume I Cap: 1 , 73 xxxx 0 . 02 xxxx xxxx xxxx xxxx xxx.x xxx.x xxxx xxxx xxxx - - - - -' - - - - - - - t - - - - - - - - - - - - - - - I I - - - - - - - :.. - - - - - - - I 1 - - - - - - - - - .- - - - - - I "- - - - - - - :. - - - - - - - I Level Of Service Module: Queue, 54.8 xxxx 0.1 Stopped Del:357.1 xxxx 8.9 LOS by Move: F * A Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: 350.4 ApproachLOS : F o 1.00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1-00 o o o o 1-00 o o o o 1.00 1-00 o o o 199 1. 00 199 o o 199 1. 00 1. 00 199 o 199 o 1.00 o o o o 1. 00 1- 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 536 1. 00 536 o o 536 1. 00 1. 00 536 o 536 o 1. 00 o o o o 1.00 1. 00 o o o XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX xxxxx XXXX xx.xxx xxxxx xxxx xxxxx xxxxx xxxx XXXXX * * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx 0 xxxxx XXXX XXXX XXXXX XXXX xxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxx xxxx xx.xxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * * * * xxxxxx * xxxxxx * xxxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -446 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 page 24-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ************************************~******************************************* Cycle (sec): 100 Critical vol./cap. (X): 0.618 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (see/veh): 18.2 Optimal Cycle: 29 Level Of Service: B **************~***************~************************************************* Street Name: Del Rosa Avenue Lynwood Drive Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 30 342 184 36 1133 11 7 51 142 555 97 27 Growth Adj: 1.00 1.00 1.00 1.00 1~00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 342 184 36 1133 11 7 51 142 555 97 27 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 342 184 36 1~33 11 7 51 142 555 97 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 342 184 36 1133 11 7 51 142 555 97 27 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 342 184 36 1133 11 7 51 142 555 97 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 30 342 184 36 1133 11 7 51 142 555 97 27 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Lanes: 1.00 1.30 0.70 1.00 1.98 0.02 0.12 0.88 1.00 1.00 0.78 0.22 Final Sat.: 1800 2471 1329 1800 3763 37 229 1571 1900 1900 1486 414 ------------1---------------11---------------11---------------11---------------1 Capaeity Analysis Module: Vol/Sat: 0.02 0.14 0.14 0.02 0.30 0.30 0.03 0.03 0.07 0.29 0.07 0.07 Crit Moves: **** **** Green/Cycle: 0.49 0.49 0.49 0.49 0.49 0.49 0.47 0.47 0.47 0.47 0.47 0.47 Volume/Cap: 0.03 0.28 0.28 0.04 0.62 0.62 0.06 0.06 0.16 0.62 0.14 0.14 Delay/Veh: 13.4 15.3 15.3 13.4 19.4 19.4 14.3 14.3 15.1 20.7 14.9 14.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.4 15.3 15.3 13.4 19.4 19.4 14.3 14.3 15.1 20.7 14.9 14.9 HCM2kAvg: 0 5 5 1 13 13 1 1 2 13 2 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -447 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 25-1 -----~~------------~-------------------------------------------~~~~------------- Level Of Service computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #27 Harrison Street @ 40th Street *********************************************************:*********************** Average Delay (sec/veh): 0.9 Worst Case Level Of Service: C[ 23.0] ******************************************************************************** Street Name: Harrison Street 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R - - - - - - - - - - - - I - - - - - - - - - - - - - - - I I - - - -. - - - - - - - - - - - I I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------[---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 45 0 3 Growth Adj: 1.00 1.00 1.00 Initial Bse: 45 0 3 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 45 0 3 User Adj: 1.00 1.00 1.00 PHF Adj: 1 . 00 1. 00 1 . 00 PHF Volume: 45 0 3 Reduct Val: 0 0 0 Final Vol.: 45 0 3 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 =xxx xxx:< xxxxx x.xx.x.x xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 =xxx xxxx =xx :xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 1---------------] 1---------------1 Capacity Module: Cnflict Vol: 1008 xxxx 418 xxxx xxxx xx.xxx xxxx xxxx =xx 835 xxxx xx:.xxx Pot en t Cap.: 240 xxxx 590 xxxx xxx:< xxxxx xxx:< xxxx =xx 807 xxx:< xxxxx Move Cap.: 239 XXX){ 590 xxxx xxx:< xxxxx xxx:< xxxx xxxxx 807 xxxx xxxxx Volume/Cap: 0.19 xxxx 0.01 xxxx xxxx xxx:< xxx:< xxxx xxxx 0.01 xxxx xxxx - - - - - ~ - - - - - - ! - - :. - - - - - - - - - - - - 11- - - - - - - - - - - - - - - II - - - - - - - :.. -.- - - - - - [I - - - - - - - - - - - -"- - - I Level Of Service Module: Queue: xxxxx xxx>:: xxxxx Stopped Del::xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx 248 xxxxx SharedQueue:xxxxx 0.7 =xxx Shrd StpDel:xxxxx 23.0 xxxxx Shared LOS: * C * ApproachDel: 23.0 ApproachLOS: C o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1.00 1. 00 o o o 797 1. 00 797 o o 797 1. 00 1. 00 797 " o 797 38 1. 00 38 o o 38 1. 00 1. 00 38 o 38 x.xx.x.x xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxx:< xxxxx xxxxx xxxx xxxxx * * * * * * LT - LTR - RT xxxx xx:.xxx xxxxx * xxxx xxxx xxx:< * xxxxx x.xx.x.x xxxxx * * LT - LTR - RT xxxx xxxx xxxxx xxxxx xxx>:: xxxxx xxxxx xxxx xxxx.x * xx.xxxx * * 7 1. 00 7 o o 7 1. 00 1. 00 7 o 7 356 1. 00 356 o o 356 1. 00 1. 00 356 o 356 o 1. 00 o o o o 1. 00 1. 00 o o o o . 0 x.xxx x.xx.x.x 9 . 5 xxxx xxxxx A * * LT - LTR - RT xxxxx xxxxx :xxxxx * * Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA :xxxxxx F -448 * x.xxx 0.0 9.5 A x.xxx xxxx xxx:< * = 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 26-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Sterling Avenue @ Highland Avenue **********************************************************************.******~** Cyele (see): 100 Critical Vol./Cap. (xl: 0.436 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 31.0 Optimal Cycle: 48 Level Of Service: C .************~**************~****~************************~********************** Street Name: Sterling Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 138 162 112 76 473 101 10 237 59 280 697 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 138 162 112 76 473 101 10 237 59 280 697 43 Added Vol, 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 138 162 112 76 473 101 10 237 59 280 697 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume, 138 162 112 76 473 101 10 237 59 280 697 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 162 112 76 473 101 10 237 59 280 697 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 138 162 112 76 473 101 10 237 59 280 697 43 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 l~OO 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.60 0.40 1.00 1.88 0.12 Final Sat.: 1BOO 3800 1900 1800 3800 1900 1800 3043 757 1800 3579 221 ------------I---------------j 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.04 0.06 0.04 0.12 0.05 0.01 0.08 0.08 0.16 0.19 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.21 0.21 0.21 0.26 0.26 0.10 0.10 0.10 0.40 0.40 0.40 Volume/Cap: 0.48 0.20 0.28 0.20 0.48 0.21 0.06 0.78 0.78 0.39 0.48 0.48 Delay/Veh: 39.6 32.9 33.7 33.0 31.8 29.3 40.9 53.8 53.8 21.4 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 39.6 32.9 33.7 33.0 31.8 29.3 40.9 53.8 53.8 21.4 22.3 22.3 HCM2kAvg: 4 2 3 2 6 2 0 6 6 6 9 8 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-449 2030 Existing General Plan Tue Feb 15, 2D05 08:26:43 Page 27-1 -----------~-----------~~------------------------------~--~~-------------------- City of San Bernardino 2030 Existing General Plan AM Peak ---------~---------------~---------------------------~-------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #29 Waterman Avenue @ Marshall Boulevard *k****************************************************************************** Cycle (see): 100 C-ritical Vol. /Cap. (X): 0.601 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 4.4 Optimal Cycle: 27 Level Of Service: A *******************,******************************..********~******************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 161 1202 0 0 1801 116 14 0 138 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 1202 0 0 1801 116 14 0 138 0 0 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 161 1202 0 0 1801 116 14 0 138 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 161 1202 0 0 1801 116 14 0 138 0 0 0 Reduct vol: 0 0 0 0 0 0 0 0 - 0 0 0 0 Reduced Vol: 161 1202 0 0 1801 116 14 0 138 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 161 1202 0 0 1801 116 14 0 138 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00, 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.88 0.12 1.00 0.00 1.00 0.00 1.00 1.00 Final Sat., 1800 3800 0 1800 3570 230 1900 0 1900 0 1900 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.32 0.00 0.00 0.50 0.50 0.01 0.00 0.07 0.00 0.00 0.00 Crit Moves: **** **** Green/CYCle; 0.84 0.84 0.00 0.00 0.84 0.84 0.12 0.00 0.12 0.00 0.00 0.00 volume/cap: 0.11 0.38 0.00 0.00 0.60 0.60 0.06 0.00 0.60 0.00 0.00 0.00 Delay/Veh: 1.5 2.0 0.0 0.0 2.9 2.9 39.0 0.0 46.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 1.5 2.0 0.0 0.0 2.9 2.9 39.0 0.0 46.1 0.0 0.0 0.0 HCM2kAvg: 1 5 0 0 10 10 0 0 5 0 0 0 *******************k****************************~******~************************ Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-450 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 28-1 --------~------------~-------------------------------------------~----~-~-~---~~ City of San Bernardino 2030 Existing General Plan AM Peak ----~------------~---------------------------~--~-~---~------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future volume Alternative) ******************************************************************************** Intersection #30 Waterman Avenue @ 36th Street ***********************!******************************************************** Average Delay (sec/veh): 0.4 Worst Case Level Of service: D[ 33.1J ******************************************************************************** Street Name: Waterman Avenue 36th Street Approach: North Bound South Bound East Bound ,West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1---------------] Control: Uncontrolled Uneontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 26 1177 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 26 1177 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 26 1177 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 26 1177 0 Reduct Vol: 0 0 0 Final Vol.: 26 1177 0 Critical Gap Module: Cri tical Gp: 4 .1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6 .9 xxxxx xxxx xxxxx Foll oWUpTim: 2 . 2 xxxx xxxxx xxxxx xxxx xxxxx 3 . 5 xxxx 3 . 3 xxxxx xxxx xx.xxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 1724 }(XXX xxxxx xxxx xxxx xxxxx 2363 xxxx 862 xxxx}(xxx xxxxx Paten t Cap.: 372}(XXX xxxxx xxxx xxxx xxxxx 30 xxxx 3 02 xxxx xxxx xxxxx Move Cap.: 372 xxxx xxxxx xxxx xxxx xxxxx 29 xxxx 302 }(XXX x.xxx xxxxx VOlume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.10 xxxx 0.07 xxxx xxxx xxxx - - - - - - .;. - - - - - I - - - - - - - - - - - - - - - 1 I - - - - - - - - .: - - - - - - II - - - - - - - - - ,- - - - - - I 1 - - - - - '- - - - - - - - - --I Level Of Service Module: Queue: 0 . 2 xxxx xxxxx xxxxx xxxx xx.xxx xx.xxx xxxx 0 . 2 xxxxx xxx:< xxxxx Stopped Del: 15.4 .xx.xx xxxxx xxxxx xxxx xxxxx xxx.xx xxxx 17.8 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxx.x 29 xxxx xxxxx 0 xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx :xxxx xxxx.x 0 . 3 xxxx xxxxx xx.xxx xxxx xxxxx Shrd S t pDe 1 : xxxxx xxxx x.xxxx xxxxx xxxx xxxxx 144. 8 xxxx x.xxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * F * * * * * ApproachDel: xxxxxx xxxxxx 33.1 xxxxxx ApproachLOS: * * D * o 1. 00 o o o o 1. 00 1. 00 o o o 1721 1. 00 1721 o o 1721 1. 00 1. 00 1721 o 1721 3 1.00 3 o o 3 1. 00 1.00 3 o 3 3 1. 00 3 o o 3 1. 00 1. 00 3 o 3 o 1. 00 o o o o 1. 00 1. 00 o o o 22 1. 00 22 o o 22 1. 00 1. 00 22 o 22 o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-451 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 29-1 City of San Bernardino 2030 Existing General Plan AM peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive ********************************************~*********************************** Cycle (see): 100 Critical Vol./eap. (X): 0.499 Loss Time (see): 0 (Y+R = 4 see) Ave~age Delay (sec/veh): 13.6 Optimal Cycle: 0 Level Of Service: B *************************************************************~*~**************** Street Name: Sterling Avenue Lynwood Drive Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 73 33 6 106 262 55 21 72 132 77 366 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse; 73 33 6 106 262 55 21 72 132 77 366 84 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 33 6 106 262 5.5 21 72 132 77 366 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 33 6 106 262 55 21 72 132 77 366 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 33 6 106 262 55 21 72 132 77 366 84 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 73 33 6 106 262 55 21 72 132 77 366 84 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Laries: 1.00 0.89 0.11 0.50 1.24 0.26 0.23 0.~7 1.~0 0.29 1.39 0.32 Final Sat.: 438 420 50 250 640 138 109 375 546 154 753 178 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.17 0.08 0.12 0.42 0.41 0.40 0.19 0.19 0.24 0.50 0.49 0.47 Crit Moves: **** **** **** **** Delay/Veh: 11.9 10.7 10.7 14.5 13.8 13.3 11.3 11.3 10.8 15.5 14.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.9 10.7 10.7 14.5 13.8 13.3 11".3 11.3 10.8 15.5 14.9 LOS by Move: B B B B B B B B B C B ApproachDel: 11.4 13.9 11.0 14.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 11.4 13.9 11.0 14.9 LOS by Appr: B B B B ******************************************************************************** o 14.2 1. 00 14.2 B Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -452 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 30-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ******************************************************************************** Cycle- (sec): 100 critical Vol./Cap. (X): 0.229 Loss Time (sec): 0 (Y+R = 4 see) Average Delay {sec/veh}: 8.0 Optimal cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Sterling Avenue Foothill Drive Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------[ 1---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 1! 0 0 0 0 11 0 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 37 1 3 4 0 7 2 115 93 8 51 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 1 3 4 0 7 2 115 93 8 51 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 1 3 4 0 7 2 115 93 8 51 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 1 3 4 0 7 2 115 93 8 51 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 1 3 4 0 7 2 115 93 8 51 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 37 1 3 4 0 7 2 115 93 8 51 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.85 0.15 0.36 0.00 0.64 0".01 0.55 0.44" 0.14 0.86 0.00 Final Sat.: 623 594 102 287 0 502 9 501 406 111 709 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.03 0.01 xxxx 0.01 0.23 0.23 0.23 0.07 0.07 xxxx Crit Moves: **** **** **** **** Delay/Veh: 8.6 7.8 7.8 7.4 0.0 7.4 8.0 8.0 8.0 7.6 7.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.6 7.8 7.8 7.4 0.0 7.4 8.0 8.0 8.0 7.6 7.6 LOS by Move: A A A A * A A A A A A ApproaehDel: 8.3 7.4 8.0 7.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 8.3 7.4 8.0 7.6 LOS by Appr: A A A A **************************************************************************.***** o 0.0 1. 00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -453 2030 Existing General Plan~ue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 31-1 Level Of Service Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #33 Del Rosa Avenue @ Foothill Drive ******************************************************************************** Average Delay {sec/veh}: 5.8 Worst Case Level Of Service: C( 19.1] **********************************************************~********************* Street Name: Del Rosa Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes; 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 96 12 Growth Adj: 1.00 1.00 1.00 Initial Sse: 0 96 12 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 96 12 User Adj: 1.00 1.00 1.00 PHF Adj : 1. 00 1. 00 1. 00 PHF Volume: 0 96 12 Reduct Vol: 0 0 0 Final Vol. : 0 96 12 Critical Gap Module: Cri tical Gp: xxxxx xx.xx xxxxx 4 . 1 xxxx xxxxx xxxxx XXX>:: =xx 6 .4 xxxx 6 . 2 FollowUpT im: xxxxx xxxx xxxxx 2 . 2 xxxx xxxxx =xx xxxx xxxxx 3 . 5 xxxx 3 . 3 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 i ct Vol: xxxx )(XXX xxxxx 108 =xx xxxxx xxxx xxxx xx.xxx 894 xxxx 54 Potent Cap.: xxxx XXX){ xxxxx 1495 xxxx xxxxx xxxx XXX>:: xxxxx 314 xxxx 1019 Move Cap. : xxxx xx.xx xxx.xx 1495 xxxx x.xxxx xxxx xxxx =xx 278 xxxx 1019 Volume/Cap: xxxx xxxx xx.xx 0.13 xxxx xxxx xxxx xxxx xxxx 0.33 xxxx 0.09 - - - - - - - -"- - - -1- - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -11- - - - - - - - - ,- - - - - - I ] - - - - -.; - - - - - - - - - 1 Level Of Service Module: Queue; xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * 201 1. 00 201 o o 201 1. 00 1. 00 201 o 201 390 1. 00 390 o o 390 1. 00 1.00 390 o 390 o 1.00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 92 1. 00 92 o o 92 1. 00 1. 00 92 o 92 o 1. 00 o o o o 1. 00 1. 00 o o o 92 1. 00 92 o o 92 1. 00 1. 00 92 o 92 o . 5 xxxx x.xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 . 8 xxxx xxxxx xxxxx xxxx = xxxxx xxxx xxxxx A * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT XXXX xxxx xxxxx xxxx xxxx xxxxx xxxx 436 xxxxx o . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2 . 1 xxxxx 7 . a xxxx xxxxx xxxxx xxxx xxxxx xxxxx 19. 1 xxxxx A * * * * * * C * xxxxxx xxxxxx 19 . 1 * * C F-454 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA 2030 Existing General Plan Tue peb 15, 2005 OB:?6:43 Page 32-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #35 Waterman Avenue @ 40th Street *********~*************************************~******************************** Cycle (see): 100 critical VOl.ICap. (X): 0.782 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 27.7 Optimal Cycle: 54 Level Of Service: C ********~*****************~**~,*~*************************~********************** Street Name: Waterman Avenue 40th Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 252 701 19 426 1650 107 41 366 139 20 355 46 Growth Adj: 1.001.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.001.00 1.00 Initial Bse: 252 701 19 426 1650 107 41 366 139 20 355 46 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 252 701 19 426 1650 107 41 366 139 20 355 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 252 701 19 426 1650 107 41 366 139 20 355 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 252 701 19 426 1650 107 41 366 139 20 355 46 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 252 701 19 426 1650 107 41 366 139 20 355 46 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.951.00 1.00 0.951.00 1.00 0.951.00, 1.00 0;951.00 1.00 Lanes: 1.00 1.95 0.05 1.00 1.88 0.12 1.00 1.45 0.55 1.00 1.77 0.23 Final Sat.: 1800 3700 100 1800 3569 231 1800 2754 1046 1800 3364 436 ------------1---------------11---------------1 j ---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.19 0.19 0.24 0.46 0.46 0.02 0.13 0.13 0.01 0.11 0.11 Crit Moves: **** **** **** Green/Cycle: 0.18 0.34 0.34 0.43 0.59 0.59 0.17 0.17 0.17 0.17 0.17 0.17 Volume/cap: 0.78 0.55 0.55 0.55 0.78 0.78 0.13 0.78 0.78 0.07 0.62 0.62 Delay/Veh: 50.9 27.2 27.2 22.3 17.4 17.4 35.5 45.9 45.9 34.9 40.4 40.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.9 27.2 27.2 22.3 17.4 17.4 35.5 45.9 45.9 34.9 40.4 40.4 HCM2kAvg: 9 9 10 10 22 22 1 9 9 1 7 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -455 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak page 33-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ****r*************************************************************************** Intersection #36 Waterman Avenue @ 34th Street ******************************~*************************************x*********** Average Delay (sec/veh): 0.4 Worst Case Level Of Service: C[ 22.5) **********************w********************~************************************ Street Name: Waterman Avenue 34th Street Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 29 1195 0 Growth Adj: 1.00 1.00 1.00 Initial Ese: 29 1195 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 29 1195 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 29 1195 0 Reduct Vol: 0 0 0 Final Vol.: 29 1195 0 Critical Gap Module: Cr i tical Gp: 4 . 1 xxx>:: xxxxx xxxxx xxxx =xxx 6 . 8 xxxx 6 . 9 xxxxx :xxx.x xxx.x.x FollowUpTim: 2.2 xxx>:: xxxxx xxxxx xxxx =xxx 3.5 xxxx 3.3 xxxxx :xxx.x xxx.x.x ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnf 1 ic t Vol: 1770 xxxx xxxxx x.xxx xxxx xxxxx 2422 xxxx 885 xxxx xxxx xxx.x.x Po t en t Cap.: 357 x..xxx xxxxx xx..-o: xxxx xxxxx 28 xxxx 292 xxxx xxxx xxx.xx Move Cap.: 357 XXXX xxxxx xxxx xxxx xxxxx 26 xxxx 292 xxxx:xxx.x xxx.x.x Volume/Cap: 0.08 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.13 xxxx xxxx xxxx ------------1----:.----------'11---------------11--------..:.------11------------'---1 Level Of Service Module: Queue: 0 . 3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0 .5 xxxxx xxxx xxxxx S topped De l: 16. 0 xxxx xxxxx xxxxx xxxx xxxxx =xxx xxxx 19 . 2 xxxxx xxxx xxxxx LOS by Move: C * * * * * '* * C * '* * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 26 xxxx =xxx 0 xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxx>:: xxxxx Shrd S t pDe 1 : xxxxx xxxx xxxxx xxx.xx xxxx xxxxx 149. 6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * F * * * '* * ApproachDel: xxxxxx =xxx 22.5 xxxxx.x ApproachL'OS : '* * C '* o 1. 00 o o o o 1. 00 1. 00 o o o 1762 1. 00 1762 o o 1762 1. 00 1. 00 1762 o 1762 8 1. 00 8 o o 8 1. 00 1. 00 8 o 8 1 1. 00 1 o o 1 1. 00 1. 00 1 o 1 o 1. 00 o o o o 1.00 1. 00 o o o 39 1. 00 39 o o 39 1. 00 1. 00 39 o 39 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -456 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 34-1 City of San Bernardino 2030 Existing General Plan AM peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #37 Waterman Avenue @ parkdale Avenue ****************************************************~*************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.525 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 2.7 optimal Cycle: 24 Level Of Service: A ***~***.************************************************************************* Street Name: Waterman Avenue Parkdale Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted permitted Permitted Rights: Include Include ;nclude Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 132 1132 5 10 1712 138 3 2 8 9 33 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 132 1132 5 10 1712 138 3 2 8 9 33 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 132 1132 5 10 1712 138 3 _ 2 8 9 33 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 132 1132 5 10 1712 138 3 2 B 9 33 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 132 1132 5 10 1712 138 3 2 8 9 33 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 132 1132 5 10 1712 138 3 2 8 9 33 17 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.85 0.15 1.00 0.20 0.80 1.00 1.00 1.00 Final Sat.: 1800 3783 17 1800 3517 283 1800 380 1520 1800 1900 1900 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/sat: 0.07 0.30 0.30 0.01 0.49 0.49 0.00 0.01 0.01 0.01 0.02 0.01 Crit Moves: **** **** Green/Cycle: 0.86 0.86 0.86 0.86 0.86 0.86 0.10 0.10 0.10 0.10 0.10 0.10 VOlume/Cap: 0.09 0.35 0.35 0.01 0.57 0.57 0.02 0.05 0.05 0.05 0.17 0.09 Delay/veh: 1.1 1.5 1.5 1.0 2.1 2.1 40.6 40.8 40.8 40.8 41.7 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 1.1 1.5 1.5 1.0 2.1 2.1 40.6 40.8 40.8 40.8 41.7 41.1 HCM2kAvg: 1 4 3 0 8 8 0 0 0 0 1 1 **************************~***********************~*************************~*** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -457 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 ilage 36-1 ------------------~~------------------~-~--------------------------------------- City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps ******************************~*************************************"************ Cycle (sec): 100 Critical Vol./Cap. (X): 0.681 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 28.5 Optimal Cycle: 40 Level Of Service: C ******~****************************************,******************************~** Street Name: Del Rosa Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 530 193.529 448 0 417 0 386 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 530 193 529 448 0 417 0 386 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 530 193 529 448 0 417 0 386 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 0 530 193 529 448 0 417 0 386 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 530 193 529 448 0 417 0 386 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 530 193 529 448 0 417 0 386 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment; i. 00 1. 00 1. 00 0.95 1. 00 1. 00 1. 00 1. 00. "1. 00 1. 00 1. 001. 00 Lanes: 0.00 2.20 0.80 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 4178 1522 1800 3800 0 1900 0 1900 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.29 0.12 0.00 0.22 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.19 0.19 0.43 0.62 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.00 0.68 0.68 0.68 0.19 0.00 0.68 0.00 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 39.7 39.7 25.4 8.3 0.0 32.6 0.0 30.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 39.7 39.7 25.4 8.3 0.0 32.6 0.0 30.9 0.0 0.0 0.0 HCM2kAvg: 0 8 8 14 3 0 12 0 11 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F-458 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 37-1 -----~~------------------------------------------------------------------------- City of San Bernardino 2030 Existing General Plan AM Peak -----------~~-----------~------------------------------~-~~--------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WB Ramps ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 1.156 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (see/veh): 82.8 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Proteeted Protected Rights: Inelude Include Include Include Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 volume Module: 2030 OLD GP AM Base vol: 467 318 0 0 545 1111 0_ 0 0 437 0 283 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 467 318 0 0 545 1111 0 0 0 437 0 283 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 467 318 0 0 545 1111 0 0 0 437 0 283 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 467 318 0 0 545 1111 0 0 0 437 0 283 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 467 318 0 0 545 1111 0 0 0 437 0 283 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 467 318 0 0 545 1111 0 0 0 437 0 283 ------------1---------------1 1---------------1 1---------------1 I--------------~I Saturation Flow Module: Sat/Lane; 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1;00 1.0~ 1.00 0.g5 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3800 0 0 3800 1900 0 0 0 1800 0 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: vol/Sat: 0.26 0.08 0.00 0.00 0.14 0.58 0.00 n.oo 0.00 0.24 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.22 0.73 0.00 0.00 0.51 0.51 0.00 0.00 0.00 0.21 0.00 0.21 Volume/cap: 1.16 0.11 0.00 0.00 0.28 1.16 0.00 0.00 0.00 1.16 0.00 0.71 Delay/veh: 133.6 4.0 0.0 0.0 14.3 106.9 0.0 0.0 0.0 135.7 0.0 42.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 133.6 4.0 0.0 0.0 14.3 106.9 0.0 0.0 0.0 135.7 0.0 42.5 HCM2kAvg: 26 1 0 0 5 55 0 0 0 24 0 9 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-459 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 38-1 City of San Bernardino 2030 Existing General Plan AM peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #42 Sierra Way @ 40th Street ******************************************************************************** Cycle (see); ~ 100 Critical Vol./Cap. (X): 1.090 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 72.5 Optimal Cycle: 130 Level Of Service: E ***************************************************************~**************** Street Name: Sierra Way 40th Street Approach: North Bound Squth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------[ 1---------------1 1---------------1 Control; Permitted Permitted prot+Permit prot+permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 - - - - - - - - - '- - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I , - - - - - - - - - - - - - - - j 1 - - - - - - - - - - - - - - - I Volume Module: 2030 OLD GP AM Base Vol: 392 1752 248 361 1262 415 287 1096 468 123 980 364 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 392 1752 248 361 1262 415 287 1096 468 123 980 364 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 392 1752 248 361 1262 415 287 1096 468 123 980 364 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 392 1752 248 361 1262 415 287 1096 468 123 980 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 1752 248 361 1262 415 287 1096 468 123 980 364 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 392 1752 248 361 1262 415 287 1096 468 123 980 364 ------------1---------------11---------------1' ---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.001.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.75 0.25 1.00 1.51 0.49 1.00 1.40 0.60 1.00 1.46 0.54 Final Sat.: 1800 3329 471 1800 2860 940 1800 2663 1137 1800 2771 1029 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.22 0.53 0.53 0.20 0.44 0.44 0.16 0.41 0.41 0.07 0.35 0.35 Crit Moves: **** **** **** Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.14 0.36 0.36 0.10 0.32 0.32 Volume/Cap: 0.46 1.11 1.11 0.42 0.93 0.93 1.11 1.13 1.13 0.68 1.11 1.11 Delay/Veh: 17.9 82.6 82.6 17.5 33.4 33.4 130.0 100 100.2 53.8 93.9 93.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.9 82.6 82.6 17.5 33.4 33.4 130.0 100 100.2 53.8 93.9 93.9 HCM2kAvg: 8 46 46 7 29 29 16 39 39 5 33 33 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -460 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 39-1 city of San Bernardino 2030 Existing General Plan AM Peak Level Of Service computation Report 2000 HeM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #43 Waterman Avenue @ Hospitality Lane *******~************************************************************************ Cycle (see): 100 Critical Vo1./Cap. (xl: 0.553 Loss Time (sec) , 8 (Y+R = 3 see) Average Delay (sec/veh): 32.1 Optimal Cycle: 48 Level Of Service: C ************~**~************~*******~***********,*~*********************~******** Street Name: Waterman Avenue Hospitality Lane Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 0 2 1 0 3 0 1 1 0 1 0 1 2 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 334 664 534 106 672 355 110 79 159 346 656 156 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initlal Bse, 334 664 534 106 672 355 110 79 159 346 656 156 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 334 664 534 106 672 355 110 79 159 346 656 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 334 664 534 106 672 355 110 79 159 345 656 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 334 664 534 106 672 355 110 79 159 346 656 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 334 664 534 106 672 355 110 79 159 346 656 156 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.89 1.00 1.00 Lanes: 2.00 2.00 2.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 1.62 0.38 Final Sat.: 3400 3800 3800 1800 5700 1900 1800 1900 1900 3400 3070 730 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.14 0.06 0.12 0.19 0.06 0.04 0.08 0.10 0.21 0.21 Crit Moves: **** Green/Cycle: 0.10 0.32 VOlume/Cap: 0.98 0.55 Delay/veh: 88.8 28.9 User DelAdj, 1.00 1.00 AdjDel/Veh: 88.8 28.9 HCM2kAvg: 9 9 **** **** **** 0.32 0.44 27.5 1. 00 27.5 7 0.11 0.55 45.9 1. 00 45.9 4 0.32 0.37 26.1 1.00 26.1 5 0.43 0.43 20.1 1. 00 20.1 8 0.11 0.55 45.5 1. 00 45.5 4 0.10 0.42 43.7 1. 00 43.7 3 0.20 0.42 35.7 1. 00 35.7 5 0.40 0.26 20.3 1. 00 20.3 4 0.39 0.55 24.4 1. 00 24.4 10 0.39 0.55 24.4 1. 00 24.4 10 ************************************~******************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -461 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 40-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ***************************-***************************************************** Intersection #44 Hospitality Lane @ carnegie Drive ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.434 Loss Time (sec); 8 (Y+R = 3 see} Average Delay (sec/veh): 26.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Hospitality Lane Carnegie Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------]---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 1 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 ]---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 512 69 352 45 9 7 3 92 2 271 656 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 512 69 352 45 9 7 3 92 2 271 656 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 512 69 352 45 9 7 3 92 2 271 656 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 512 69 352 45 9 7 3 92 2 271 656 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 512 69 352 45 9 7 3 92 2 271 656 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 512 69 352 45 9 7 3 92 2 271 656 55 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.85 0.15 Final Sat.: 3600 1900 1900 1800 3800 1900 1800 3800 1900 1800 3506 294 ------------1--- -----------11---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.14 0.04 0.19 0.03 0.00 0.00 0.00 0.02 0.00 0.15 0.19 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.36 0.36 0.36 0.10 0.10 0.10 0.10 0.10 0.46 0.36 0.36 0.36 Volume/Cap: 0.40 0.10 0.52 0.25 0.02 0.04 0.02 0.24 0.00 0.42 0.52 0.52 Delay/Veh: 24.2 21.4 26.0 42.3 40.6 40.7 40.6 41.8 14.7 24.4 25.4 25.4 User DelAdj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 24.2 21.4 26.0 42.3 40.6 40.7 40.6 41.8 14.7 24.4 25.4 25.4 HCM2kAvg: 6 1 9 1 0 0 0 1 0 6 9 9 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-462 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 41-'1 Level Of Service Computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ***.**************************************************************************** Intersection #45 Tippecanoe Avenue @ Rialto Avenue **************************************,****************************************** Average Delay (sec/veh): 1.2 Worst Case Level Of Service: D[ 25.5] *******************************~************************************************ Street Name: Tippecanoe Avenue Rialto Avenue Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - -.., -.- - - - - - - - - - -11- - - - - - - - - - - - - - -11- - - - - - - - - - - - - --I Control: Uncontrolled Uncontrolled Stop sign Stop sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 73 603 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 73 603 0 Added Vol: 0 0 0 Passersyvol: 0 0 0 Initial Fut: 73 603 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 73 603 0 Reduct Vol: 0 0 0 Final Vol. : 73 603 0 Critical Gap Module: Cr i t i ca 1 Gp: 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . B xxxx 6 . 9 xxxxx xxxx =xx FollowUpTim: 2.2 xxxx xxx.xx xxxxx xxxx xxxxx 3.5 xxxx 3 .3 xxxxx xxxx xxxxx - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I.. Capacity Module: Cnf 1 i c t Vol: 965 xxxx xxxxx xxxx xxxx xxx.xx 1394 xxxx 483 xxxx xxxx x.xxx.x Potent Cap.: 722 xxxx xxxxx XXX}{ xxxx xxxxx 135 xxxx 535 xxxx xxxx =xx Move Cap.: 722 xxxx xxxxx xxxx xxxx xxxxx 125 xxxx 535 XXX}{ XXX}{ xxxxx Volume/Cap: 0.10 xxxx xxx.x xxx.x xxxx xxxx 0.19 xxxx 0.05 XXX)( XXX)( xxxx _____n_____I_______________II_____~_________II_._____.:.__._.___.--11-.:.-------------1 Level Of Service Module: Queue: 0 . 3 xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: 10.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: B * * * * * Movement: LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxx.x xxxx xxxxx Sha redQueue : xxx:xx xxxx xxxxx xxxxx xxx.x xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * ApproachDel: xxxxx.x xxxxx.x ApproachLOS: * * o 1.00 o o o o 1. 00 1.00 o o o 927 1. 00 92"7 .0 o 927 1. 00 1- 00 927 o 927 38 1. 00 38 o o 38 1. 00 1- 00 38 o 38 24 1. 00 24 o o 24 1- 00 1. 00 24 o 24 o 1. 00 o o o o 1. 00 1. 00 o o o 27 1. 00 27 o o 27 1. 00 1. 00 27 o 27 0.2 12.1 B - RT o 1. 00 o o o o 1.00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxxx xxxx x.xxx.x xxxx.x xxx.x =xx * * * LT - LTR - RT * * xxx.x xxxxx xxxxx * xxxx xxxx xxxx * xxxxx XXX)( xxxx xxxxx xxx.xx xxxxx xxxx xxxxx xxxxx xxxxx xxxx x.xxx.x xxxxxx * * * 0.7 xxxx 40.7 xxxx E * LT - LTR 25.5 D Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -463 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 42-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave @ Harry Shepard Blvd -*********************~*************************************t******************** .Cycle (sec): Loss Time (sec): Optimal Cycle: 120 8 (Y+R '" 38 Critical Vol. /Cap. (Xl: 3 see) Average Delay (sec/veh): Level Of Service: 0.389 3.4 A *****~*********~***~******************.********~********************************* Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 I! 0 0 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 687 4 1 948 0 0 0 0 1 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Initial Bse: 0 687 4 1 948 0 0 0 0 1 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 687 4 1 948 0 0 0 0 1 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 687 4 1 948 0 0 0 0 1 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0687 4 1948 0 0 0 0 1 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 687 4 1 948 0 0 0 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 '1.00 1.00 0.95 1.00 1.00 1.00 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1,00 1.00 1,00 2,00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 1800 1900 1900 1800 3800 0 0 1900 0 1800 1900 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** Green/Cycle: 0.00 0.77 Volume/Cap: 0.00 0.47 Delay/Veh: 0.0 5.4 User DelAdj: 1.00 1.00 AdjDel/veh: 0.0 5.4 HCM2kAvg: 0 9 **** ***"* 0.77 0.00 3.3 1. 00 3.3 o 0.08 0.01 50.5 1.00 50.5 o 0.85 0.29 1.8 1. 00 1.8 4 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o 0.08 0.01 50.5 1. 00 50.5 o 0.00 0.00 0.0 1. 00 0.0 o 0.00 0.00 0.0 1. 00 0.0 o ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-464 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 44-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street ****~*************************************************************************** Cycle {sec}: 110 Critical Vol./Cap. (X): 0.807 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 29.2 Optimal Cycle: 68 Level Of Service: C ***~*****************~**~***********~******~*******~.****************************. Street Name: Tippecanoe Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Split phase split Phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------]---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base. Vol: 688 675 0 92 1368 84 11 0 192 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 688 675 0 92 1368 84 11 0 192 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 688 675 0 92 1368 84 11 0 192 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 688 675 0 92 1368 84 11 0 192 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 688 675 0 92 1368 84 11 0 192 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 688 675 0 92 1368 84 11 0 192 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 1800 5700 0 1800 3800 1900 1800 1900 1900 1800 1900 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module, Vol/Sat: 0.38 0.12 0.00 0.05 0.36 0.04 0.01 0.00 0.10 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.43 0.75 0.00 0.09 0.41 0.50 0.09 0.00 0.52 0.00 0.00 0.00 Volume/Cap: 0.89 0.16 0.00 0.56 0.89 0.09 0.07 0.00 0.19 0.00 0.00 0.00 Delay/Veh: 41.0 4.1 0.0 52.3 37.0 14.6 45.9 0.0 14.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 4.1 0.0 52.3 37.0 14.6 45.9 0.0 14.1 0.0 0.0 0.0 HCM2kAvg: 25 2 0 4 25 1 0 0 3 0 0 0 **********************~********************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-465 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 46-1 --------------------------------~~---~------------------~----------------------- City of San Bernardino 2030 Existing General Plan AM Peak ---------------------------------------------------------------~---------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #50 Mount Vernon Avenue @ Mill Street **********************************************~********************************* Cycle (secJ: 110 Critical Vol./Cap. (X): 0.663 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 37.6 Optimal Cycle: 48 Level Of Service: D ******************************************************************~************* Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 118 274 142 173 657 79 61 559 194 283 531 98 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 118 274 142 173 657 79 61 559 194 283 531 98 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 274 142 173 657 79 61 559 194 283 531 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 274 142 173 657 79 61 559 194 283 531 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 274 142 173 657 79 61 559 194 283 531 98 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 118 274 142 173 657 79 61 559 194 283 531 98 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.001.00 Lanes: 1.00 2.00 1.00 1.00 1.79 0.21 1.00 1.48 0.52 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3392 408 1800 2821 979 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.07 0.10 0.19 0.19 0.03 0.20 0.20 0.16 0.14 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.09 0.09 0.30 0.29 0.29 0.09 0.30 0.30 0.24 0.45 0.45 Volume/cap: 0.66 0.79 0.82 0.32 0.66 0.66 0.37 0.66 0.66 0.66 0.31 0.12 Delay/Veh: 56.8 60.9 75.1 30.1 35.7 35.7 48.5 35.2 35.2 41.9 19.8 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.8 60.9 75.1 30.1 35.7 35.7 48.5 35.2 35.2 41.9 19.8 17.9 HCM2kAvg: 5 7 7 5 12 12 2 12 12 10 6 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -467 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 47-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #51 Mountain view Ave @ San Bernardino Ave *******************************************************************~************ Cycle (secl: 100 Critical Vol./Cap. (xl: 1.249 Loss Time (see): 0 (Y+R = 4 sec) Average Delay (sec/veh): 96.9 Optimal Cycle: 0 Level Of Service: F ***********************.********************************************************* Street Name: Mountain View Ave San Bernardino Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 . 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------1 1---------------11---------------11---------------1 volume Module: 2030 OLD GP AM Base vol: 308 235 75 11 86 27 9 176 153 14~ 784 137 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 308 235 75 11 86 27 9 176 153 149 784 137 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 308 235 75 11 86 27 9 176 153 149 784 137 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 308 235 75 11 86 27 9 176 153 149 784 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 308 235 75 11 86 27 9 176 153 149 784 137 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 308 235 75 11 86 27 9 176 153 149 784 137 ------------1---------------1 1---------------1 1---------------1 I------~~-------I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes; 0.57 0.43 1.00 0.11 0.89 1.00 1.00 1.00. 1.00 0~28 1.46 0.26 Final Sat.: 247 188 488 45 351 431 367 388 420 129 695 124 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 1.25 1.25 0.15 0.25 0.25 0.06 0.02 0.45 0.36 1.15 1.13 1.11 Crit Moves: **** **** **** **** Delay/Veh: 155.3 155 11.3 14.5 14.5 11.4 12.7 19.3 16.0 116.8 108 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 155.3 155 11.3 14.5 14.5 11.4 12.7 19.3 16.0 116.8 108 LOS by Move: F F B B B B B C C F F ApproachDel: 137.8 13.8 17.6 107.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 137.8 13.8 17.6 107.9 LOS by Appr: F S C F ******************************************************************************** o 99.0 1. 00 99.0 F Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -468 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 48-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************,************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critical vol./Cap. (X): 0.571 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 26.4 optimal Cycle: 36 Level Of Service: C *********.*********************************************************************** Street Name: Mount Vernon Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 100 111 103 39 169 244 271 414 91 101 990 S3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 111 103 39 169 244 271 414 91 101 990 S3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 111 103 39 169 244 271 414 91 101 990 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 111 103 39 169 244 271 414 91 101 990 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 111 103 39 169 244 271 414 91 101 990 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 100 111 103 39 169 244 271 414 91 101 990 53 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.951.00 1.00 0'.951.00, 1:00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 1900 1900 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.03 0.05 0.02 0.09 0.13 0.15 0.11 0.05 0.06 0.26 0.03 Crit Moves: **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.26 0.63 0.63 0.09 0.46 0.46 Volume/Cap: 0.25 0.13 0.24 0.10 0.40 0.57 0.57 0.17 0.08 0.62 0.57 0.06 Delay/Veh: 35.3 34.1 35.2 33.9 36.5 39.0 36.8 8.5 8.0 55.1 22.4 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 AdjDel/Veh: 35.3 34.1 35.2 33.9 36.5 39.0 36.8 8.5 8.0 55.1 22.4 16.7 HCM2kAvg: 3 2 3 1 5 8 8 3 1 4 12 1 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -469 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 page 49-1 City of San Bernardino 2030 Existing General Plan AM peak --------------------------------~----------------------------------~-~---------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #53 State Street @ Highland Avenue ***************************************************~**************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.404 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay {sec/veh}: 15.3 Optimal Cycle: 24 Level Of Service: B *********************************************~***.**********~*****~************* Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes~ 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module.: 2030 OLD GP AM Base Vol: B 457 375 187 536 11 8 41 3 262 85 316 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial B5e: B 457 375 187 536 11 8 41 3 262 85 316 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: B 457 375 187 536 11 8 41 3 262 85 316 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 457 375 187 536 11 8 41 3 262 85 316 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 457 375 187 536 11 8 41 3 262 85 316 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 8 457 375 187 536 11 8 41 3 262 85 316 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 0.02 1.09 0.89 0.51 1.46 0.03 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 36 2067 1696 968 2775 57 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.22 0.22 0.22 0.19 0.19 0.19 0.00 0.01 0.00 0,15 0.02 0.17 Crit Moves: **** Green/Cycle: 0.55 0.55 VOlume/Cap: 0.40 0.40 Delay/veh: 13.3 13.3 User DelAdj: 1.00 1.00 AdjDel/Veh: 13.3 13.3 HCM2kAvg: 7 7 **** 0.55 0.40 13.3 1. 00 13.3 7 0.55 0.35 12.8 1. 00 12.8 6 0.55 0.35 12.8 1. 00 12.8 6 0.55 0.35 12.8 1. 00 12.8 6 0.41 0.01 17.4 1. 00 17.4 o 0.41 0.03 17.5 1. 00 17.5 o 0.41 0.00 17.3 1.00 17.3 o 0.41 0.35 20.5 1. 00 20.5 6 0.41 0.05 17.7 1. 00 17.7 1 0.41 0.40 21.1 1. 00 21.1 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-470 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page-50-1 -------------------------------------------------------------------------------- City of San Bernardino 2030 Existing General Plan AM Peak ----~-----------------~------------------------------------------~~~~----------- Level Of Service computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************.*****~******* Intersection #54 Tippecanoe Ave @ Hospitality Lane **********************************~********************************************* Cycle (sec): 110 Critical Vol./eap. (X): 0.441 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 19.7 Optimal Cycle: 38 Level of Service: B *************-******************~************************************************ Street Name: Tippecanoe Avenue Hospitality Lane Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted permitted Rights: Include . Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 89 951 71 26 1038 331 134 69 29 109 156 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 951 71 26 1038 331 134 69 29 109 156 118 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 951 71 26 1038 331 134 69 29 109 156 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 PHF Volume: 89 951 71 26 1038 331 134 69 29 109 156 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 951 71 26 1038 331 134 69 29 109 156 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 951 71 26 1038 331 134 69 29 109 156 118 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0.95 1.00 1.00 0.95 1.0Q l~OO 0.95 1.00 1.00 Lanes: 2.00 2.79 0.21 1.00 2.27 0.73 1.00 1.00 1.00 0.42 0.58 1.00 Final Sat.: 3400 5304 396 1800 4322 1378 1800 1900 1900 764 1093 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat, 0.03 0.18 0.18 0.01 0.24 0.24 0.07 0.04 0.02 0.14 0.14 0.06 Crit Moves: **** **** **** Green/Cycle: 0.09 0.52 0.52 0.09 0.52 0.52 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.29 0.34 0.34 0.16 0.46 0.46 0.24 0.12 0.05 0.46 0.46 0.20 Delay/Veh: 47.2 15.2 15.2 46.6 16.5 16.5 28.4 27.1 26.5 31.0 31.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 15.2 15.2 46.6 16.5 16.5 28.4 27.1 26.5 31.0 31.0 28.0 HCM2kAvg: 2 7 6 1 10 10 3 2 1 7 7 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-471 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 51-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ********************************************************.************************ lntersection #55 Tippecanoe Ave @ San Bernardino Ave *******************************************************~************************ Cycle (sec): 120 Critical Vol./Cap. (Xl: 0.675 Loss Time (secl: 8 (Y+R = 3 sec) Average Delay (sec/vehl: 34.7 Optimal Cycle: 48 Level Of Service: C **********************************~****************************************.***** Street Name: Tippecanoe Avenue San Bernardino Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Prot+permit Prot+permit prot+permit prot+permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 139 623 112 94 1112 124 46 166 206 221 606 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 623 112 94 1112 124 46 166 206 221 606 284 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 623 112 94 1112 124 46 166 206 221 606 284 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 623 112 94 1112 124 46 166 206 221 606 284 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 623 112 94 1112 124 46 166 206 221 606 284 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 139 623 112 94 1112 124 46 166 206 221 606 284 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.36 0.64 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 1900 1900 1800 2587 1213 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.16 0.06 0.05 0.29 0.07 0.03 0.09 0.11 0.12 0.23 0.23 Crit Moves: ** ** .. * ** .. *** * *** Green/Cycle: 0.11 0.44 0.44 0.08 0.41 0.41 0.08 0.19 0.19 0.22 0.33 0.33 Volume/Cap: 0.71 0.38 0.13 0.63 0.71 0.16 0.31 0.45 0.56 0.56 0.71 0.71 Delay/Veh: 63.2 22.9 20.3 61.3 30.9 22.3 52.9 43.1 44.8 43.5 37.1 37.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.2 22.9 20.3 61.3 30.9 22.3 52.9 43.1 44.8 43.5 37.1 37.1 HCM2kAvg: 6 8 2 4 18 3 2 6 7 8 15 15 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-472 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 52-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) *****************************************************************************"*** Intersection #57 Lena Road @ Mill Street ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.337 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 22.3 Optimal Cycle: 34 Level Of Service: C ******************************************************************************** Lena Road Mill Street North Bound South Bound East Bound West Bound L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 0 0 62 0 490 178 310 0 0 507 .69 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 62 0 490 178 310 0 0 507 69 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 62 0 490 178 310 0 0 507 .69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 62 0 490 178 310 0 0 507 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 62 0 490 178 310 0 0 507 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 62 0 490 178 310 0 0 507 69 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.64 0.36 Final Sat.: 0 0 0 1900 0 3800 1900 3800 0 0 5017 683 ------------1---------------) I-------~-------I 1---------------11--------------- I Capacity Analysis Module: VOl/Sat: 0.00 0.00 0.00 0.03 0.00 0.13 0.09 0.08 0.00 0.00 0.10 0.10 Crit Moves; **** **** **** Green/Cycle: 0.00 0.00 0.00 0.38 0.00 0.38 0.28 0.58 0.00 0.00 0.30 0.30 VOlume/Cap: 0.00 0.00 0.00 0.09 0.00 0.34 0.34 0.14 0.00 0.00 0.34 0.34 Delay/veh: 0.0 0.0 0.0 19.8 0.0 22.0 29.2 9.7 0.0 0.0 27.4 27.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 19.8 0.0 22.0 29.2 9.7 0.0 0.0 27.4 27.4 HCM2kAvg: 0 0 0 1 0 5 4 2 0 0 5 5 ******************************************************************************** Street Name: Approach: Movement: Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-473 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 53-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HeM operations Method (Future Volume Alternative) *~****************************************************************************** Intersection #58 Waterman Avenue @ Barton Road ~******************************************************************************* Cycle (sec): Loss Time (see): Optimal Cycle: 100 6 (Y+R = 130 Critical Vol./Cap. (X): 3 sec) Average Delay (sec/veh): Level Of Service: 1.790 288.6 F ******************.**********************r**********************************~**+* Street Name: Waterman Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 1! 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 0 0 1038 0 2418 515 53 0 0 112 236 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1038 0 2418 515 53 0 0 112 236 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1038 0 2418 515 53 0 0 112 236 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1038 0 2418 515 53 0 0 112 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1038 0 2418 515 53 0 0 112 236 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 1038 0 2418 515 53 0 0 112 236 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 0.00 1.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat., 0 1900 0 3600 0 1900 1800 3800 0 1800 3800 1900 ------------1---------------1 1---------------1 I--------~-----~I I~--------------l Capacity Analysis Module: VOl/Sat: 0.00 0.00 0.00 0.29 0.00 1.27 0.29 0.01 0.00 0.00 0.03 0.12 Crit Moves: Green/CYCle: VOlume/Cap: Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: **** **** **** 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.69 0.42 7.1 1.00 7,1 7 0.00 0.00 0.0 1.00 0.0 o 0.69 1.86 403.7 1.00 403.7 209 0.15 1.86 440.9 1.00 440.9 46 0.25 0.05 28.2 1.00 28.2 1 0.00 0.00 0.0 1.00 0.0 o 0.00 0.00 0.0 1.00 0.0 o 0.10 0.29 42.2 1.00 42.2 2 0.10 1.24 190.4 1.00 190.4 16 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F4~ 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 54-1 City of San Bernardino 2030 Existing General Plan AM Peak Level of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #59 Boulder Avenue @ Highland Avenue ****************************************************~*************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.155 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 21.9 Optimal Cycle: 38 Level Of Service: C ******************************************************~************************* Street Name: Boulder Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------I~--------------I 1---------------1 1---------------1 1-- ------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 97 0 102 0 0 0 0 223 86 58 264 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 0 102 0 0 0 0 223 86 58 264 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 97 0 102 0 0 0 0 223 86 58 264 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 0 102 0 0 0 0 223 86 58 264 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 0 102 0 0 0 0 223 86 58 264 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 97 0 102 0 0 0 0 223 86 58 264 0 ------------1---------------1 I-----------~---I 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1:00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 1900 1900 1800 3800 0 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.05 0.00 0.00 0.00 0.00 0.06 0.05 0.03 0.07 0.00 Crit Moves: **** **** **** Green/Cycle: 0.35 0.00 0.35 0.00 0.00 0.00 0.00 0.38 0.38 0.21 0.59 0.00 Volume/Cap: 0.16 0.00 0.15 0.00 0.00 0.00 0.00 0.16 0.12 0.16 0.12 0.00 Delay/Veh: 27.1 0.0 27.1 0.0 0.0 0.0 0.0 24.7 24.4 39.1 11.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.1 0.0 27.1 0.0 0.0 0.0 0.0 24.7 24.4 39.1 11.1 0.0 HCM2kAvg: 2 0 3 0 0 0 0 3 2 2 2 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -475 2030 Existing Gene~al Plan Tue Feb 15, 2005 08:26:43 Page 55-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road ******************************************************************************** Cycle (see): 120 Critical Vol./Cap. (xl: 0.480 Loss Time (see): 8 (Y+R ~ 3 see) Average Delay (see/veh): 35.0 Optimal Cycle: 48 Level Of Service: D *****************************************************************~************** Street Name: Waterman Avenue O~ange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 193 536 44 81 470 1~4 99 298 94 42 616 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 193 536 44 81 470 194 99 298 94 42 616 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 193 536 44 81 470 194 99 298 94 42 616 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L.OO 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 193 536 44 81 470 194 99 298 94 42 616 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 536 44 81 470 194 99 298 94 42 616 48 PCE Adj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 193 536 44 81 470 194 99 298 94 42 616 48 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3800 1900 1600 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.14 0.02 0.05 0.12 0.10 0.06 0.08 0.05 0.02 0.16 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.40 0.40 0.08 0.26 0.26 0.11 0.23 0.23 0.23 0.34 0.34 Volume/Cap: 0.48 0.35 0.06 0.54 0.48 0.40 0.48 0.35 0.22 0.10 0.48 0.07 Delay/Veh: 41.4 25.5 22.3 56.7 38.1 37.4 51.5 39.2 38.1 36.9 31.7 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.4 25.5 22.3 56.7 38.1 37.4 51.5 39.2 38.1 36.9 31.7 27.1 HCM2kAvg: 6 7 1 4 8 6 4 5 3 1 9 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-476 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 56-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Serviee Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street ****************************************************************~*************** Cycle (sec): 120 Critical Vol./Cap. (X): 0 . 693 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (see/veh): 38.2 Optimal Cyele: 49 Level Of Service: D *******************************************.*.****************.******************** Street Name: Del Rosa Avenue Third Street Approach: North Sound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 2 26 11 27 755 326 132 424 58 -299 1095 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 26 11 27 755 326 132 424 58 299 1095 43 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 26 11 27 755 326 132 424 58299 1095 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 26 11 27 755 326 132 424 58 299 1095 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 26 11 27 755 326 132 424 58 299 1095 43 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 2 26 11 27 755 326 132 424 58 299 1095 43 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.0Q 1.00 0.951.00 1.00 Lanes: 1.00 1.41 0.59 1.00 1.40 0.60 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 2670 1130 1800 2654 1146 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.01 0.01 0.02 0.28 0.28 0.07 0.11 0.03 0.17 0.29 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.23 0.23 0.23 0.37 0.37 0.10 0.19 0.19 0.28 0.38 0.38 Volume/Cap: 0.01 0.04 0.04 0.07 0.76 0.76 0.76 0.58 0.16 0.58 0.76 0.06 Delay/Veh: 50.5 36.1 36.1 36.3 35.3 35.3 70.5 45.4 40.7 38.6 34.9 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.5 36.1 36.1 36.3 35.3 35.3 70.5 45.4 40.7 38.6 34.9 23.7 HCM2kAvg: 0 1 1 1 19 19 7 8 2 10 19 1 ******************************************************************************** Traffix 7.6.0715 {c} 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -4 77 2030 Existing General Plan'Tue Feb 15, 2005 08:26:43 Page 57-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way ******************************************************************************** Cycle (sec); 100 Critieal Vol./Cap. (X): 0.296 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 5.2 Optimal Cycle: 38 Level Of Service: A ******************************************************************************** Street Name: Waterman Avenue Vanderbilt Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------- -----11---------------1 1---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 I! 0 0 1 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 936 29 44 1127 0 0 0 0 6 0 47 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 936 29 44 1127 0 0 0 0 6 0 47 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 936 29 44 1127 0 0 0 0 6 0 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 936 29 44 1127 0 0 0 0 6 0 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 936 29 44 1127 0 0 0 0 6 0 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 936 29 44 1127 0 0 0 0 6 0 47 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00. 1.00 0.951.00 1.00 Lanes: 1.00 2.00 1.00 1.00 3.00 0.00 0.00 1.00 0.00 2,00 0.00 1,00 Final Sat.: 1800 3800 1900 1800 5700 0 0 1900 0 3600 0 1900 ------------1---------------11---------------11---------------II---------------j Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.02 0.02 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.02 Crit Moves: **** **** **** Green/CYCle: 0.00 0.72 0.72 0,10 0.82 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Volume/Cap: 0.00 0,34 0.02 0.24 0.24 0.00 0.00 0.00 0.00 0.02 0,00 0.25 Delay/Veh: 0.0 5.3 4.0 42.2 2.0 0.0 0.0 0.0 0.0 40.6 0.0 42.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 5.3 4.0 42.2 2.0 0.0 0.0 0.0 0.0 40.6 0.0 42.2 HCM2kAvg: 0 5 0 1 3 0 0 0 0 0 0 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -4 78 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 58-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of serviee Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #64 Waterman Avenue @ Highland Avenue *********~*******************~************************************************** Cycle (see): 120 Critical'Vol./cap. (X): 0.587 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 35.8 Optimal Cycle: 48 Level Of Service: D **************************~**************~************************~************* Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol:, 115 263 49 146 780 108 102 334 311 195 753 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 ~63 49 146 780 108 102 334 311 195 753 91 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 263 49 146 780 108 102 334 311 195 753 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 263 49 146 780 108 102 334 311 195 753 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 263 49 146 780 108 102 334 311 195 753 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 115 263 49 146 780 108 102 334 311 195 753 91 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjust~ent: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.0Q 1.00 0'.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.78 0.22 Final Sat.: 1800 3800 1900 1800 3800 1900 18003BOO 1900 1800 3390 410 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.07 0.03 0.08 0.21 0.06 0.06 0.09 0.16 0.11 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.23 0.23 0.23 0.35 0.35 0.10 0.29 0.29 0.19 0.38 0.38 Volume/Cap: 0.59 0.30 0.11 0.35 0.59 0.16 0.59 0.31 0.57 0.57 0.59 0.59 Delay/Veh: 55.5 38.5 36.7 39.3 32.6 27.0 57.1 33.7 38.1 46.6 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 55.5 38.5 36.7 39.3 32.6 27.0 57.1 33.7 38.1 46.6 30.4 30.4 HCM2kAvg: 5 4 1 5 12 3 5 5 10 7 13 12 *******************************~*********************************~************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -479 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 "Page 59-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Serviee Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************T************************************************* Intersection #65 E Street @ Orange Show Road *****************************~************************************************** Cycle (see): 120 Critical vol./Cap. (X): 0.635 Loss Time (sec}: 8 (Y+R ~ 3 see) Average Delay (sec/vehl: 34.5 Optimal Cycle: 48 Level Of Service; C ******************************************************************************** Street Name: E Street Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM" Base Vol: 283 414 93 53 484 407 536 534 616 197 847 115 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 414 93 53 484 407 536 534 616 197 847 115 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 283 414 93 53 484 407 536 534 616 197 847 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 283 414 93 53 484 407 536 534 616 197 847 115 Reduet Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 283 414 93 53 484 407 536 534 616 197 847 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 283 414 93 53 484 407 536 534 616 197 847 115 ------------1---------------1 1---------------1 1---------------1 1---------------1 . Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0.89 1.00 1.00 0.89 1.00. 1.00 0.89 1.00 1.00 Lanes: 2.00 1.63 0.37 2.00 2.00 1.00 2.00 1.00 1.00 2.00 2.00 1.00 Final Sat.: 3400 3103 697 3400 3800 1900 3400 1900 1900 3400 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.13" 0.02 0.13 0.21 0.16 0.28 0.32 0.06 0.22 0.06 Crit Moves: **** **** **** **** Green/cycle: 0.13 0.25 0.25 0.08 0.20 0.45 0.25 0.51 0.51 0.09 0.35 0.44 Volume/Cap: 0.64 0.54 0.54 0.19 0.64 0.48 0.63 0.55 0.64 0.64 0.63 0.14 DelayjVeh: 52.4 39.7 39.7 51.5 45.7 23.5 41.7 20.3 22.0 56.9 33.4 20.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.4 39.7 39.7 51.5 45.7 23.5 41.7 20.3 22.0 56.9 33.4 20.4 HCM2kAvg: 6 8 8 1 9 10 10 13 17 5 13 2 ******************************************************************************** ." Traffix 7.6.0715 (el 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F -480 2030 Existing General Plan TUB Feb 15, 2005 08:26:43 Page 60-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #66 E Street @ 2nd Street ******************************************************************************** Cycle (see): 110 critical vol./Cap. (X): 0.573 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 32.7 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: E Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 80 273 41 11 591 94 377 794 143 153 610 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 273 41 11 591 94 377 794 143 153 610 27 Added vel: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 80 273 41 11 591 94 377 794 143 153 610 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 273 41 11 591 94 377 794 143 153 610 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 273 41 11 591 94 377 794 143 153 610 27 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 80 273 41 11 591 94 377 794 143 153 610 27 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 AdJustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.0"0. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.69 0.31 1.00 2.87 0.13 Final Sat.: 1800 1900 1900 1800 3800 1900 1800 3220 580 1800 5458 242 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.14 0.02 0.01 0.16 0.05 0.21 0.25 0.25 0.09 0.11 0.11 Crit Moves: **** **** **** **~* Green/Cycle: 0.09 0.27 0.27 0.09 0.27 0.64 0.37 0.42 0.42 0.15 0.20 0.20 Volume/Cap: 0.49 0.54 0.08 0.07 0.58 0.08 0.56 0.58 0.58 0.58 0.56 0.56 Delay/Veh: 49.9 35.7 30.3 45.9 35.9 7.6 28.6 24.8 24.8 47.1 40.5 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.9 35.7 30.3 45.9 35.9 7.6 28.6 24.8 24.8 47.1 40.5 40.5 HCM2kAvg: 3 8 1 0 9 1 10 12 12 6 7 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-481 2030 Existing General Plan Tue Feb 15, 2005 08;26:43 Page 61-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #67 State Street @ Baseline Street ************************************************************************:******** Cyele (see): 100 Critical Vol./Cap. (X): 0.561 Loss Time (sec); 6 (Y+R = 3 sec) Average Delay (sec/vehl; 2+.1 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name; State Street Baseline Street Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Proteeted Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM ' Base Vol: 186 0 189 0 0 0 0 649 212 356 327 0 Growth Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 0 189 0 0 0 0 649 212 356 327 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 0 189 0 0 0 0 649 212 356 327 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 0 189 0 0 0 0 649 212 356 327 0 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 186 0 189 0 0 0 0 649 212 356 327 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.; 186 0 189 0 0 0 0 649 212 356 327 0 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.51 0.49 1.00 2.00 0.00 Final Sat.; 1800 0 1900 0 0 0 0 2864 936 1800 3800 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.10 0.00 0.10 0.00 0.00 0.00 0.00 0.23 0.23 0.20 0.09 0.00 Crit Moves: **** *-** **** Green/Cycle: 0.18 0.00 0.54 0.00 0.00 0.00 0.00 0.40 0.40 0.35 0.76 0.00 volume/Cap: 0.56 0.00 0.19 0.00 0.00 0.00 0.00 0.56 0.56 0.56 0.11 0.00 Delay/veh: 39.3 0.0 12.0 0.0 0.0 0.0 0.0 23.5 23.5 27.3 3.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.3 0.0 12.0 0.0 0.0 0.0 0.0 23.5 23.5 27.3 3.3 0.0 HCM2kAvg: 6 0 3 0 0 0 0 10 11 9 1 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-482 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 62-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #68 Kendall Drive @ 40th Street ******************************************************************************** Cycle (sec): 120 Critieal Vol./Cap. (X): 0.315 Loss Time (sec}: 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 11.4 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Protected Protected Protected protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 308 2 383 462 0 0 0 0 0 0 374 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 308 2 383 462 0 0 0 0 0 0 374 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 308 2 383 462 0 0 0 0 0 0 374 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 30B 2 383 462 0 0 0 0 0 0 374 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 308 2 383 462 0 0 0 0 0 0 374 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1,00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Final vol.: 0 308 2 383 462 0 0 0 0 0 0 374 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 '1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 1.00 2.00 0.00 1.00 1.00 1.00 Final Sat.: 1800 3775 25 1800 3800 1900 1800 3800 0 1800 1900 1900 ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Capacity Analysis Module: Vol/Sat: 0.00 0.08 0.08 0.21 0.12 0.00 0,00 0.00 0,00 0.00 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.26 0.26 0.67 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0,67 Volume/cap: 0.00 0.32 0.32 0.32 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.29 Delay/Veh: 0.0 36.1 36.1 8,2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1,00 AdjDel/Veh: 0.0 36.1 36.1 8.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8.0 HCM2kAvg: 0 5 6 6 1 0 0 0 0 0 0 5 ******************************************************************************** Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-483 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 63-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Futu~e Volume Alternative) ******************************************************************************** Intersection #69 Mount Vernon Avenue @ Baseline Street ******************************************************************************** Cycle (sec): 100 Critical VOl./Cap. (X); 0.543 Loss Time (sec): 6 (Y+R ~ 3 see) Average Delay (see/veh): 22.7 Optimal Cycle: 36 Level Of Service: C ****************************************************~*************************** Street Name: Mount Vernon Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1--------------- 1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base:Vol: 36 268 69 173 743 58 49 798 84 122 481 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Initial Bse: 36 268 69 173 743 58 49 798 84 122 481 93 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 268 69 173 743 58 49 798 84 122 481 93 User Adj: 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 268 69 173 743 58 49 798 84 122 481 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 268 69 173 743 58 49 798 84 122 481 93 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 36 268 69 173 743 58 49 798 84 122 481 93 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0,95 1.00 1.00 Lanes: 1.00 1.59 0.41 1.00 1.86 0.14 1.00 1.81 0.19 1,00 1.68 0.32 Final Sat.: 1800 3022 778 1800 3525 275 1800 3438 362 1800 3184 616 ------------1---------------1 1---------------1 1---------------11---------------1 capacity Analysis Module: Vol/Sat: 0,02 0.09 0.09 0.10 0,21 0.21 0.03 0.23 0.23 0.07 0.15 0.15 Crit Moves: **** **** **** Green/Cycle: 0.39 0.39 0.39 0.39 0.39 0,39 0.10 0.43 0.43 0.12 0.45 0.45 Volume/Cap: 0.05 0.23 0.23 0.25 0.54 0.54 0,27 0.54 0.54 0.54 0.33 0.33 Delay/Veh: 19.1 20.6 20.6 20.9 24.1 24.1 42.5 21.7 21.7 43.8 17.8 17.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 19.1 20,6 20.6 20.9 24.1 24.1 42.5 21.7 21.7 43.8 17.8 17.8 HCM2kAvg: 1 3 3 4 10 10 2 10 10 4 6 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -484 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 64-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #70 Waterman Avenue @ Mill Street ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.533 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 36.1 Optimal Cycle: 48 Level Of Service: D ****,*****************************"*********************************************~* Street Name: Waterman Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected protected Protected Rights: Inelude Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 97 345 143 121 801 236 171 463 131 192 632 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 97 345 143 121 801 236 171 463 131 1~2 632 114 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 97 345 143 121 801 236 171 463 131 192 632 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 345 143 121 801 236 171 463 131 192 632 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 345 143 121 801 236 171 463 131 192 632 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 97 345 143 121 801 236 171 463 131 192 632 114 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.12 0.88 1.00 2.32 0.68 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 4030 1670 1800 4403 1297 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 I---~---------~-I 1---------------1 Capacity Analysis Module: Val/Sat; 0.05 0.09 0.09 0.07 0.18 0.18 0.10 0.12 0.07 0.11 0.17 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.36 0.36 0.08 0.34 0.34 0.18 0.26 0.26 0.23 0.31 0.31 Volume/Cap: 0.53 0.24 0.24 0.81 0.53 0.53 0.53 0.47 0.26 0.47 0.53 0.19 Delay/Veh: 54.3 27.0 27.0 80.6 32.1 32.1 46.5 37.6 35.4 40.8 34.5 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.3 27.0 27.0 80.6 32.1 32.1 46.5 37.6 35.4 40.8 34.5 30.4 HCM2kAvg: 4 4 4 6 10 10 6 7 4 6 10 3 ***************************************************************~**************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -485 2030 Existing General Plan Tue Feb 15, 2005 08~26:43 Page 65-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #71 E Street @ 30th Street ******************************************************************************** Cycle (see): 100 Critical vol./Cap. (X): 0.436 Loss Time (sec): 4 (Y+R ~ 3 sec) Average Delay {sec/veh}: 15.5 Optimal cycle: 24 Level Of Service: B ******************************************************************************** Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 8 437 56 224 530 366. 147 89 47 329 225 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 437 56 224 530 366 147 89 47 329 225 217 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 437 56 224 530 366 147 89 47 329 225 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 8 437 56 224 530 366 147 89 47 329 225 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 437 56 224 530 366 147 89 47 329 225 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 8 437 56 224 530 366 147 89 47 329 225 217 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 1.77 0.23 1.00 1.18 0.82 1.00 1.31 0.69 1.00 2.00 1.00 Final Sat.: 1800 3368 432 1800 2248 1552 1800 2487 1313 1800 3800 1900 ------------1---------------1 I------~-----~--I 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.12 0.24 0.24 0.08 0.04 0.04 0.18 0.06 0.11 Crit Moves: **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.42 0.42 0.42 0.42 0.42 0.42 volume/Cap: 0.01 0.24 0.24 0.23 0.44 0.44 0.19 0.09 0.09 0.44 0.14 0.27 Delay/Veh: 10.6 12.2 12.2 12.2 13.9 13.9 18.5 17.5 17.5 21.0 18.0 19.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.6 12.2 12.2 12.2 13.9 13.9 18.5 17.5 17.5 21.0 18.0 19.2 HCM2kAvg: 0 4 4 4 8 8 3 1 1 7 2 4 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-486 2030 Existing General plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 66-1 Level Of Service Computation Report 2000 HeM unsignalized Method (Future Volume Alternative) ******************************************************************************** Interseetion #72 Ohio Avenue @ Palm Avenue ******************************************************************************** - Average Delay (sec/veh): 7.3 Worst Case Level Of Service: B[ 10.4] *********************************************************..********************** Street Name: Ohio Avenue Palm Avenue Approach: North Bound South Bound East Bound . West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Inelude Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 01 0 0 1 ------------1---------------1 1---------------1 1---------------1 I---------------j Volume Module: 2030 OLD GP AM Base Vol: 51 1 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 51 1 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 51 1 0 User Adj: 1. 00 1. 00 1. 00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 51 1 0 Reduct Vol: 0 0 0 Final Vol.: 51 1 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx XXX){ xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------1---------------1 [---------------1 1---------------1 1---------------1 capacity Module: Cnflict Vol: 61 xxxx xxxxx xxxx XXX){ xxxxx 154 109 6 166 164 1 Potent Cap.: 1555 xxxx xxxxx xxxx XXX){ xxxxx 818 785 1083 803 732 1090 Move Cap.: 1555 xxxx xxxxx xxxx xxxx xxxxx 723 758 1083 738 707 1090 volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.02 0.05 0.02 0.00 0.11 0.01 - - - - - - - - - - - - 1 - - - - - -"- - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - -.- - - - - - II - - - - - - - - - - - - - --I Level Of Service Module: Queue: 0 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0 . 1 Stopped Del: 7.4 xxxx xxxxx xxxxx XXX){ xxxxx xxxxx xxxx 8.4 LOS by Move: A * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx XXX){ xxxxx 749 xxxx xxxxx SharedQueue: 0.1 xxxx xxxxx 0.0 XXX){ xxxxx 0.2 xxxx xxxxx Shrd StpDel: 7.4 xxxx xxxxx 0.0 XXX){ xxxx.x 10.2 XXX){ xxxxx Shared LOS: A * * A * * B * * ApproachDel: xxxxxx xxxxxx 9.7 ApproachLOS: * * A o 1. 00 o o o o 1. 00 1.00 o o o 6 1. 00 6 o o 6 1.00 1.00 6 o 6 55 1.00 S5 o o 55 1. 00 1. 00 55 o 55 13 1. 00 13 o o 13 1. 00 1. 00 13 o 13 39 1. 00 39 o o 39 1. 00 1.00 39 o 39 20 1. 00 20 o o 20 1. 00 1. 00 20 o 20 1 1. 00 I o o 1 1. 00 1.00 1 o 1 76 1. 00 76 o o 76 1. 00 1. 00 76 o 76 13 1. 00 13 o o 13 1. 00 1. do 13 o 13 xxxxx xxxx 0 . 0 xxxx.x xxxx 8 . 3 * * A LT - LTR - RT 708 xxxx xxxxx o . 4 x.xxx xxxxx 10 . 7 XXX)( xxxxx B * * 10.4 B Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -487 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 67-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #73 Victoria Avenue @ Highland Avenue ******************************************************************************** Cycle (see): 120 Critieal vol./cap. (X); 0.397 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Street Name: Victoria Avenue Highland Avenue Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min, Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 167 19 13 11 48 104 74 446 182 49 690 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 Initial Bse: 167 19 13 11 48 104 74 446 182 49 690 33 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 167 19 13 11 48 104 74 446 182 49 690 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 PHF Volume: 167 19 13 11 48 104 74 446 182 49 690 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 167 19 13 11 48 104 74 446 182 49 690 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Final Vol.: 167 19 13 11 48 104 74 446 182 49 690 33 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1,00 1.00 0,95 1.00. 1,00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.42 0,58 1.00 2.00 1.00 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 2699 1101 1800 3800 1900 ------------1---------------[ 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.01 0.01 0.01 0.03 0.05 0,04 0.17 0,17 0.03 0.18 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.19 0.19 0.19 0.14 0.14 0,10 0.48 0.48 0.08 0.46 0.46 Volume/Cap: 0.40 0.05 0.04 0.03 0.18 0.40 0.40 0.35 0,35 0.33 0.40 0.04 Delay/Veh: 39.4 40.2 40.1 40.0 46.1 48.2 51.7 19.7 19.7 53.1 21.7 18.0 User DelAdj: 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.4 40.2 40.1 40.0 46.1 48.2 51.7 19.7 19.7 53.1 21.7 18.0 HCM2kAvg: 5 1 0 0 2 4 3 7 7 2 8 1 ******************************************************************************** Traffix 7,6.0715 (c) 2003 Dowling ASSOC. Licensed to TRANSTECH, WALNUT, CA F-488 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 68-1 city of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #74 Palm Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.501 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 38.3 Optimal Cycle: 48 Level Of Serviee: D ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach: North Bound Squth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Inelude Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 [---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM - Base Vol: 244 99 73 28 239 142 48 93 232 131 272 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 244 99 73 28 239 142 48 83 232 131 272 32 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut:_ 244 99 73 28 239 142 48 93 232 131 272 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 244 99 73 28 239 142 48 93 232 131 272 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 244 99 73 28 239 142 48 93 232 131 272 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 244 99 73 28 239 142 48 93 232 131 272 32 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0:95 1.00 1.00 0.95 1.00 -1.00 0.95-1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.63 0.37 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 1900 1900 1800 1192 708 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.04 0.02 0.20 0.20 0.03 0.02 0.12 0.07 0.07 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.27 0.27 0.27 0.40 0.40 0.19 0.24 0.24 0.15 0.19 0.19 Volume/Cap; 0.50 0.19 0.14 0.06 0.50 0.50 0.14 0.10 0.50 0.50 0.37 0.09 Delay/Veh: 48.2 33.7 33.2 32.4 27.5 27.5 40.2 35.2 39.9 48.8 42.2 39.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.2 33.7 33.2 32.4 27.5 27.5 40.2 35.2 39.9 48.8 42.2 39.7 HCM2kAvg: 5 3 2 1 10 11 1 1 8 5 5 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -489 2030 Existing General plan Tue Feb 15, 2005 08:26:43 Page 69-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Interseetion #75 SR-30 EB Ramps @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critical Vol./Cap. (X): 0.524 Loss Time (see): 4 (Y+R ~ 3 see) Average Delay (see/veh): 19.2 Optimal Cycle: 24 Level Of Service: B *****************************************,*************************************** Street Name: SR-30 EB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM . Base Vol: 0 0 0 915 0 220 0 361 0 0 896 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 915 0 220 0 361 0 0 896 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 915 0 220 0 361 0 0 896 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 915 0 220 0 361 0 0 896 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 915 0 220 0 361 0 0 896 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0Q. 1.00 Final Vol.: 0 0 0 915 0 220 0 361 0 0 896 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3800 0 3800 0 0 3800 0 ------------1---------------1 1---------------1 I--------------~I 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.06 0.00 0.10 0.00 0.00 0.24 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.51 0.00 0.51 0.00 0.45 0.00 0.00 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 0.52 0.00 0.11 0.00 0.21 0.00 0.00 0.52 0.00 Delay/Veh: 0.0 0.0 0.0 18.1 0.0 13.8 0.0 18.4 0.0 0.0 22.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 18.1 0.0 13.8 0.0 18.4 0.0 0.0 22.1 0.0 HCM2kAv9: 0 0 0 10 0 2 0 4 0 0 11 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F-490 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 70-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ************************************************t******************************* Intersection #76 SR-30 WB Ramps @ Highland Avenue ******************************************************************************** Cycle (sec): 110 Critieal Vol./Cap. (X): 0.493 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 17.7 Optimal Cycle: 27 Level Of Service: B ******************************************************************************** Street Name: SR-30 WB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Inelude Min. Green: 10 10 10 10 0 10 10 10 0 0 10 10 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 660 0 70 0 0 0 0 702 0 0 1032 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 660 0 70 0 0 0 0 702 0 0 1032 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 660 0 70 0 0 0 0 702 0 0 1032 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 660 0 70 0 0 0 0 702 0 0 1032 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 660 0 70 0 0 0 0 702 0 0 1032 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 660 0 70 0 0 0 0 702 0 0 1032 0 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 3400 0 1900 1800 0 1900 1800 3800 0 0 3800 0 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.19 0.00 0.04 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.27 0.00 Crit Moves: **** **** Green/Cycle: 0.39 0.00 0.39 0.00 0.00 0.00 0.00 0.55 0.00 0.00 0.55 .0.00 VOlume/Cap: 0.49 0.00 0.09 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.49 0.00 Delay/Veh: 25.3 0.0 21.0 0.0 0.0 0.0 0,0 13.7 0.0 0.0 15.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.3 0.0 21.0 0.0 0.0 0.0 0.0 13.7 0.0 0.0 15.4 0.0 HCM2kAvg: 9 0 1 0 0 0 0 6 0 0 11 0 ****************************************~*************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-491 2030 Existing General plan Tue Peb 1~, 2005 08:26;43 Page 71-1 City of San Bernardino 2030 Existing General Plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #77 Arden Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.566 Loss Time (sec): 10 (Y+R = 3 sec) Average Delay (sec/veh): 33.4 optimal Cycle: 50 Level Of Service: C ******************************************************************************** Street Name: Arden Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------1 1---------------1 I---------------j 1---------------1 Volume Module: 2030 OLD GP AM Base vol: 135 115 148 33 227 87 42 605 222 364 667 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 135 115 148 33 227 87 42 605 222 364 667 112 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 135 115 148 33 227 87 42 60S 222 364 667 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 135 115 148 33 227 87 42 605 222 364 667 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 115 148 33 227 87 42 605 222 364 667 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 135 115 148 33 227 87 42 605 222 364 667 112 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 19001900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.89 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.45 0.55 2.00 2.00 1.00 1.00 2.57 0.43 Final Sat.: 1800 1900 1900 1800 2747 1053 3400 3800 1900 1800 4880 820 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.08 0.06 0.08 0.02 0.08 0.08 0.01 0.16 0.12 0.20 0.14 0.14 Crit Moves: **** **** **** **** G~een/Cycle: 0.13 0.14 0.14 0.14 0.15 0.15 0.08 0.28 0.28 0.36 0.55 0.55 Volume/Cap: 0.57 0.43 0.56 0.13 0.57 0.57 0.15 0.57 0.42 0.57 0.25 0.25 Delay/Veh: 52.0 47.8 49.7 45.5 49.1 49.1 51.3 37.6 35.6 32.3 13.8 13.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 52.0 47.8 49.7 45.5 49.1 49.1 51.3 37.6 35.6 32.3 13.8 13.8 HCM2kAvg: 5 4 6 1 6 6 1 10 7 11 5 5 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-492 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General Plan AM Peak Page 72-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #78 Arden Avenue @ SR-30 WB Ramps ********~*********************************************************************** - Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A[ O.oJ ******************************************************************************** Street Name: Arden Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Inelude Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 0 Added vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj: 1.00 1.00 1.00 PHF Adj : 1. 00 1. 00 1. 00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module: Cri tical Gp: xxxxx xxxx xxxxx =x xxxx xxxxx =xx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx XXX){ =xx =xx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Module: Cnflict vol: xxxx xxxx xxxxx xxxx XXX){ xxxxx xxxx xxxx xxxxx xxxx XXX)( }(){XXX Potent Cap.: xxxx xxxx xxxxx xxxx xxxx =xx XXX){ xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx xxxx xxxx xxxxx VOlume/Cap: xxxx xxxx .xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx - - - - - - - - - - - -1- - - - - - - - - - - - - - - II - - - - -.:. - - - - - -' - - -11- - - - - - - - -.- - - - - -11- - - - - - - - - - -..: - - - 1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx =xx =xx xxxx xxxxx xxxxx xxxx =xx Stopped Del: xxxxx xxxx =xx xxxxx xxxx xxxxx xxxxx xxxx =xx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx =xx =xx xxxx x.x.xxx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx }{){XXX xxxxx xxxx =xx =xx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx =xx xxxx xxxxx xxxxx xxxx x.x.xxx Shared LOS: * * * * * * * * * * * * ApproaehDel: =xxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 785 1.00 785 o o 785 1. 00 1. 00 785 o 785 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 889 1. 00 889 o o 889 1.00 1.00 889 o 889 1264 1. 00 1264 o o 1264 1. 00 1. 00 1264 o 1264 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -493 2030 Existing General Plan Tue Feb 15, 2005 08:26:43 Page 73-1 City of San Bernardino 2030 Existing General plan AM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 EB Ramps *****************************************~*************************************** Cycle (sec): 100 Critical Vol,/eap. (X): 0.424 Loss Time (sec): 4 (Y+R ~ 3 see) Average Delay (sec/veh): 16.4 Optimal Cycle: 24 Level Of Service: B ~******************************************************************************* Street Name: Arden Avenue SR-30 BB Ramps Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 0 587 100 407 459 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Initial Bse: 0 587 100 407 459 0 0 0 0 0 0 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 587 100 407 459 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1,00 1.00 1.00 1,00 1.00 PHF Volume: 0 587 100 407 459 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 587 100 407 459 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1,00 1.00 1.00 1,00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Final Vol,: 0 587 100 407 459 0 0 0 0 0 0 0 ------------1---------------11---------------1 1- -------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1,00. 1,00 1.00 1.00 1.00 Lanes: 0.00 1.71 0.29 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3247 553 1800 3800 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.18 0.23 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/cycle: 0.00 0.43 0,43 0.53 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.42 0,42 0.42 0,23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 20.3 20.3 14.4 12.4 0.0 0.0 0,0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.3 20.3 14,4 12.4 0.0 0.0 0,0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 7 7 B 4 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-494 2030 Existing General plan Tue Feb 15, 2005 08:26:43 City of San Bernardino 2030 Existing General plan AM Peak Page 74-1 Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** *************************************************************~****************** Cycle (sec): 100 Critical vol./Cap. (Xl: 0.238 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh): 5.2 Optimal Cycle: 24 Level Of Service: A ******************************************************************************** Street Name: I Street 2nd Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Pe~mitted Permitted Rights: Include Include Inelude Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP AM Base Vol: 4 12 31 50 28 27 24 767 2~ 10 527 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 12 31 50 28 27 24 767 21 10 527 74 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 12 31 50 28 27 24 767 21 10 527 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 12 31 50 28 27 24 767 21 10 527 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 12 31 50 28 27 24 767 21 10 527 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 4 12 31 50 28 27 24 767 21 10 527 74 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes; 0.50 1.50 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.75 0.25 Final Sat.: 950 2850 1900 1900 1900 1900 1800 3800 1900 1800 3332 468 ---------~--I---------------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.02 0.03 0.01 0.01 0.01 0.20 0.01 0.01 0.16 0.16 Crit Moves: Green/Cycle: Volume/cap, Delay/Veh: User DelAdj: AdjDel/Veh: HCM2kAvg: Intersection #80 I Street @ 2nd Street **** 0.11 0.04 39.7 1. 00 39.7 o 0.11 0.04 39.7 1. 00 39.7 o 0.11 0.13 40.2 1.00 40.2 1 0.11 0.15 40.5 1. 00 40.5 1 0.11 0.24 41.0 1.00 41.0 2 0.11 0.13 40.4 1. 00 40.4 1 **** 0.85 0.02 1.2 1. 00 1.2 o 0.85 0.24 1.5 1. 00 1.5 2 0.85 0.01 1.2 1. 00 1.2 o 0.85 0.01 1.1 1. 00 1.1 o 0.85 0.19 1.4 1. 00 1.4 2 0.85 0.19 1.4 1. 00 1.4 2 ************************************~******************************************* Traffix 7.6.0715 (e) 2003 Dowling Assoc. Lieensed to TRANS TECH , WALNUT, CA F -495 F -496 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 -------------~---------------------------~-~~----------------------------~-~---- Page 2-1 City of San Bernardino 2030 Existing General Plan PM Peak Impact Analysis Report Level Of Service -----------------------------~-~-~----------------~---------------------- Intersection Base Del/ vj LOS Veh C # 5 Northpark Boulevard @ Universi C 22.7 0.225 # 6 Kendall Drive @ University Par D 36.40.804 # 8 E Street @ Highland Avenue B 15.9 0.360 # 9 Hunts Lane @ E Street F OVRFL 0.000 # 11 Waterman Avenue @ Fifth Street D 36.8 0.751 # 12 E Street @ Baseline Street C 24.7 0.680 # 13 Arrowhead Avenue @ Baseline St B 16.0 0,529 # 14 Mount Vernon Avenue @ 2nd Stre C 32.8 0.713 # 15 Mount Vernon Avenue @ Rialto A B 16.8 0.478 # 17 Mount Vernon Avenue @ 5th Stre C 25.0 0,663 # 18 Waterman Avenue @ 30th Street F 86.4 1.147 # 21 Sierra way @ 30th Street B 16.3 0.703 # 22 Del Rosa Avenue @ Baseline Str C 29.6 0.805 # 23 Waterman Avenue @ SR-30 EB Ram F 119.5 1.290 # 24 Leroy/SR-30 WB On Ramp @ 30th B 16.9 0.518 # 25 SR-30 WB Off Ramp @ 30th Stree F OVRFL 0.000 # 26 Del Rosa Avenue @ Lynwood Driv B 14.8 0.656 # 27 Harrison Street @ 40th Street F 769.4 0.000 # 28 Sterling Avenue @ Highland Ave D 35.2 0.619 # 29 Waterman Avenue @ Marshall Bou A 3.8 0.567 # 30 Waterman Avenue @ 36th Street E 35.3 0.000 # 31 Sterling Avenue @ Lynwood Driv D 34.3 0.986 # 32 Sterling Avenue @ Foothill Dri A 9.6 0.377 Future Del/ 'VI LOS Veh C C 22.7 0.225 Change in + 0.000 DjV D 36.4 0.80~ + 0.000 D/V B 15.9 0.360 + 0.000 D/V F OVRFL 0.000 + 0.000 DjV ;$ D 36.8 0.751 + 0.000 DjV C 24.7 0.680 + 0.000 D/V B 15.0 0.529 + 0.000 D/V e 32.8 0.713 + 0.000 DjV B 16.8 0.478 + 0.000 D/V C 25.0 0.663 + 0.000 D/V F 86.4 1.147 + 0.000 D/V B 16.3 0.703 + 0.000 D/V C 29.6 0.805 + 0.000 D/V F 119.5 1.290 + 0.000 D/V B 16.9 0.518 + 0.000 D/V F OYRFL 0.000 + 0.000 D/V B 14.8 0.656 + 0.000 DjV F 769.4 0.000 + 0.000 D/V D 35.2 0.619 + 0.000 DjV A 3.8 0.567 + 0.000 DjV E 35.3 0.000 + 0.000 D/V D 34.3 0.986 + 0.000 vjc A 9.6 0.377 + 0.000 vie Traffix 7.6.0715 (c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -497 2~30 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 16-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #23 Waterman Avenue @ SR-30 EB Ramps *************************************************************~****************** Cycle (sec): 100 Critical Vol./Cap. (Xl: 1.290 Lass Time (sec): 6 (Y+R = 3 sec) Average Delay (see/veh): 119.5 optimal Cycle: 130 Level Of Service: F ***~*******~**************************t***************************************** Street Name: Waterman Avenue SR-30 EB Ramps Approach: North Bound south Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Proteeted Protected Split Phase Split Phase Rights: Include Inelude Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 320 435 649 357 0 1122 0 608 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 320 435 649 357 0 1122 C 608 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 320 435 649 357 0 1122 0 608 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 320 435 649 357 0 1122 0 608 0 0 0 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 320 435 649 357 0 1122 0 608 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 320 435 649 357 0 1122 0 608 0 0 0 ------------1---------------[ 1---------------1 1---------------11---------------1 Saturation Flow Module: ' Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00. Loa 1.00 1.00 1.'00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 1900 1800 3800 0 1800 0 1900 0 0 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.08 0.23 0.36 0.09 0.00 0.62 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.18 0.18 0.28 0.46 0.00 0.48 0.00 0.48 0.00 0.00 0.00 Volume/Cap: 0.00 0.47 1.29 1.29 0.21 0.00 1.29 0.00 0.66 0.00 0.00 0.00 Delay/Veh: 0.0 37.5 192.3 181.0 16.3 0.0 165.1 0.0 21.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 37.5 192.3 181.0 16.3 0.0 165.1 0.0 21.5 0.0 0.0 0.0 HCM2kAvg: 0 5 28 40 3 0 67 0 15 0 0 0 *****************************************************************~************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -498 2030 Existing General ~lan Tue Feb 15, 2005 13:21:48 Page 17-1 City of San Berna~dino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Ope~ations Method (Futu~e volume Alternative) ******************************************************************************** Inte~section #24 Leroy/SR-30 WB On Ramp @ 30th Street ******************************************************************************** Cycle (see): 100 Critieal Vol./Cap. (X): 0.518 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (see/veh): 16.9 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Street Name: Leroy Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Cont~ol: Split phase split Phase Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 10 10 10 10 10 10 10 10 10 Lanes: 0 0 0 0 0 0 0 11 0 0 1 0 2 0 1 1 1 0 1 0 ------------[---------------1 1---------------1 1---------------1 1--------------- 1 Volume Module: 2030 OLD GP PM Base Vol: 0 0 0 0 0 0 0 721 100 1069 511 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 0 0 0 0 0 0 0 721 100 1069 511 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 0 0 0 0 721 100 1069 511 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 721 100 1069 511 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 721 100 1069 511 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 0 0 0 0 721 100 1069 511 0 ------------1---------------1 1---------------1 1---------------[ 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00. 1.00 0:95 1.00 1.00 Lanes: 0.00 0.00 0.00 0.00 1.00 0.00 1.00 2.00 1.00 2.00 1.00 0.00 Final Sat.: 0 0 0 0 1900 0 1800 3800 1900 3600 1900 0 ------------1---------------1 1---------------1 1---------------1 1--------------- I Capaeity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.05 0.30 0.27 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.37 0.57 0.57 0.00 volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.14 0.52 0.47 0.00 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.1 21.3 13.1 12.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.1 21.3 13.1 12.5 0.0 HCM2kAvg: 0 0 0 0 0 0 0 9 2 10 9 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT. CA F-499 2030 Existing General Plan Tue Feb 15, 2005 ~3:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Page 18-1 Level Of Service Computation Report 2000 HCM unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #25 SR-30 WB Off Ramp @ 30th Street ******~************************************************************************* Average Delay (sec/veh): 561.0 Worst Case Level of Service: F[1117.0) ******************************************************************************** Street Name: SR-30 WB Off Ramp 30th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 I---~-----------I 1---------------1 1-------- ------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Inelude Include Include Include Lanes: 1 0 0 0 1 0 0 It 0 0 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 1051 0 57 Growth Adj: 1.00 1.00 1.00 Initial Bse: 1051 0 57 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 1051 0 57 User Adj: 1.00 1.00 1.00 PHF Adj: 1. 00 1. 00 1. 00 PHF Volume: 1051 0 57 Reduct Vol: 0 0 0 Final Vol.: 1051 0 57 Critical Gap Module: Cr it i cal Gp: 6 . 8 xxxx 6 . 9 xxxxx xxx.x xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Fall owUpT im: 3 . 5 xxxx 3 . 3 xxxxx xxxx xxxxx xxxxx xxxx xx.xxx xx.xxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 865 xxxx 316 xxxx xxxx xxxx.x xxxx xxxx xxxxx xxxx xxxx xxx.x.x Paten t Cap.: 297 xxxx 686 xxxx xxxx xxxx.x xxxx xxxx xxxxx xxxx xxxx xxx.x.x Move Cap.: 297 xxxx 686 xxxx xxx.x xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 3.54 xxxx 0.08 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx - - - .:. - - - - - - - - I - - - - - - - - - - - - ~ - - 'II - - - ..: - - - - - - - - - - - II - - - - - - - - - :- - - - - - 'II - - - - - - - - - - - - - - - I Level Of Service Module: Queue: 98.3 xxxx Stopped Del: 1177 xxxx LOS by Move: F * Movement: LT - LTR Shared Cap.: xxxx xxxx SharedQueue:xxxxx xxxx Shrd StpDel:xxxxx xxxx Shared LOS: * * ApproachDel: 1117.0 ApproachLOS : F o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1. 00 o o o 632 1. 00 632 o o 632 1. 00 1. 00 632 o 632 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 466 1. 00 466 o o 466 1. 00 1. 00 466 o 466 o 1. 00 o o o o 1. 00 1. 00 o o o o . 3 xxxxx xxxx xxxx.x xxxxx x.x.xx xxxxx xxxxx xxxx xxxxx 10 . 7 xxxxx xxxx xxxxx xxxxx x.x.xx xxx.x.x xxxxx xxxx xxxxx B * * * * * * * * * - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * * * * * * * * * * =xxx * xxxxxx * =xxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -500 2030 Existing General Plan Tue Feb 15, 2005 13,21:48 Page 19-1 City of San Bernardino 2030 Existing General Plan PM peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **************************************************************+***************** Intersection #26 Del Rosa Avenue @ Lynwood Drive ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.656 Loss Time (sec) , 4 (Y+R = 3 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 31 Level Of Service: B *****~************************************************************************** Street Name: Del Rosa Avenue Lynwood Drive Approach: North Bound SQuth Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 1 0 ------------J---------------I 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 98 1160 476 63 794 15 25 171 172 378 131 61 Growth Adj: 1.00 1.00 1.06 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1,00 Initial Sse: 98 1160 476 63 794 15 25 171 172 378 131 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 98 1160 476 63 794 15 25 171 172 378 131 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 PHF Volume: 98 1160 476 63 794 15 25 171 172 378 131 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 98 1160 476 63 794 15 25 171 172 378 131 61 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 98 1160 476 63 794 15 25 171 172 378 131 61 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0,95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Lanes: 1,00 1.42 0.58 1.00 1.96 0.04 0.14 0,93 0.93 1.00 0.68 0.32 Final Sat.: 1800 2694 1106 1800 3730 70 258 1766 1776 1900 1296 604 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.43 0.43 0.04 0.21 0.21 0.10 0,10 0.10 0.20 0.10 0.10 C~it Moves: **** **** G~een/Cycle: 0,66 0.66 0.66 0,66 0.66 0.66 0.30 0.30 0.30 0.30 0.30 0,30 VOlume/Cap: 0.08 0.66 0,66 0,05 0.32 0.32 0.32 0.32 0.32 0.66 0.33 0.33 Delay/Veh: 6.3 11,0 11,0 6,1 7.6 7.6 27.0 27.0 27.0 32.1 27.1 27.1 User DelAdj, 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 6.3 11,0 11.0 6.1 7.6 7,6 27.0 27.0 27.0 32.1 27.1 27.1 HCM2kAvg: 1 16 16 1 5 5 4 4 4 11 5 5 ******************************************************************************** Traffix 7.6,0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -501 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM peak Page 20-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) *************************************************.******************************* Intersection #27 Harrison Street @ 40th Street ******************************************************************************** Average Delay (see/veh); 117.1 Worst Case Level Of Service: F[769.4] ******************************************************************************** Street Name: Harrison Street 40th Street Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11----.-----------11---------------11---------------) Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 305 0 36 Growth Adj: 1.00 1.00 1.00 Initial Bse: 305 0 36 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 305 0 36 User Adj: 1.001.001.00 PHF Adj: 1.00 1.00 1.00 PHF Volume, 305 0 36 Reduct Vol: 0 0 0 Final Vol.: 305 0 36 Critical Gap Module: Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxx.xx ------------I---------------j 1---------------1 1---------------1 1---------------1 Capacity Module: Cnf 1 ic t Vol: 1420 XXX)( 489 xxxx XXX}( XXXXX xxxx XXX}( xxxxx 977 xxxx xxx.xx Pot en t Cap.: 130 XXX)( 531 XXX)( xxxx XXXXX xxxx xxxx xxxxx 714 xxxx xxxxx Move Cap.: 123 xxxx 531 xxxx xxxx xxx.xx xxxx xxxx xxxxx 714 xxxx xxxxx VOlume/Cap: 2.48 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx 0.07 xxxx XXX){ -------:...----1---------------11---------------11---------.------11 ~____________u I Level Of Service Module: Queue: xxxxx xxxx xx.xxx xxxxx XXX){ xxxxx xxx.xx xxxx xxxxx S topped De 1 : xxxxx xxxx xxxx.x xxxxx xxxx xx.x.xx xxxxx xxxx xxxxx LOS by Move, * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap., xxxx 134 xxxx.x xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx 30. 1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx :x:xxxx Shrd StpDel:xxxxx 769 xxxx.x xxxxx xxxx xx.x.xx xxxxx xxxx xxxxx: Shared LOS: * F * * * * * * * ApproachDel: 769.4 xxxxxx xxxxxx ApproachLOS: F * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1.00 1.00 o o o 796 1. 00 796 o o 796 1. 00 1.00 796 o 796 181 1. 00 181 o o 181 1. 00 1. 00 181 o 181 47 1. 00 47 o o 47 1. 00 1. 00 47 o 47 879 1. 00 879 o o 879 1. 00 1.00 879 o 879 o 1. 00 o o o o 1. 00 1. 00 o o o o . 2 xxxx xxxxx 10 . 4 xxxx xxxxx B * * LT - LTR - RT xxxx 0.2 10.4 B xxxx xxxxx xxxx xxxxx xxxx xxxxx * * x.xxxxx * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -502 2030 Existing General Plan Tue Feb 1St 2005 13:21:48 Page 21-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Serviee Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Sterling Avenue @ Highland Avenue ******************************************************************************** Cycle {sed: 100 Critical vol./eap. {X): ,0.619 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 35.2 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Sterling Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, 2030 OLD GP PM Base Vol: 189 666 72 89 331 57 195 428 256 297 ~97 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 189 666 72 89 331 57 195 428 256 297 597 257 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 189 666 72 89 331 57 195 428 256 297 597 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume, 189 666 72 89 331 57 195 428 256 297 597 257 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 189 666 72 89 331 57 195 428 256 297 597 257 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 189 666 72 89 331 57 195 428 256 297 597 257 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.25. 0.75 1.00 1.40 0.60 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 2378 1422 1800 2656 1144 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.11 0.18 0.04 0.05 0.09 0.03 0.11 0.18 0.18 0.17 0.22 0.22 Crit Moves: **** Green/Cycle: 0.28 0.28 VOlume/Cap: 0.38 0.63 Delay/Veh: 29.8 33.0 User DelAdj: 1.00 1.00 AdjDel/Veh: 29.8 33.0 HCM2kAvg: 5 10 **** **** **** 0.28 0.14 27.3 1. 00 27.3 2 0.10 0.49 44.7 1.00 44.7 3 0.10 0.87 63.5 1. 00 63.5 8 0.10 0.30 42.6 1. 00 42.6 2 0.18 0.61 41.5 1. 00 41.5 6 0.28 0.63 32.5 1. 00 32.5 10 0.28 0.63 32.5 1. 00 32.5 10 0.26 0.63 35.6 1. 00 35.6 9 0.37 0.61 26.7 1. 00 26.7 11 0.37 0.61 26.7 1. 00 26.7 11 ***********************************************************~******************** Traffix 7.6.0715 (c) 2003 Dowling Assoe. Licensed to TRANSTECH, WALNUT, CA F -503 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 22-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Interseetion #29 Waterman Avenu~ @ Marshall Boulevard ******************************************************************************** Cyele (sec): 100 Critical Vol./Cap. (x): 0.567 Loss Time (see): 4 (Y+R = 3 see) Average Delay (see/veh): 3.B Optimal Cycle: 25 Level Of Serviee: A ******************************************************************************** Street Name: Waterman Avenue Marshall Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 78 1844 0 0 1674 16 36 0 112 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 1844 0 0 1674 16 36 0 112 0 0 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 78 1844 0 0 1674 16 36 0 112 0 0 0 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 1844 0 0 1674 16 36 0 112 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 1844 0 0 1674 16 36 0 112 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 78 1844 0 0 1674 16 36 0 112 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: .1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 1.98 0.02 1.00 0.00 1.00 0.00 1.00 1.00 Final Sat.: 1800 3800 0 1800 3764 36 1900 0 1900 0 1900 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.49 0.00 0,00 0.44 0.44 0.02 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.86 0.86 0.00 0.00 0.86 0.86 0.10 0.00 0.10 0.00 0.00 0.00 VOlume/Cap: 0.05 0.57 0.00 0.00 0.52 0.52 0.18 0.00 0.57 0.00 0.00 0.00 Delay/Veh: 1.1 2.3 0.0 0.0 2.0 2.0 41.4 0.0 46.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 1.1 2.3 0.0 0.0 2.0 2.0 41.4 0.0 46.5 0.0 0.0 0.0 HCM2kAvg: 0 8 0 0 7 7 1 0 4 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F~M 2030 Existing General Plan Tue Feb 15, 2005 13;21:48' Page 23-1 --------------------------------------------------------~-~----~--~~------~----- City of San Bernardino 2030 Existing General Plan PM Peak ---~-------------------------------------------------~-------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ***********************-********************************************************* Intersection #30 Waterman Avenue @ 36th Street ****************************************************~*************************** Average Delay (see/veh): 1.7 Worst Case Level Of Service: E[ 35.3] ******************************************************************************** Street Name: Waterman Avenue 36th Street Approach: North Bound South Bound EastBound WestBound Movement: L T R L T R L T R L T R - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - -- - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - 1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base vol: 67 1814 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 67 1814 0 Added Vol: : 0 0 0 PasserByVol: 0 0 0 Initial Fut: 67 1814 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: . 67 1814 0 Reduct Vol: 0 0 0 Final Vol.; 67 1814 0 Critical Gap Module: Cri tical Gp: 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx Fall owUpT im ; 2 . 2 xxxx xxxxx xxxxx xxxx xxxxx 3 . 5 xx.xx 3 . 3 xxxxx xx.xx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 1513 xx.xx xxxxx xx.xx xxxx xxxxx 2541 xxxx 757 xx.xx xx.xx xxxxx Pot en t Cap.: 448 xx.xx xxxxx xxxx xx.xx xxxxx 23 xxxx 3 55 xx.xx xx.xx xxxxx Move Cap.: 448 xxxx xxxxx xxxx xx.xx xxxxx 20 xxxx 355 xxxx xxxx xxxxx Volume/Cap: .0.15 xxxx xxxx xxxx xx.xx xxxx 0.40 xxxx 0.37 xxxx xxxx xxxx ------------1---------------1 1---------------1 I---------~-----I I------~--------I Level Of Service Module: Queue: 0 . 5 xxxx xxxxx Stopped Del: 14.5 xxxx xxxxx LOS by Move: B * * Movement: LT - LTR - RT Shared Cap.: xx.xx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xx.xx xxxxx Shared LOS: * * * ApproachDel: = ApproachLOS: * o 1. 00 o o o o 1. 00 1.00 o o o 1486 1. 00 1486 o o 1486 1. 00 1.00 1486 o 1486 27 1. 00 27 o o 27 1. 00 1. 00 27 o 27 8 1.00 8 o o 8 1. 00 1. 00 8 o 8 o 1. 00 o o o o 1. 00 1. 00 o o o xxxxx xxxx xxxxx xxxxx xxxx xxxx.x xxxx xxxxx xxxxx xxxx * * * * * LT - LTR - RT xx.xx xxxxx xx.xx xxxxx xxxx xxxx.x xxxx.x * xxxx xxxxx * xxxxxx * * LT - LTR 20 xxxx 1. 1 xxxx 270.7 xxxx F * 131 1. 00 131 o o 131 1. 00 1. 00 131 o 131 1.7 21. 0 C - RT xxxxx xxxxx xxxx.x * o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o xxxx.x xxxx xxxxx xxxxx xxxx xxxxx * * * LT - LTR - RT o xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -505 35.3 E xxxxxx 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 24-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #31 Sterling Avenue @ Lynwood Drive ******************************************************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.986 Loss Time (see): 0 (Y+R = 4 see) Average Delay (sec/veh): 34.3 Optimal Cycle: 0 Level Of Service: D ******************************************************************************** Street Name: Sterling Avenue Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Stop Sign Stop sign Stop sign Stop Sign Rights: Inelude Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 1 0 ------------1--------------- 11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM . Base Vol: 184 342 145 122 -146 49 58 364 127 37 242 113 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 184 342 145 122 146 49 58 364 127 37 242 113 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 184 342 145 122 146 49 58 364 127 37 242 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 184 342 145 122 146 49 58 364 127 37 242 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 342 145 122 146 49 58 364 127 37 242 113 PCE Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 184 342 145 122 146 49 58 364 127 37 242 113 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.55 1.02 0.43 0.77 0.92 0.31 0.14 0.86. 1.00 0.19 1.23 0.58 Final Sat.: 230 443 194 293 369 126 59 369 462 76 506 245 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.80 0.77 0.75 0.42 0.40 0.39 0.99 0.99 0.27 0.49 0.48 0.46 Crit Moves: **** **** **** **** Delay/Veh: 37.3 33.4 30.3 18.2 17.0 16.6 68.8 68.8 13.1 19.3 18.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 37.3 33.4 30.3 18.2 17.0 16.6 68.8 68.8 13.1 19.3 18.7 LOS by Move: E D D C C C F F B C C ApproachDel: 33.8 17.4 55.9 18.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 33.8 17.4 55.9 18.5 LOS by Appr: D C F C ***************************************************************************~**** o 17.6 1. 00 17.6 C Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-506 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 25-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #32 Sterling Avenue @ Foothill Drive ********************************************************~*********************** Cycle (see): 100 Critical Vol. /Cap. (X): 0.377 Loss Time (sec): 0 (Y+R = 4 see) Average Delay (sec/veh), 9.6 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Sterling Avenue Foothill Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Inelude Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM . Base Vol: 108 0 19 0 0 9 0 21~ 87 6 166 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 0 19 0 0 9 0 212 87 6 166 0 Added Vol; 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 108 0 19 0 0 9 0 212 87 6 166 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 0 19 0 0 9 0 212 87 6 166 0 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 0 19 0 0 9 0 212 87 6 166 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 108 0 19 0 0 9 0 212 87 6 166 0 ------------1---------- ----11---------------1 1---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00.1.00 LOa Lanes: 1.00 0.70 0.30 0.00 0.00 1.00 0.00 0.71. 0.29 0.03 0.97 0.00 Final Sat.: 565 445 190 0 0 687 0 562 230 26 710 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.19 0.00 0.10 xxxx xxxx 0.01 xxxx 0.38 0.38 0.23 0.23 xxxx Crit Moves: **** **** **** **** Delay/veh~ 10.1 8.6 8.6 0.0 0.0 7.8 0.0 10.0 10.0 9.1 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 10.1 8.6 8.6 0.0 0.0 7.8 0.0 10.0 10.0 9.1 9.1 LOS by Move: B A A * * A * A A A A ApproachDe 1 : 9 . 5 7 . 8 10 . 0 9 . 1 Delay Adj~ 1.00 1.00 1.00 1.00 ApprAdjDel: 9.5 7.8 10.0 9.1 LOS by Appr: A A A A ******************************************************************************** o 0.0 1. 00 0.0 * Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -507 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Page 26-1 Level Of Service Computation Report 2000 HOM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #33 ~el Rosa Avenue @ Foothill Drive ******************~************************************************************* Average Delay (sec/veh): 75.8 Worst Case Level Of Service: F[279.9] ******************************************************************************** Street Name: Del Rosa Avenue Foothill Drive " Approaeh: North Bound SouthBound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 It 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 278 87 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 278 87 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 278 87 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 278 87 Reduct Vol: 0 0 0 Final Vol.: 0 278 87 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xx.xxx =xx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------1 1---------------1 1---------------1 I---------------j Capacity Module, Cnf 1 i c t Vol: xxxx xxxx xxxxx 365 xxxx xx.xxx xxxx xxxx xxxxx 1109 xxxx 183 Potent Cap.; xxxx. XXX}( xxxxx 1205 xxxx xxxxx xxxx xxxx xxxxx 234 xx.xx 865 Move Cap. : xxxx xxxx xxxxx 1205 xxxx xxxxx xxxx xx.x.x xxxxx 179 xxxx 865 Volume/Cap: xxxx. xxxx xxxx. 0.25 xxxx xxxx xxxx xxxx xxxx 1.42 xxxx 0.06 - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - -.- - - - - - II - - - - - - - - - - - - - - - 1 Level Of Service Module: Queu e , xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR RT Shared Cap.: xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel : xxxxxx ApproachLOS: * 303 1. 00 303 o o 303 1. 00 1. DO 303 o 303 181 1. 00 181 o o 181 1. 00 1. 00 181 o 181 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 254 1. 00 254 o o 254 1.00 1. 00 254 o 254 o 1. 00 o o o o 1. 00 1. 00 o o o 48 1. 00 48 -0 o 48 1. 00 1. 00 48 o 48 1 . 0 xxxx xxxxx xxxxx xxxx xxxx.x xxxxx xxxx xxxxx 9 . 0 xxxx xxxxx xxxxx xx.x.x xxxx.x xx.xxx xxxx xx.xxx A * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 205 xxxxx 1 . 0 xxxx xx.xxx xx.xxx xxxx xxxx.x xxxxx 18. 3 xxxxx 9 . 0 xxxx xx.xxx xx.xxx xxxx xxxx.x x.xxxx 280 xxxxx A * * * * * * F * xxxxxx xxxxx.x 279 . 9 * * F F -508 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA 2030 Existing General Plan Tue Feb 15/ 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak page 27-1 Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) *********************************************~*******w************************** Intersection #34 30th Street @ Lynwood Drive *~******************************~*********************************************** Average Delay (see/veh): 0.6 Worst Case Level Of Serviee: A[ 1.4] ******************************************************************************** Street Name: 30th Street Lynwood Drive Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1--------------- 11---------------11---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Ignore Include Inelude Include Lanes; 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 0 276 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 276 Added Vol: 0 0 0 PasserByVo1: 0 0 0 Initial Fut: 0 0 276 User Adj, 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 PHF Volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critical Gap Module, Cr i t ieal Gp: xxxxx XXXX xxxxx xxxxx xxxx xxxxx xxxxx 6 . 5 xxxxx 7 . 1 6 . 5 xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 xxxxx 3.5 4.0 xxxxx ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Module: Cnfliet Vol: xxxx xxxx xxxxx x.xxx xxxx xxxxx xxxx 0 xxxxx 315 0 xxxxx Pot en t Cap.: xxxx xxx.x xx.xxx x.xxx x.xxx xxxxx xxxx 0 xxxxx 642 0 xxxxx Move Cap.: xxxx xxx.x xx.xxx x.xxx xxxx xxxxx x.xxx 0 xxxxx 642 0 xxxxx Volume/Cap: xxxx xxxx xxxx x.xxx x.xxx xxxx. XlOOt 0.00 xxxx 0.09 0.00 x.xxx ------------1---------------11---------------11---------.------11---------------1 Level Of Serviee Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0 . 0 xxxxx 0 . 3 0 .0 xxxxx S toppe d De 1 : xxxxx xxxx xxxxx xxxxx xxxx xxxxx =.xx 0 . 0 xxxxx 11. 2 0 . 0 xxxxx LOS by Move: * * * * * * * A * B A * Movement: LT - LTR - RT LT - LTR - RT LT- LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx x.xxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue ,xxxxx xxxx xxxxx xxxxx x.xxx xxxxx xxxxx xxxx xxxxx xxxxx: xxxx = Shrd StpDel, xxxxx xxxx xxxxx xxxxx xxxx xxx.xx xxxxx xxxx xxx.xx xxxxx XXX)( xx.xxx Shared LOS: * * * * * * * * * * * * ApproachDel, xxxxxx xxxxxx 0.0 1.4 ApproachLOS: * * A A o 1.00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 630 1. 00 630 o o 630 1. 00 1. 00 630 o 630 o 1. 00 o o o o 1. 00 1. 00 o o o 60 1. 00 60 o o 60 1. 00 1. 00 60 o 60 408 1. 00 408 o o 408 1. 00 1. 00 408 o 408 o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -509 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 28-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #35 Waterman Avenue @ 40th Street *********************~********************************************************** Cycle (see): 100 Critical VoL/Cap. (X): 0.917 Loss Time (see): 6 (Y+R = 3 see) Average Delay (sec/veh): 36.9 Optimal Cycle: 104 Level Of Service: D ******************************************************************************** Street Name: Waterman Avenue 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 285 1515 53 265 1228 139 349 615 153 36 738 410 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 285 1515 53 265 1228 139 349 615 153 36 738 410 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 285 1515 53 265 1228 139 349 615 153 36 738 410 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF ~dj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 285 1515 53 265 1228 139 349 615 153 36 738 410 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 285 1515 53 265 1228 139 349 615 153 36 738 410 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 285 1515 53 265 1228 139 349 615 153 36 738 410 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.93 0.07 1.00 1.80 0.20 1.00 1.60 0.40 1.00 1.29 0.71 Final Sat.: 1800 3672 128 1800 3414 386 1800 3043 757 1800 2443 1357 ------~-----I---------------I 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.16 0.41 0.41 0.15 0.36 0.36 0.19 0.20 0.20 0.02 0.30 0.30 Crit Moves: ***'* **** **** Green/Cycle, 0.19 0.45 0.45 0.16 0.42 0.42 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.85 0.92 0.92 0.92 0.85 0.85 0.59 0.61 0.61 0.06 0.92 0.92 Delay/Veh: 57.3 34.0 34.0 73.4 30.4 30.4 29.4 29.1 29.1 23.0 42.9 42.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.3 34.0 34.0 73.4 30.4 30.4 29.4 29.1 29.1 23.0 42.9 42.9 HCM2kAvg: 11 27 26 12 21 22 9 10 10 1 21 21 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-510 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Page 29-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ********************~*********************************************************** Average Delay (sec/veh): Intersection #36 Waterman Avenue @ 34th Street *******************************************~************************************ F[ 61.1] 0.9 Worst Case Level Of Service: ******************************************************************************** Street Name: Waterman Avenue 34th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control, Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 1 0 1 0 1 1 0 0 1 0 0 1 0 1 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 42 1847 0 Growth Adj: 1.00 1.00 1.00 Initial Bse, 42 1847 0 Added vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 42 1847 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 42 1847 0 Reduct Vol: 0 0 0 pinal vol.: 42 1847 0 Critical Gap Module, Cri tical Gp: 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . 8:xxxx 6 . 9 xxxxx xxxx xxxxx Foll owUpTim : 2 . 2 xxxx xx.xxx xxxxx xxxx xxxxx 3 . 5 xx.xx 3 . 3 xxxxx xx.xx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 1625 xxxx xxxxx XXX)( xxxx xxxxx 2626 xxxx 813 xxxx =xx xxxxx Potent Cap.: 406 xxxx xx.xxx :xxxx xxxx xxxxx 20 xxxx 326 xxxx xxxx xxxxx Move Cap.: 406 xxxx xxxxx :xxxx xxxx xxxxx 18 xxxx 326 XXX)( xxxx xxxxx Volume/Cap: 0.10 xxxx xx.xx xxxx xxxx xxxx 0.38 xxxx 0,11 xxxx xxxx xxxx -~----------I---------------I 1---------------1 I---------~-----I I------~--------I Level Of Service Module: Queue: 0 .3 xxxx xxxxx xxxxx xxxx xxxxx =xx xxxx 0 .4 xxxxx xxxx xxxxx S topped Del: 14. 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17 . 5 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 18 xxxx xxxxx 0 xxxx x.xxxx E?haredQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1 . 1 xxxx xxxxx xxxxx xxxx x.xxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 291.7 xxxx xxxxx :x:xxxx xxxx xxxxx Shared LOS: * * * * * '* F * '* '* * * ApproachOel : xxx.xxx xxxxxx 61 . 1 xxxxxx ApproachLOS: * * p '* o 1. 00 o o o o 1. 00 1. 00 o o o 1612 1. 00 1612 o o 1612 1. 00 1. 00 1612 o 1612 13 1. 00 "13 " 0 o 13 1.00 1. 00 13 o 13 7 1. DO 7 o o 7 1. 00 1. 00 7 o 7 o 1.00 o o o o 1. 00 1.00 o o o 37 1. 00 37 o o 37 1. 00 1. 00 37 o 37 o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -511 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 30-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *******~**********************************************************************+* .. Intersection #37 Waterman Avenue @ Parkdale Avenue ******~************************************************************************* Cycle (sec): 100 Critical Vol./Cap. (X): 0.624 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 7.3 Opt imal Cycle:. :2 9 Level Of Service: A ******************************************************************************** Street Name: Waterman AvenueParkdale Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights, Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes; 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base vql, 26 1882 13 19 1461 21 112 60 131 7 7 19 Growth-Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 26 1882 13 19 1461 21 112 60 131 7 7 19 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 1882 13 19 1461 21 112 60 131 7 7 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 1882 13 19 1461 21 112 60 131 7 7 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 1882 13 19 1461 21 112 60 131 7 7 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 26 1882 13 19 1461 21 112 60 131 7 7 19 ------------1---------------1 [---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1;00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 1.97 0.03 1.00 0.31 0.69 1.00 1.00 1.00 Final Sat.: 1800 3774 26 1800 3746 54 1800 597 1303 1800 1900 1900 ------------1---------------1 1---------------1 1---------------11---------------1 capacity Analysis Module: Vol/Sat: 0.01 0.50 0.50 0.01 0.39 0.39 0.06 0.10 0.10 0.00 0.00 0.01 Crit Moves: **** **** Green/Cycle: 0.800.80 0.80 0.800..80 0.80 0.160.16 0.16 0.160.16 0.16 Volume/Cap: 0.02 0.62 0.62 0.01 0.49 0.49 0.39 0.62 0.62 0.02 0.02 0.06 DelayjVeh: 2.1 4.4 4.4 2.0 3.4 3.4 38.4 43.1 43.1 35.4 35.4 35.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 2.1 4.4 4.4 2.0 3.4 3.4 38.4 43.1 43.1 35.4 35.4 35.6 HCM2kAvg: 0 12 16 0 8 7 3 7 6 0 0 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-512 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 31-1 city of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Valencia Avenue @ 30th Street ***************************~*********k***************************~************** Cycle {sec): 100 Critieal vol./Cap. (X): 0.215 Loss Time (sec): 4 (Y+R ~ 3 sec) Average Delay (sec/veh): 3.9 Optimal Cycle: 24 Level Of Service: A ******************************************************************************** . . Street Name: Valencia Avenue 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 0 0 15 0 55 96 674 0 0 399 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 15 0 55 96 674 0 0 399 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 15 0 55 96 674 0 0 399 3 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 15 0 55 96 674 0 0 399 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 15 0 55 96 674 0 0 399 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol., 0 0 0 15 0 55 96 674 0 0 399 3 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 0.00 1.00 1.99 0.01 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 3800 0 1800 3772 28 ------------1--------------- j 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.00 0.00 0.01 0.00 0.03 0.05 0.18 0.00 0.00 0.11 0.11 Crit Moves, **** **** Green/CyCle, 0.00 0.00 0.00 0.13 0.00 0.13 0.83 0.83 0.00 0.00 0.83 0.83 VOlume/Cap: 0.00 0.00 0.00 0.06 0.00 0.21 0.06 0.21 0.00 0.00 0.13 0.13 Delay/Veh: 0.0 0.0 0.0 37.9 0.0 39.0 1.6 1.9 0.0 0.0 1.7 1.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.9 0.0 39.0 1.6 1.9 0.0 0.0 1.7 1.7 HCM2kAvg: 0 0 0 0 0 2 1 2 0 0 1 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -513 2030 Existing General Plan Tue Feb IS, 2005 13:21:48 page 32-1 City of San Bernardino 2030 Existing General Plan PM peak Level Of Service Computation Report 2000 HeM 4-Way Stop Method (Future Volume Alternative) ***~******************************.********************************************* Intersection #39 Valencia Avenue @ 40th Street *************************************************~****************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.956 Loss Time (sec): 0 (Y+R = 4 see) Average Delay (sec/veh): 40.3 Optimal Cycle: 0 Level Of Service: E . ****~*************************************************************************** Street Name: Valencia Avenue 40th Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 I-~-------------I 1---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 27 0 16 0 0 0 _ 0 923 17 13 1141 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 0 16 0 0 0 0 923 17 13 1141 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 27 0 16 0 0 0 0 923 17 13 1141 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 0 16 0 0 0 0 923 17 13 1141 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 0 16 0 0 0 0 923 17 13 1141 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 0 16 0 0 0 0 923 17 13 1141 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes:' 1.00 0.00 1.00 0.00 0.00 0.00.0.00 1.96 0.04 O.OZ 1.98 0.00 Final Sat.: 370 0 447 0 0 0 0 1124 21 14 1195 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 xxxx 0.04 xxxx xxxx xxxx xxxx 0.82 0.82 0.96 0.96 xxxx Crit Moves: **** **** **** Delay/Veh: 12.0 0.0 10.5 0.0 0.0 0.0 0.0 30.3 30.1 49.7 49.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.0 0.0 10.5 0.0 0.0 0.0 0.0 30.3 30.1 49.7 49.5 LOS by Move: B * B * * * * D DEE ApproachDel, 11.5 xx:xxxx 30.3 49.5 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 11.5 xx:xxxx 30.3 49.5 LOS by Appr: B * D E ******************************************************************************** o 0.0 1. DO 0.0 * ..,. Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -514 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 33-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #40 Del Rosa Avenue @ SR-30 EB Ramps *******************************************+************~*********************** Cycle (see): 100 critical Vol./Cap. (Xl: 0.837 Loss Time (sec): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 32.2 optimal Cycle: 67 Level Of Service: C ******~~*************2************~********~******t**~*~*****************~****** Street Name: Del Rosa Avenue SR-30 EB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------1 j ---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 10 10 10 10 0 10 10 10 0 0 0 Lanes: 0 0 2 1 0 1 0 2 0 0 0 1 0 0 1 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 912 186 311 397 0 800 0, 580 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 912 186 311 397 0 800 0 580 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 0 912 186 311 397 0 BOO 0 580 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 912 186 311 397 0 800 0 580 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 912 186 311 397 0 BOO 0 580 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 912 186 311 397 0 800 0 580 0 0 0 ------------1--------------- j 1--------------- j 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.49 0.51 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 4734 966 1800 3800 0 1900 0 1900 0 0 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.19 0.17 0.10 0.00 0.42 0.00 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.23 0.23 0.21 0.44 0.00 0.50 0.00 0.50 0.00 0.00 0.00 VOlume/Cap: 0.00 0.84 0.84 0.84 0.24 0.00 0.84 0.00 0.61 0.00 0.00 0.00 Delay/veh, 0.0 41.6 41.6 53.2 17.8 0.0 27.9 0.0 18.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 41.6 41.6 53.2 17.8 0.0 27.9 0.0 18.9 0.0 0.0 0.0 HCM2kAvg: 0 13 13 12 4 0 23 0 13 0 0 0 **********************~********************************************************* Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -515 2030 Existing Gen~ral Plan Tue Feb 15, 2005 13:21:48 Page 34-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************.************************************************************** Intersection #41 Del Rosa Avenue @ SR-30 WE Ramps *****************w***********************************************************~** Cycle (sec): 100 Critieal Vol./Cap. (X): 1.537 Loss Time (sec): 6 (Y+R = 3 sec) Average Delay (sec/veh): 196.7 Optimal Cyele: 130 Level Of Service: F ****-*************************************************************************** Street Name: Del Rosa Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -~----------I---------------II---------------II---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Inelude Min. Green: 10 10 0 0 10 10 0 0 0 10 0 10 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 1 --~---------I---------------I 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 655 615 0 0 297 814 0 0 0 412 0 1239 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 655 615 0 0 297 814 0 0 0 412 0 1239 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 655 615 0 0 297 814 0 0 0 412 0 1239 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 655 615 0 0 297 814 0 0 0 412 0 1239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 655 615 0 0 297 814 0 0 0 412 0 1239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 655 615 0 0 297 814 0 0 0 412 0 1239 ------------1---------------11-------------:..-11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 "1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 1800 3800 0 0 3800 1900 0 0 0 1800 0 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.36 0.16 0.00 0.00 0.08 0.43 0.00 0.00 0.00 0.23 0.00 0.65 Cr it Move s , * * * * * * " * * * * * Green/Cycle: 0.24 0.52 0.00 0.00 0.28 0.28 0.00 0.00 0.00 0.42 0.00 0.42 Volume/Cap: 1.54 0.31 0.00 0.00 0.28 1.54 0.00 0.00 0.00 0.54 0.00 1.54 Delay/veh: 291.2 14.1 0.0'" 0.0 28.4 286'.9 0.0 0.0 0.0 22.3 0.0 276.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 291.2 14.1 0.0 0.0 28.4 286.9 0.0 0.0 0.0 22.3 0.0 276.5 HCM2kAvg: 49 5 0 0 4 61 0 0 0 10 0 91 ********************************************************~*********************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-516 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 35-1 City of San. Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ***************************************.***************************************** Intersection #42 Sierra Way @ 40th Street *~************************************~***************************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.881 Loss Time (see): 6 (Y+R = 3 sec) Average Delay (sec/veh): 32.6. Optimal Cycle: 84 Level Of Service: C ******************~*********************************************************~*** Street Name: Sierra Way 40th Street Approach: North Bound South Bound East Bound West Bound Movemen t : L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Prot+Permit prot+permit Rights, Include Include Inelude Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 328 1137 291 266 926 314 372 699 295 144 674 261 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 328 1137 291 266 926 314 372 699 295 144 674 261 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 328 1137 291 266 926 314 372 699 295 144 674 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 328 1137 291 266 926 314 372 699 295 144 674 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 328 1137 291 266 926 314 372 699 295 144 674 261 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 328 1137 291 266 926 314 372 699 295 144 674 261 ------------1---------------1 1---------------11---------------1 I---------------j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.59 0.41 1.00 1.49 0.51 1.00 1.41 0.59 1.00 1.44 0.56 Final Sat.: 1800 3026 774 1800 2838 962 1800 2672 1128 1800 2739 1061 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Val/Sat: 0.18 0.38 0.38 0.15 0.33 0.33 0.21 0.26 0.26 0.08 0.25 0.25 Crit Moves: **** **** **** Green/Cycle: 0.43 0.43 0.43 0.43 0.43 0.43 0.23 0.41 0.41 0.10 0.28 0.28 Volume/Cap: 0.43 0.88 0.88 0.3~ 0.77 0.77 0.88 0.63 0.63 0.80 0.88 0.88 Delay/Veh: 20.5 32.4 32.4 19.6 26.7 26.7 55~9 24.1 24.1 65.9 43.2 43.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0~ AdjDel/Veh: 20.5 32.4 32.4 19.6 26.7 26.7 55.9 24.1 24.1 65.9 43.2 43.2 HCM2kAvg: 7 23 23 5 18 17 14 13 13 6 17 17 ******************************************************************************** . Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -517 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM Peak Page 36-1 Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ********************************.~**~***********************~******************* Intersection #45 Tippecanoe Avenue @ Rialto Avenue ******************************************************************************** Average Delay (sec/veh): 32.4 Worst Case Level Of Serviee: F[190.3l ******************************************************************************** Street Name: Tippecanoe Avenue Rialto Avenue Approach: North Bound South Bound EastBound West Bound Movement: L T R L T R L T R L T R ------------I---------------II---~-----------II---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------I---------~-----l 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 30 1003 0 Growth Adj: 1.00 1.00 1.00 Initial Bse: 30 1003- 0 Added Vol: 0 0 0 passerByVol: 0 0 0 Initial Fut: 30 1003 0 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 30 1003. 0 Reduct Vol: 0 0 0 Final Vol.: 3D 1003 0 Critical Gap Module: c~i t i ca 1 Gp: 4 . 1 xxxx xxxxx xxxxx xxxx xxxxx 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx FollowUpTim: 2 . 2 xxxx xxxxx xxxxx xxxx xxxxx 3 . 5 xxxx. 3 . 3 xxxxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict vol: 709 xxxx. xxxxx xxxx xxxx xxxxx 1259 xxxx 355 xxxx XXX)( xxxxx Pot en t Cap.: 899 XXX}( xx.xxx xxxx xxxx xxxxx 165 xxxx 648 xxxx xxxx x.xxxx Move Cap.: 899 x.xxx xxxxx ){XXX xxxx xxxxx 161 xxxx 648 xxxx XXX)(. xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx){XXX xxxx 1.45 xxxx 0.19 xxxx xxxx xxxx - - - - - - - - - - - - 1 - - - - - -..: - - - - - - - -11- - - - - - - -:.. - - - - - ':'11 - - - - - - - - -.- - - - - - II - - - - - - - - - - - - - - .;. I Level Of Service Module: Queue: 0 . 1 xxxx xxxxx xxxx.x xxxx xxxxx 14 . 9 xxxx 0 . 7 xxxxx xxxx xxxxx S topped De 1 : 9 . 1 xxxx xxxxx xxxxx xxxx xxxxx 284. 5 xxxx . 11 . 9 xxxxx x.xxx x.xxxx LOS by Move: A * * * * * F * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : =xx xxxx xxxxx xxxxx x.xxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx.xxxxx Shared LOS: * * * * * * * * * * * , ApproachDel: xxxxxx xxxxxx 190.3 xxxxxX ApproaehLOS: * * F * o 1. 00 o o o o 1. 00 1. 00 o o o 686 1.00 686 o o 686 1.00 1.00 686 o 686 23 1. 00 23 o o 23 1. 00 1. 00 23 o 23 233 1. 00 233 o o 233 1. 00 1. 00 233 o 233 o 1.00 o o o o 1.00 1.00 o o o 123 1. 00 123 o o 123 1. 00 1. 00 123 o 123 o 1. 00 o o o o 1.00 1.00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-518 .' 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 37-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #46 Tippecanoe Ave @ Harry Shepard Blvd *******************************r***********~************************************ Cycle (see), 120 Critical Vol./Cap. (X): 0.601 Loss Time (sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 6.6 Optimal Cycle: 39 Level Of Service: A ******************************************************************************** Street Name: Tippecanoe Avenue Harry Shepard Blvd Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: Include Include Include Inelude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 1 0 0 0 I! 0 0 1 0 1 0 1 ------------1---------------11--------------- 11---------------11---------------1 Volume Module, 2030 OLD GP PM . Base Vol: 0 1021 143 18 777 . 0 0 0 0 25 0 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1021 143 18 777 0 0 0 0 25 0 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1021 143 18 777 0 0 0 0 25 0 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1021 143 18 777 0 0 0 0 25 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1021 143 18 777 0 0 0 0 25 0 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1021 143 18 777 0 0 0 0 25 0 5 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 Final Sat.: 1800 1900 1900 1800 3800 0 0 1900 0 1800 1900 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: vol/Sat: 0.00 0.54 0.08 0.01 0.20 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.77 0.77 0.08 0.85 0.00 0.00 0.00 0.00 0.08 0.00 0.08 Volume/Cap: 0.00 0.70 0.10 0.12 0.24 0.00 0.00 0.00 0.00 0.17 0.00 0.03 Delay/Veh: 0.0 8.6 3.6 51.3 1.7 0.0 0.0 0.0 0.0 51.7 0.0 50.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 8.6 3.6 51.3 1.7 0.0 0.0 0.0 0.0 51.7 0.0 50.6 HCM2kAvg: 0 19 1 1 3 0 0 0 0 1 0 0 . ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-519 2030 'Existing General Plan Tue Feb 15, 2005 13:21:48 Page 38-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ********************************************~*.********************************* Intersection #47 Tippecanoe Avenue @ 3rd Street ****************************************************************~*************** Cycle (sec): 110 Critical Vol./Cap. (X): 0.853 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 44.6 Optimal Cycle: 62 Level Of Service: D ***************************************************,**********~*~**************** Street Name: Tippecanoe Avenue 3rd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Proteeted Protected Protected Protected Rights: Include Inelude Inelude Include Min, Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Sase Vol: 123 619 505 47 310 40 125 933 36" 385 574 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Initial Sse: 123 619 50S 47 310 40 125 933 36 385 574 66 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 123 619 505 47 310 40 125 933 36 385 574 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 619 50S 47 310 40 125 933 36 385 574 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 619 505 47 310 40 125 933 36 385 574 66 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 123 619 505 47 310 40 125 933 36 385 574 88 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00' Lanes: 1.00 1.10 0.90 1.00 1.77 0.23 1.00 1.93 0.07 1.00 2.00 1.00 Final Sat.: 1800 2093 1707 1800 3366 434 1800 3659 141 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.07 0.30 0.30 0.03 0.09 0.09 0.07 0.25 0.26 0.21 0.15 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.32 0.32 0.09 0.32 0.32 0.09 0.28 0.28 0.23 0.42 0.42 Volume/Cap: 0.75 0.91 0.91 0.29 0.28 0.28 0.76 0.91 0.91 0.91 0.36 0.11 Delay/Veh: 66.4 46.3 46.3 47.6 27.9 27.9 67.9 50.3 50.3 65.2 21.8 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.4 46.3 46.3 47.6 27.9 27.9 67.9 50.3 50.3 65.2 21.6 19.3 HCM2kAvg: 6 22 22 2 4 4 6 20 21 17 7 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -520 2030 Existing General plan Tue peb 15, 2005 13:21:48 Page 39-1 . City of San Bernardino 2030 Existing General Plan PM Peak Level Of Serviee Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #48 Tippecanoe Ave @ Mill Street *************************~***************+************************************** Cycle (see): 110 Critical Vol./Cap. (X): 0 .669 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 23.5 Optimal Cycle: 45 . Level Of Service: C ****~**~*******************.********~*****+****~****************~***********.**** Street Name: Tippecanoe Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 10 10 0 10 10 10 10 0 10 0 0 0 Lanes: 1 0 2 1 0 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 240 1140 0 0 740 10 40 0 808 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 240 1140 0 0 740 10 40 0 808 0 0 0 Added vol, 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 240 1140 0 0 740 10 40 0 808 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 240 1140 0 0 740 10 40 0 808 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 240 1140 0 0 740 10 40 0 808 0 0 0 PCE Adj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 240 1140 0 0 740 10 40 0 808 0 0 0 ------------1---------------1 I---------------j 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment, 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 3.00 0.00 1.00 2.00 1.00 1.00 1.00 1.00 1.001.00 0.00 Final Sat.: 1800 5700 0 1800 3800 1900 1800 1900 1900 1800 1900 0 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.20 0.00 0.00 0.19 0.01 0.02 0.00 0.43 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.20 0.49 0.00 0.00 0.29 0.73 0.44 0.00 0.64 0.00 0.00 0.00 VOlume/Cap: 0.67 0.41 0.00 0.00 0.67 0.01 0.05 0.00 p.67 0.00 0.00 0.00 Delay/Veh: 45.5 17.9 0.0 0.0 35.9 4.1 17.9 0.0 14.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.5 17.9 0.0 0.0 35.9 4.1 17.9 0.0 14.1 0.0 0.0 0.0 HCM2kA.vg: 9 8 0 0 12 0 1 0 18 0 0 0 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed co TRANSTECH, WALNUT, CA F -521 2030 Existing General Plan Tue Feb 15, 2005 13:~1:48 City of San Bernardino 2030 Existing General Plan PM Peak Page 40-1 Level Of Service Computation Report 2000 HeM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #49 Rancho Avenue @ 5th St/Foothill Blvd ********~*********************************************************************** Average Delay {sec/veh}: 3163.2 Worst Case Level Of Service: F[9022.0] ***********************************************k******************************** Street Name: Rancho Avenue 5th Street/Foothill Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------] I---~-----------I 1---------------1 1---------------1 Control, Stop sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------1---------------1 1---------------] 1---------------1 1---------------1 Volume Module: 2030 old gp PM Base vol: 479 0 722 Growth Adj: 1.00 1.00 1.00 Initial Bse: 479 0 722 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 479 0 722 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 479 0 722 Reduct Vol: 0 0 0 Final Vol.: 479 0 722 Critical Gap Module: Cri t ica 1 Gp: 6 . 8 xxxx 6 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 1 xxxx xxxxx FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------1---------------1 1---------------1 ]---------------1 1---------------1 Capacity Module: Cnflict Vol: 1945 xxxx 262 xxxx xxxx xxxxx xxxx xxxx xxxxx 954 xxxx xxxxx Paten t Cap.: 58 xxxx 743 xxxx:x:xxx:x:xxxx xxxx xxxx xxxxx 729 xxxx xxxxx Move Cap.: 24 xxxx 743 xxxx xxxx xxxxx xxxx xxxx xxxxx 729 xxxx xxxxx Volume/Cap: 19.78 xxxx 0.97 xxxx xxxx xxxx xxxx xxxx xxxx 0.72 xxxx xxxx ------------1-----------.:.---11-'--------------11-------'--.--'----11---------------1 Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xx:x:xx 6 . 2 xxxx xx:x:xx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxx:x:x xxxx = 21.5 xxxx xxxxx LOS by Move, * * * * * * * * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 58 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue : xxxxx 146 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd S t pDe 1 : xxxxx 9022 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX){ xxxxx Shared LOS: * F * * * * * * * . * * * ApproachDel: 9022.0 xxxxxx xxxxxx xxxxxx ApproachLOS, F * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1.00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 523 1.00 523 o o 523 1. 00 1.00 523 o 523 431 1. 00 431 o o 431 1. 00 1. 00 431 o 431 523 1. 00 523 o o 523 1. 00 1. 00 523 o 523 751 1. 00 751 o o 751 1.00 1. 00 751 o 751 o 1. 00 o o o o 1. 00 1. 00 o o o Trafrix 7.6.0715 (c) 2003 Dowling Assoc. Lieensed to TRANSTECH, WALNUT, CA F -522 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 41-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ***************************~**************************************************** Intersection #50 Mount Vernon Avenue @ Mill Street ******************************,*************************************~************ Cycle (sec): 110 Critical Vol./cap. (X): 0.762 Loss Time (see): 8 (Y+R ~ 3 see) Average Delay (sec!veh): 37.0 Optimal Cycle: 59 Level Of Service, D ***********************************************~******************************** Street Name: Mount Vernon Avenue Mill Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R --~~---~----I---------------Il---------------II---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ~-~~--------I---~-----------II---------------II---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 218 927 272, 133 587 75 102 689 170 292 655 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 218 927 272 133 587 75 102 689 170 292 655 231 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 218 927 272 133 587 75 102 689 170 292 655 231 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 218 927 272 133 587 75 102 689 170 292 655 231 Reduct vol, 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 218 927 272 133 587 75 102 689 170 292 655 231 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 218 927 272 133 587 75 102 689 170 292 655 231 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 1.77 0.23 1.00 1.60 0.40 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3369 431 1800 3048 752 1800 3800 1900 ---------- - -1- - ------- -- - - - -11-- --- - - ------- -I i --- ------- --- --11---- ----- - -- ---I Capacity Analysis Module: Vol/Sat: 0.12 0.24 0.14 0.07 0.17 0.17 0.06 0.23 0.23 0.16 0.17 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.32 0.32 0.10 0.25 0.25 0.09 0.30 0.30 0.21 0.42 0.42 VOlume/Cap: 0.71 0.76 0.45 0.76 0.71 0.71 0.62 0.76 0.76 0.76 0.41 0.29 Delay/veh: 50.4 36.5 30.2 66.1 40.4 40.4 55.5 38.2 38.~ 49.3 22.6 21.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.001.ao 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.4 36.5 30.2 66.1 40.4 40.4 55.5 38:2 38.2 49.3 22.6 21.3 HCM2kAvg: 8 16 7 6 11 11 4 15 15 11 8 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-523 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 42-1 City of Sail Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #51 Mountain View Ave @ San Bernardino Ave ***************************************************~**************************** Cycle (sec): 100 Critical Vol./Cap. (X): 2.460 Loss Time (see): 0 (Y+R ~ 4 sec) Average Delay {sec/veh): 339.5 Optimal Cycle: 0 Level Of Service: F **************************************************.****************************** Street Name: Mountain view Ave San Bernardino Ave Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 338 177 223 336 386 47 46. 811 331 125 506 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 177 223 336 386 47 46 811 331 125 506 128 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 338 177 223 336 386 47 46 811 331 125 506 128 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 338 177 223 336 386 47 46 811 331 125 506 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 177 223 336 386 47 46 811 331 125 506 128 PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 338 177 223 336 386 47 46 811 331 125 506 128 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 .1.00 1.00 1.00 1.00 Lanes: 0.66 0.34 1.00 0.47 0.53 1.00 1:00 1.00 1.00 0.33 1~33 0.34 Final Sat.: 231 121 390 157 180 363 298 330 352 121 498 129 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 1.46 1.46 0.57 2.14 2.14 0.13 0.15 2.46 0.94 1.04 1.02 0.99 Crit Moves: ***~ **** **** **** Delay/Veh: 249.8 250 23.4 546.3 546 13.9 16.1 688 66.5 89.2 82.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 249.8 250 23.4 546.3 546 13.9 16.1 688 66.5 89.2 82.6 LOS by Move: F F C F F B C F F F F ApproachDel: 181.4 513.7 489.1 82.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 181.4 513.7 489.1 82.6 LOS by Appr, F F F F ********************************************~*************~********************* o 76.0 1. 00 79.0 F Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -524 2030 Existing-General Plan Tue Feb 15, 2005 13:21,48 Page 43-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #52 Mount Vernon Avenue @ Highland Avenue *************~********.********************************************************* Cycle (sec): 110 Critical Vol./Cap. (X): 0.680 Loss Time (sec): 6 (Y+R ~ 3 sec) Average Delay (sec/veh): 25.8 Optimal Cyele, 40 Level Of Service, C ******************************************************************************** Street Name: Mount Vernon Avenue Highland Avenue App~oach: North Bound Squth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Protected protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 157 158 136 67 108 232 353 752 148 99 1234 104 Growth Adj: 1,00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0b 1.00 Initial Bse: 157 158 136 67 108 232 353 752 148 99 1234 104 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 157 158 136 67 108 232 353 752 148 99 1231 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 158 136 67 108 232 353 752 148 99 1234 104 Reduct Vo.l: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 158 136 67 108 232 353 752 148 99 1234 104 PCE Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Final Vol.: 157 158 136 67 108 232 353 752 148 99 1234 104 ------------1---------------11--------,.------11----------:-----11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: O. 9S 1. 00 1. 00 0.95 1. 00 1. 00 0.95 1. 00 1. 00 0.95 1. 00. 1.00 Lanes: 1.00 2.00 1.00 1.00 1,00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 1900 1900 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11 ~--------------I Capacity Analysis Module: Vol/Sat: 0.09 0.04 0.07 0.04 0.06 0.12 0.20 0.20 0.08 0.06 0.32 0.05 Crit Moves: **** **** **** Green/Cycle: 0.18 0.18 0.18 0.18 0.18 0,18 0.29 0.67 0.67 0.09 0.48 0,48 Volume/Cap: 0.49 0.23 0.40 0.21 0.32 0.68 0.68 0.29 0.12 0..61 0.68 0.11 Delay/Veh: 41.7 38.8 40.6 38.8 39.4 46.0 38.3 7.3 6.3 54.4 23.3 15.9 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel!veh: 41.7 38.8 40.6 38,8 39.4 46.0 38.3 7.3 6.3 54.4 23.3 ~5.9 HCM2kAvg: 5 2 4 2 3 8 11 5 2 4 17 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -525 2030 Existing General Plan Tue Feb' 15, 2005 13:21:48 Page 44-1 -----------------------------~~-----------------------~-----~-----~------------- City of San Bernardino 2030 Existing General Plan PM peak -----------------------------~----------~--------------------------------------- Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #53 State Street @ Highland Avenue **********************************w********************************************* . Cycle (sec): 100 Critical Vol./Cap. (xl: 0.557 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (see/veh): 16.4 optimal Cycle: 25 Level Of Service: B ***********~*~**~*****~*****~********************************.**********~******* Street Name: State Street Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 0 1 0 0 1 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module, 2030 OLD GP PM Base Vol: 7 1013 235 258 439 31 92 317 18 368 145 316 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 1013 235 258 439 31 92 317 18 368 145 316 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 1013 235 258 439 31 92 317 18 368 145 316 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 7 1013 235 258 439 31 92 317 18 368 145 316 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 1013 235 258 439 31 92 317 18 368 145 316 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 7 1013 235 258 439 31 92 317 18 368 145 316 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module, Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 0.01 1.62 0.37 0.71 1.21 0.08 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 21 3067 712 1347 2291 162 1800 3800 1900 1800 3800 1900 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.33 0.33 0.33 0.19 0.19 0.19 0.05 0.08 0.01 0.20 0.04 0.17 Crit Moves: **** **** Green/Cycle: 0.59 0.59 0.59 0.59 0.59 0.59 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.56 0.56 0.56 0.32 0.32 0.32 0.14 0.23 0.03 0.56 0.10 0.45 Delay/Veh: 12.7 12.7 12.7 10.3 10.3 10.3 21.2 21.9 20.2 26.2 20.9 24.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 12.7 12.7 12.7 10.3 10.3 10.3 21.2 21.9 20.2 26.2 20.9 24.5 HCM2kAvg: 13 12 12 6 6 6 2 3 0 9 1 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-526 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 45-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method {Future Volume Alternative) ******************************************************************************** Intersection #54 Tippecanoe Ave @ Hospitality Lane *****************~*************************************~************************ Cyele {see}: no Critieal Vol./Cap. (X): 0.509 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 26.8 Optimal Cycle: 38 Level Of Service: C ************~***~***********~*****~**~*****~************************************ Street Name: Tippecanoe Avenue Hospitality Lane Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Permitted Permitted Rights: . Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 1 0 1 0 1 0 0 1 ------------.1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 162 862 149 208 1153 200 336 291 153 127 168 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 162 862 149 208 1153 200 336 291 153 127 168 140 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 162 862 149 208 1153 200 336 291 153 127 168 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 862 149 208 1153 200 336 291 153 127 168 140 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 862 149 208 1153 200 336 291 153 127 168 140 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 162 862 149 208 1153 200 336 291 153 127 168 140 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0~89 1.00 1.00 0.95 1.00 1.00 0.95 i.00, 1.00 0.95 Lbo 1.00 Lanes: 2.00 2.56 0.44 1.00 2.56 0.44 1.00 1.00 1.00 0.44 0.56 1.00 Final Sat.: 3400 4860 840 1800 4857 843 1800 1900 1900 799 1057 1900 ------------1---------------11---------------11--------------- j 1---------------1 Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.18 0.12 0.24 0.24 0.19 0.15 0.08 0.16 0.16 0.07 Crit Moves: **** **** **** Green/Cycle: 0.09 0.34 0.34 0.22 0.47 0.47 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.51 0.52 0.52 0.52 0.51 0.51 0.51 0.42 0.22 0.43 0.43 0.20 Delay/Veh: 48.8 29.5 29.5 39.0 20.7 20.7 27.8 26.4 24.1 26.6 26.6 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.8 29.5 29.5 39.0 20.7 20.7 27.8 26.4 24.1 26.6 26.6 23.9 HCM2kAvg: 3 9 9 7 11 11 9 7 3 7 8 3 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-527 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 46~1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) *******************~************************************************************ Intersection #55 Tippecanoe Ave @ San Bernardino Ave *************************************~****************************************** Cycle (sec): 120 Critical Vol./Cap. (X), 0:998 Loss Time (sec): 8 (Y+R = 3 see) Average Delay (sec/veh): 60.1 Optimal Cycle: 130 Level Of Service: E *********~*********************~************************************************ Street Name, Tippecanoe Avenue San Bernardino Avenue Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: prot+permit Prot+~ermit Prot+permit prot+permit Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 276 1123 355 317 97.1 54 122 842 282 295 688 426 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 276 1123 355 317 971 54 122 842 282 295 688 426 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 276 1123 355 317 971 54 122 842 282 295 688 426 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 276 1123 355 317 971 54 122 842 282 295 688 426 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 276 1123 355 317 971 54 122 842 282 295 688 426 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 276 1123 355 317 971 54 122 842 282 295 688 426 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1:00. 1.00 0:95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1hOO 1.00 1.50 0.50 1.00 1.24 0.76 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 2847 953 1800 2347 1453 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.15 0.30 0.19 0.18 0.26 0.03 0.07 0.30 0.30 0.16 0.29 0.29 Crit Moves: **** ***T **** **** Green/Cycle; 0.18 0.30 0.30 0.18 0.30 0.30 0.08 0.30 0.30 0.16 0.38 0.38 Volume/Cap: 0.87 1.00 0.63 1.00 0.87 0.10 0.81 1.00 1.00 1.00 0.78 0.78 Delay/Veh: 69.0 68.5 38.9 99.3 47.2 30.7 81.7 68.4 68.4 101.8 35.7 35.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 69.0 68.5 38.9 99.3 47.2 30.7 81.7 68.4 68.4 101.8 35.7 35.7 HCM2kAvg: 13 27 .12 17 20 1 7 27 27 16 19 19 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-528 .2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 47-1 ---------~------------------------------------------~-------~--~------~--------- City of San Bernardino 2030 Existing General Plan PM Peak --------------------~~--~------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #57 Lena Road @ Mill Street . *****************************~****************************~********************* Cycle (see): 100 Critical Vol./Cap. (X): 0.565 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (sec/veh): 21.5 Optimal Cycle: 34 Level Of service: C ******************************~************************************************* Street Name, Lena Road Mill Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Inelude Include Include Inelude Min. Green: 0 0 0 10 0 10 10 10 0 0 10 10 Lanes: 0 0 0 0 0 1 0 0 1 1 1 0 2 0 0 0 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 0 0 122 0 444 600 716 0 0 421 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 0 1 0 122 0 444 600 716 0 0 421 103 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 122 0 444 600 716 0 0 421 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 122 0 444 600 716 0 0 421 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 122 0 444 600 716 0 0 421 103 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 122 0 444 600 716 0 0 421 103 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1. 00 1. 00 0.95 1. 00 1. 00 0.95 1. 00 1.00 1. 00 1. 00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 2.00 1.00 2.00 0.00 0.00 2.41 0.59 Final Sat.' 0 0 0 1800 0 3800 1800 3800 0 0 4580 1120 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.12 0.33 0.19 0.00 0.00 0.09 0.09 Crit Moves: **** **** **** Green/Cyele: 0.00 0.00 0.00 0.21 0.00 0.21 0.59 0.75 0.00 0.00 0.16 0.16 VOlume/Cap: 0.00 0.00 0.00 0.33 0.00 0.56 0.56 0.25 0.00 0.00 0.56 0.56 Delay/Veh: 0.0 0.0 0.0 34.3 0.0 36.6 13.3 3.8 0.0 0.0 39.4 39.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 0.0 0.0 34.3 0.0 36.6 13.3 3.8 0.0 0.0 39.4 39~4 HCM2kAvg: 0 0 0 3 0 7 12 3 0 0 6 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -529 2030 Existing General plan Tue Feb 15, 2005 13:21:48 page 48-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative} ******************************************************************************** Intersection #58 Waterman Avenue @ Barton Road ********************************************************************************- Cycle (sec) , 100 Critical Vol./eap. (X): 0.583 Loss Time (sec): 6 (Y+R ~ 3 sec) Average Delay (sec/veh): 15.1 Optimal Cycle: 36 Level Of Service: B ,***********************************~***********~*******************************.* Street Name: Waterman Avenue Barton Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: permitted Permitted Protected Protected Rights: Include Include Include Inelude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 0 11 0 0 1 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 0 0 0 518 0 114 119 1536 0 0 1152 424 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 518 0 114 119 1536 0 0 1152 424 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passersyvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 518 0 114 119 1536 0 0 1152 424 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 518 0 114 119 1536 0 0 1152 424 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 0 0 0 518 0 114 119 1536 0 0 1152 424 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 518 0 114 119 1536 0 0 1152 424 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 0.'95 1.00 1.00 0.95 1.00 1.00 Lanes: 0.00 1.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 1900 0 3600 0 1900 1800 3800 0 1800 3800 1900 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.06 0.07 0.40 0.00 0.00 0.30 0.22 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.10 0.69 0.00 0.00 0.59 0.59 VOlume/Cap: 0.00 0.00 0.00 0.58 0.00 0.24 0.66 0.58 0.00 0.00 0.51 0.38. Delay/Veh: O~O 0.0 0.0 34.1 0.0 30.4 52.2 8.2 0.0 0.0 12.1 10.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 0.0 0.0 0.0 34.1 0.0 30.4 52.2 8.2 0.0 0.0 12.1 10.9 HCM2kAvg' 0 0 0 8 0 3 5 12 0 0 10 7 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-530 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 49-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #59 Boulder Avenue @ Highland Avenue ******************************************************************************** cycle (sec): 120 Critical Vol./Cap. (X): 0.370 Loss Time (sec): 8 (Y+R = 3 sec) Average Delay (sec/veh): 21.6 Optimal cycle: 38 Level Of Service: C ******************************************************************************** Street Name: Boulder Avenue Highland Avenue Approach: North Bound SOMth Bound East Bound West Bound Movement, L T R L T R L T R L T R ------------1--------------- 1 1---------------1 I-----------~---I I~--------------I Control: Protected Protected Protected Proteeted Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 189 0 79 0 0 0 0 403 341 109 274 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 0 79 0 0 0 0 403 341 109 274 0 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 189 0 79 0 0 0 0 403 341 109 274 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 189 0 79 0 0 0 0 403 341 109 274 0 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redueed Vol: 189 0 79 0 0 0 0 403 341 109 274 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 189 0 79 0 0 0 0 403 341 109 274 0 ------------1--------------- 11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00. 1.00 0.95 1.00 1.00 0.95 1.00 l.00 0.95 LOO 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 0.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.' 1800 1900 1900 1800 3800 0 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.04 0.00 0.00 0.00 0.00 0.11 0.18 0.06 0.07 0.00 Crit Moves: **** **** **** Green/Cycle: 0.28 0.00 0.28 0.00 0.00 0.00 0.00 0.49 0.49 0.16 0.65 0.00 Volume/Cap: 0.37 0.00 0.15 0.00 0.00 0.00 .0.00 0.22 0.37 0.37 0.11 0.00 Delay/Veh: 34.8 0.0 32.2 0.0 0.0 0.0 0.0 17.8 19.6 45.4 8.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.8 0.0 31.2 0.0 0.0 0.0 0.0 17.8 19.6 45.4 8.0 0.0 HCM2kAvg: 6 0 2 0 0 0 0 4 8 4 2 0 ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -531 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 50-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #60 Waterman Avenue @ Orange Show Road ******************************************************************************** Cycle (see): 120 critical vol./cap. (X): 0.838 Loss Time (see): a (Y+R ~ 3 sec) Average Delay (sec/veh): 41.6 Optimal Cycle: 79 Level Of Service: D ***********************~************************************************~******* Street Name: Waterman Avenue Orange Show Road Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Proteeted Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD OP PM Base Vol: 41 1195 : 490 163 857 5 31 477 91 452 188 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 41 1195 490 163 857 5 31 477 91 452 188 139 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 1195 490 163 857 5 31 477 91 452 188 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 41 1195 490 163 857 5 31 477 91 452 188 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 41 1195 490 163 857 5 31 477 91 452 188 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Final Vol,: 41 1195 490 163 857 5 31 477 91 452 188 139 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 3800 1900 1800 3800 1900 ------------1---------------11-----------.:.---11---------------11---------------1 capacity Analysis Module: Vol/sat: 0.02 0.31 0.26 0.09 0.23 0.00 0.02 0.13 0.05 0.25 0.05 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.38 0.38 0.11 0.40 0.40 0.22 0.15 0.15 0.30 0.22 0.22 Volume/Cap: 0.27 0.84 0.69 0.84 0.56 0.01 0.08 0.84 0.32 0.84 0.22 0.33 Delay/Veh: 52.6 38.7 34.3 78.5 28.4 21.6 36.8 60.1 46.2 50.3 38.1 39.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.6 38.7 34.3 78.5 28.4 21.6 36.8 60.1 46.2 50.3 38.1 39.3 HCM2kAvg: 2 22 16 8 12 0 1 11 3 18 3 4 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-532 2030 Existing General Plan Tue Feb 15. 2005 13:21:48 Page 51-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #61 Del Rosa Avenue @ Third Street ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.804 Loss Time (sec): 8 (Y+R ~ 3 see) Average Delay (sec/veh): 43.0 Optimal Cycle: 69 Level Of Service: D **********************,*****************~****************~*********************** Street Name: Del Rosa Avenue Third Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module, 2030 OLD GP PM Base Vol: 32 641 371 29 255 185: 493 935 44 174 736 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 32 641 371 29 255 185 493 935 44 174 736 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 641 371 29 255 185 493 935 44 174 736 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 641 371 29 255 185 493 935 44 174 736 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 641 371 29 255 185 493 935 44 174 736 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 32 641 371 29 255 185 493 935 44 174 736 80 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: . 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1~00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.27 0.73 1.00 1.16 0.84 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1800 2407 1393 1800 2202 1598 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 capacity Analysis Module: VOl/Sat: 0.02 0.27 0.27 0.02 0.12 0.12 0.27 0.25 0.02 0.10 0.19 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.31 0.31 0.08 0.31 0.31 0.32 0.39 0.39 0.15 0.22 0.22 VOlume/Cap: 0.21 0.86 0.86 0.19 0.38 0.38 0.86 0.63 0.06 0.63 0.86 0.19 Delay/veh: 52.0 45.9 45.9 51.9 32.7 32.7 51.4 30.6 23.0 52.4 53.9 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.0 45.945.9 51.9 32.7 32.7 51.4 30.6 23.0 52.4 53.9 37.9 HCM2kAvg: 1 20 20 1 6 6 20 14 1 7 16 2 ********************************************~*********************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -533 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 52-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #62 Waterman Avenue @ Vanderbilt Way ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.725 Loss Time (see): 8 (Y+R = 3 sec) Average Delay (sec/veh): 30.4 Optimal Cyele: 52 Level Of Service: C ******************************************************************************** Street Name: Waterman Avenue Vanderbilt Way Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 1 0 0 0 I! 0 0 1 1 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 197 679 126 123 1478 94 162 25 284 112 10 148 Growth Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 197 679 126 123 147[ 94 162 25 284 112 10 148 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 197 679 126 123 1478 94 162 25 284 112 10 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 197 679 126 123 1478 94 162 25 284 112 10 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 679 126 123 1478 94 162 25 284 112 10 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 197 679 126 123 1478 94 162 25 284 112 10 148 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 i.oo 0.95 1.00 1.00 1.00 1.00. 1.00 '0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.82 0.18 0.34 0.05 0.61 1.84 0.16 1.00 Final Sat.: 1800 3800 1900 1800 5359 341 654 101 1146 3319 296 1900 ------------1---------------11---------------11--------------- j 1---------------1 Capacity Analysis Module: Vol/sat: 0.11 0.18 0.07 0.07 0.28 0.28 0.25 0.25 0.25 0.03 0.03 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.43 0.43 0.10 0.38 0.38 0.34 0.34 0.34 0.11 0.11 0.11 Volume/Cap: 0.72 0.41 0.15 0.68 0.72 0.72 0.72 0.72 0.72 0.31 0.31 0.72 Delay/Veh: 49.8 19.8 17.4 53.8 27.7 27.7 32.8 32.8 32.8 41.7 41.7 55.4 User DelAdj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.8 19.8 17.4 53.8 27.7 27.7 32.8 32.8 32.8 41.7 41.7 55.4 HCM2kAvg: 7 7 2 5 15 15 14 15 14 2 2 6 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -534 2030 Existing General Plan Tue Feb 1S, 2005 13:21:48 Page 53-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ***************************************************************~**************** Intersection #64 Waterman Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./eap. (X): 0.676 Loss Time (sec): 8 (Y+R ~ 3 sec} Average Delay (sec/veh): 40.2 Optimal Cycle: 48 Level Of Serviee: D ******************************************************************************** Street Name: Waterman Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control, Protected Protected Protected Protected Rights, Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ---- ----- -- -1---- -- - ---- -- --! 1------- ----- - - -11------------ - --11-- - - -------- ---I Volume Module: 2030 OLD GP PM Base vol: 223 638 207 223 528 108 180 715 271 200 685 223 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse, 223 638 207 223 528 108 180 715 271 200 685 223 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut, 223 638 207 223 528 108 180 715 271 200 685 223 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 223 638 207 223 528 lOa 180.715 271 200 685 223 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 223 638 207 223 528 108 180 715 271 200 685 223 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 223 638 207 223 528 108 180 715 271 200 68S 223 ----------.--1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00, 1.00 0.95 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.51 0.49 Final Sat.: 1800 3800 1900 1800 3800 1900 1800 3800 1900 1BOO 2867 933 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.12 0.17 0.11 0.12 0.14 0.06 0.10 0.19 0.14 0.11 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.25 0.25 0.18 0.23 0.23 0.15 0.32 0.32 0.19 0.35 0.35 Volume/Cap: 0.61 0.68 0.44 0.68 0.61 0.25 0.68 0.60 0.45 0.60 0.68 0.68 Delay/Veh: 46.4 42.7 38.7 51.2 42.8 38.2 55.1 35.5 33.3 47.6 34.3 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 42.7 38.7 51.2 42.8 38.2 55.1 35.5 33.3 47.6 34.3 34.3 HCM2kAvg: 8 12 7 9 9 3 7 11 8 7 15 15 ******************************************************************************** Traffix 7.6.0715 {c} 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -535 2030 Existing General Plan Tue Feb IS, 2005 13:21.:48 Page 54-1 --------~~~----------------------------------------~-~--------~--~-------------- City of San Bernardino 2030 Existing General Plan PM Peak -------~~~-----------~-----------------------------------~~~~~~~~--~------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #66 E Street @ 2nd Street ***********~******************************************************************** Cycle (sec): 110 Critical Vol./eap. (X): 0.851 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 41.2 Optimal Cycle: 81 Level Of Service: D ******************************************************************************** Street Name: E Street 2nd Street Approach: North Bound SQuth Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights, Include Ovl Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 1 0 2 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 243 631 225 80 604 304 288 1213 145 99 1096 40 Growth Adj:- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 243 631 225 80 604 304 288 1213 145 99 1096 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fu~: 243 631 225 80 604 304 288 1213 145 99 1096 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 243 631 225 80 604 304 288 1213 145 99 1096 40 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 243 631 225 80 604 304 288 1213 145 99 1096 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 243 631 225 80 604 304 288 1213 145 99 1096 40 ------------I---------------II-~-------------II---------------11---------------1 Saturation .Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.9S 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.79 0.21 1.00 2.89 0.11 Final Sat.: 1800 1900 1900 1800 3800 1900 1800 3394 406 1800 5499 201 ------------1---------------11---------------11---------------11---------------1 Capaeity Analysis Module: Vol/Sat: 0.14 0.33 0.12 0.04 0.16 0.16 0.16 0.36 0.36 0.06 0.20 0.20 Crit Moves, **** **** **** **** Green/Cycle: 0.21 0.36 0.36 0.09 0.24 0.46 0.21 0.39 0.39 0.09 0.26 0.26 Volume/Cap: 0.65 0.92 0.33 0.49 0.65 0.35 0.75 0.92 0.92 0.61 0.75 0.75 DelayjVeh, 44.2 52.3 25.9 49.9 39.1 19.6 48.8 42.4 42.4 54.4 39.3 39.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.2 52.3 25.9 49.9 39.1 19.6 48.8 42.4 42.4 54.4 39.3 39.3 HCM2kAvg: 9 25 5 3 10 7 11 26 27 4 13 13 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -536 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 55-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #67 State Street @ Baseline Street **********************************************************************"********** Cycle (see): 100 Critical Vol./Cap. (X): 0.557 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 19.1 Optimal Cycle: 36 Level Of Service, B *******************************,************.******~**.*************************** Street Name: State Street Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 0 10 0 0 0 0 10 10 10 10 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM . Base vol: 289 0 420 . 0 0 0 0 585 265 251 788 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 289 0 420 0 0 0 0 585 265 251 788 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 O. 0 0 0 Initial Fut: 289 0 420 0 0 0 0 585 265 251 788 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 289 0 420 0 0 0 0 585 265 251 788 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 289 0 420 0 0 0 0 585 265 251 788 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 289 0 420 0 0 0 0 585 265 251 788 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 .1.00 1.00 1.00 i.oo 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.38 0.62 1.00 2.00 0.00 Final Sat.: 1800 0 1900 0 0 0 0 2615 1185 1800 3800 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.16 0.00 0.22 0.00 0.00 0.00 0.00 0.22 0.22 0.14 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.54 0.00 0.00 0.00 0.00 0.40 0.40 0.25 0.65 0.00 Volume/Cap: 0.56 0.00 0.41 0.00 0.00 0.00 0.00 0.56 0.56 0.56 0.32 0.00 Delay/Veh: 31.5 0.0 13.9 0.0 0.0 0.0 0.0 23.5 23.S 34.2 7.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 31.5 0.0 13.9 0.0 0.0 0.0 0.0 23.5 23.5 34.2 7.7 0.0 HCM2kAvg: 8 0 8 0 0 0 0 10 10 7 5 0 ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-537 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 56-1 city of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #68 Kendall Drive @ 40th Street *********************************************+*******~************************** Cycle (sec) , 120 Critieal Vol./Cap. (X): 0.550 Loss Time {sec): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 16.2 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Street Name: Kendall Drive 40th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------ [---------------11---------------11---------------11---------------] Control: Protected Protected protected Protected Rights: Include Include Include Ovl Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM . Base Vol: 0 483 9 673 500 0 0 0 0 18 0 545 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 483 9 673 500 0 0 0 0 18 0 545 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 483 9 673 500 0 0 0 0 18 0 545 User Adj; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 483 9 673 SOD 0 0 0 0 18 0 545 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 483 9 673 500 0 0 0 0 18 0 545 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 483 9 673 500 0 0 0 0 18 0 545 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1~00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 2.00 0.00 1.00 1.00 1.00 Final Sat.: 1800 3730 70 1800 3800 1900 1800 3800 0 1800 1900 1900 ------------ [---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.37 0.13 0.00 0.00 0.00 0.00 0.01 0.00 0.29 Crit Moves: **** **** **** Green/Cycle: 0.00 0.22 0.22 0.63 0.85 0.00 0.00 0.00 0.00 0.08 0.00 0.71 VOlume/Cap: 0.00 0.59 0.59 0.59 0.15 0.00 0.00 0.00 0.00 0.12 0.00 0.40 Delay/Veh: 0.0 43.2 43.2 13.9 1.6 0.0 0.0 0.0 0.0 51.3 0.0 7.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 43.2 43.2 13.9 1.6 0.0 0.0 0.0 0.0 51.3 0.0 7.0 HCM2kAvg: 0 9 8 15 2 0 0 0 0 1 0 8 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -538 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 57-1 -------------------~-~---~~~~--------------------------------------------------- City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **********************************************************~******~*****~****~*** Intersection #69 Mount Vernon Avenue @ Baseline Street ********************************************~*****************************~*~*** Cycle (see): 100 Critical Vol./Cap. (xl: 0.581 Loss Time (sec): 6 (Y+R = 3 see) Average Delay (sec/veh): 23.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Street Name: Mount Vernon Avenue Baseline Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------11---------------1 1---------------1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol: 218 789 130 178 554 129 102 769 154 111 751 105 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 218 789 130 178 554 129 102 760 154 111 751 105 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 218 789 130 178 554 129 102 769 154 111 751. 105 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 218 789 130 178 554 129 102 769 154 111 751 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 218 789 130 178 554 129 102 769 154 111 751 105 peE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 218 789 130 178 554 129 102 769 154 111 751 105 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 0.95 1.bo 1.00 Lanes, 1.00 1.72 0.28 1.00 1.62 0.38 1.00 1.67 0.33 1.00 1.75 0.25 Final Sat., 1800 3262 538 1800 3082 718 1800 3166 634 1800 3334 466 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.12 0.24 0.24 0.10 0.18 0.18 0.06 0.24 0.24 0.06 0.23 0.23 Crit Moves: **** **** ***~ Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.10 0.42 0.42 0.11 0.42 0.42 Volume/Cap: 0.29 0.58 0.58 0.24 0.43 0.43 0.57 0.58 0.58 0.58 0.53 0.53 Delay/Veh: 19.6 23.0 23.0 19.1 21.0 21.0 47.1 22.9 22.9 47.1 21.8 21.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 19.6 23.0 23.0 19.1 21.0 21.0 47.1 22.9 22.9 47.1 21.8 21.8 HCM2kAvg: 4 11 11 4 8 7 4 11 11 4 10 10 ******************************************************************************** Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F-539 2030 Existing General Plan Tue Feb 25, 2005 13:21:48 Page 58-1 ______________~_____________________________w_______~____________________~_____~ City of San Bernardino 2030 Existing General Plan PM Peak ----------------~-------------------------------------------------~------------- Level Of Service Computation Repo~t 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #70 Waterman Avenue @ Mill Street ******************************************************************************** Cycle (sec): 120 Critical vol./Cap. (xl: 0.739 Loss Time (see): 8 (Y+R = 3 see) Average Delay (sec/veh): 41.1 Optimal Cycle: 55 Level Of Service: D **************~***************************************************************** Street Name: Waterman Avenue Mill Street Approach: No~th Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: protected Protected Protected Protected Rights: Include Include Include Inelude Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module, 2030 OLD GP PM Base Vol: 160 1119 218 221 779 275 249 743 116 246 633 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 1119 218 221 779 275 249 743 116 246 633 152 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 160 1119 218 221 779 275 249 743 116 246 633 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 1119 218 221 779 275 249 743 116 246 633 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1119 218 221 779 275 249 743 116 246 633 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 1119 218 221 779 275 249 743 116 246 633 152 ------------1---------------11---------------11---------------11---------------1 Satu~ation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1.000.95 1:00. 1.00 0~95 1.00 1.00 Lanes: 1.00 2.51 0.49 1.00 2.22 0.78 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat., 1800 4771 929 1800 4213 1487 1800 3800 1900 1800 3800 1900 - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - 1 I - - - - - - - - - - - - - - - I .1 - - - - - - - - - - - - - - - I 1 - - - - - - - - - - - - - - - 1 Capacity Analysis Module: Vol/Sat: 0.09 0.23 0.23 0.12 0.18 0.18 0.14 0.20 0.06 0.14 0.17 0.08 Crit Moves: **** Green/Cycle: 0.16 0.32 VOlume/Cap: 0.57 0.74 Delay/Veh: 49.5 38.2 User DelAdj: 1.00 1.00 AdjDel/Veh: 49.5 38.2 HCM2kAvg: 6 16 **** **** **** 0.32 0.74 38.2 1.00 38.2 16 0.17 0.74 56.9 1. 00 56.9 9 0.33 0.57 33.8 1. 00 33.8 11 0.33 0.57 33.8 1. 00 33.8 11 0.20 0.68 49.2 1. 00 49.2 10 0.26 0.74 43.3 1. 00 43.3 14 0.26 0.23 34.8 1. 00 34.8 3 0.18 0.74 54.6 1. 00 54.6 10 0.25 0.68 43.0 1. 00 43.0 11 0.25 0.33 37.5 1. 00 37.5 5 ******************************************************************************** Traffix 7.6.0715 (cl 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -540 2030 Existing General plan Tue Feb 15, 2005 13:21:48 Page 59-1 ---------------------~-----------------------------------------------~~--------- City of San Bernardino 2030 Existing General Plan PM Peak ----------------------------~-------------------------.------------------------- Level Of Service computation Report 2000 HCM Operations Method (Future volume Alternative) ******************************************************************************** Interseetion #71 E Street @ 30th Street ******************************************************************************** Cycle (secl: 100 Critical VOl./cap.- (X): 0.726 Loss Time (sec): 4 (Y+R = 3 see) Average Delay (sec/veh): 13.7 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Street Name: E Street 30th Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R -----~--~---l---------------II---------------II---------------11---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 62 1682 432 438 558 225 78 268 12 62 411 267 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 62 1682 432 438 558 225 78 268 12 62 411 267 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 1682 432 438 558 225 78 268 12 62 411 267 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 1682 432 438 558 225 78 268 12 62 411 267 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 62 1682 432 438 558 225 78 268 12 62 411 267 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 62 1682 432 438 558 225 78 268 12 62 411 267 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.951.00 1.00 0.951:00 1.00 0.95 1.00, 1.00 '0.951.00 '1.00 Lanes: 1.001.59 0.41 1.001.43 0.57 1.00 1.91 0.09 1.002.00 1.00 Final Sat.: 1800 3023 777 1800 2708 1092 1800 3637 163 1800 3800 1900 ------------1---------------11---------------11---------------11-----..,---------1 Capacity Analysis Module: Vol/Sat: 0.03 0.56 0.56 0.24 0.21 0.21 0.04 0.07 0.07 0.03 0.11 0.14 Crit Moves: **** **** Green/Cycle: 0.77 0.77 0.77 0.77 0.77 0.77 0.19 0.19 0.19 0.19 0.19 0.19 VOlume/Cap: 0.04 0.73 0.73 0.32 0.27 0.27 0.22 0.38 0.38 0.18 0.56 0.73 Delay/Veh: 2.8 7.1 7.1 3.7 3.5 3.5 34.3 35.4 35.4 33.9 37.4 44.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 2.8 7.1 7.1 3.7 3.5 3.5 34.3 35.4 35.4 33.9 37.4 44.9 HCM2kAvg: 0 18 18 4 4 4 2 4 4 2 6 9 *********~******~*************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -541 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 60-1 . --------------------------------------~----------------------------------------- City of San Bernardino 2030 Existing General Plan PM Peak ------~--~----------------------~-~--------------------------------------------- Level Of Service Computation Report 2000 HCM operations Method (Future Volume Alternative) ******************************************************************************** Intersection #73 Victoria Avenue @ Highland Avenue ***************************************~**************************************** Cycle (see): 120 Critical Vol./eap. (X): 0.543 Loss Time (sec): 8 (Y+R = 4 sec) Ave~age Delay (sec/veh): 31.0 Optimal Cycle: 48 Level Of Service: C ****************.*************************************************************** Street Name: Victoria Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------11---------------1 Control, Protected Protect.ed Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 232 76 95 75 49. 104 140 902 163 78 664 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 76 95 75 49 104 140 902 163 78 664 62 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 76 95 75 49 104 140 902 163 78 664 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 76 95 75 49 104 140 902 163 78 664 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 76 95 75 49 104 140 902 163 78 664 62 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 232 76 95 75 49 104 140 902 163 78 664 62 ------------1---------------11---------------1 ,---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.951.00 1.00 0.95 LCD 1.00 0.951.00.1.00 0.951.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 0.31 1.00 2.00 1.00 Final Sat.: 1800 1900 1900 1800 1900 1900 1800 3218 582 1800 3800 1900 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module, Vol/Sat: 0.13 0.04 0.05 0.04 0.03 0.05 0.08 0.28 0.28 0.04 0.17 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.17 0.17 0.17 0.10 0.10 0.08 0.51 0.51 0.08 0.51 0.51 Volume/Cap: 0.55 0.24 0.30 0.25 0.26 0.55 0.93 0.55 0.55 0.52 0.34 0.06 Delay/Veh: 41.7 43.6 44.2 43.7 50.6 54.7 108.4 20.1 20.1 55.9 17.3 14.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.7 43.6 44.2 43.7 50.6 54.7 108.4 20.1 20.1 55.9 17.3 14.7 HCM2kAvg, 8 3 3 2 2 4 8 13 13 3 7 1 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -542 ~030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 61-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** I~terseetion #74 Palm Avenue @ Highland Avenue *************************************************************~****************** Cycle (see): 120 Critical Vol./cap. (X): 0.566 Loss Time (see): 8 (Y+R ~ 3 sec) Average Delay (sec/veh): 35.8 Optimal Cycle: 48 Level Of Service: D ******************************************************************************** Street Name: Palm Avenue Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control: Protected P~otected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 1 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module: 2030 OLD GP PM Base Vol: 288 355 263 69 255 126 132 467 32~ 132 226 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ese: 288 355 263 69 255 1~6 132 467 323 132 226 54 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 288 355 263 69 255 126 132 467 323 132 226 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 288 355 263 69 255 126 132 467 323 132 226 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 288 355 263 69 255 126 132 467 323 132 226 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLf Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 288 355 263 69 255 126 132 467 323 132 226 54 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1:00 1.00 0.95 1.00 1.00 0.95 1.00. Loo 0.951.00 1.00 Lanes: 2.00 1.00 1.00 1.00 0.67 0.33 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3400 1900 1900 1800 1272 628 1800 3800 1900 1800 3800 1900 ------------1---------------11---------------11-------.--------11---------------1 Capacity Analysis Module: vol/Sat: 0.08 0.19 0.14 0.04 0.20 0.20 0.07 0.12 0.17 0.07 0.06 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.42 0.42 0.08 0.35 0.35 0.21 0.30 0.30 0.13 0.21 0.21 Volume/Cap: 0.57 0.44 0.33 0.46 0.57 0.57 0.34 0.41 0.57 0.57 0.28 0.13 Delay/Veh: 48.9 25.2 23.6 54.7 32.4 32.4 40.4 33.7 36.7 52.3 39.5 38.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh: 48.9 25.2 23.6 54.7 32.4 32.4 40.4 33.7 36.7 52.3 39.5 38.2 HCM2kAvg, 6 9 6 3 12 12 4 7 10 5 4 2 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -543 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 62-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #75 SR-30 EB Ramps @ Highland Avenue ******************************************************************************** Cycle (see): 110 Critical Vol./eap. (X): 0.631 Loss Time (see): 4 (Y+R = 3 sec) Average Delay (see/veh): 20.6 Optimal Cycle: 30 Level Of Service: C ******************************************************************************** Street Name: SR-30 EB Ramps Highland Avenue Approach, North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, Split Phase Split Phase Permitted Permitted Rights: Include Inelude Include Include Min. Green, 0 0 0 10 0 10 0 10 0 0 10 0 Lanes: 0 0 0 0 0 2 0 0 0 2 0 0 2 0 0 0 0 2 0 0 - - - - '- - - - - - - - I - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - I Volume Module: 2030 OLD GP PM Base Vol: 0 0 0 1372 0 259 0 548 0 0 777 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1372 0 259 0 548 0 0 777 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1372 0 259 0 548 0 0 777 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: 0 0 0 1372 0 259 0 548 0 0 777 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 0 0 0 1372 0 259 0 548 0 0 777 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 1372 0 259 0 548 0 0 777 0 ------------1---------------11----------------11---------------11---------------1 Saturation Flow Module: ~at/Lane, .1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.89 1.001.00 1.00 1.00. 1.00 1~00 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 2.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3400 0 3800 0 3800 0 0 3800 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Analysis Module: vol/Sat: 0.00 0.00 0.00 0.40 0.00 0.07 0.00 0.14 0.00 0.00 0.20 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.64 0.00 0.64 0.00 0.32 0.00 0.00 0.32 0.00 Volume/Cap; 0.00 0.00 0.00 0.63 0.00 0.11 0.00 0.45 0.00 0.00 0.63 0.00 Delay/Veh: 0.0 0.0 0.0 12.6 0.0 7.7 0.0 29.6 0.0 0.0 32.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 12.6 0.0 7.7 0.029.6 0.0 0.032.7 0.0 HCM2kAvg: 0 0 0 14 0 2 0 7 0 0 12 0 ******************************************************~************************* Traffix 7.6.0715 (e) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -544 2030 Existing General Plan Tue Feb 15, 2005'13:21:48 Page 63-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **************************************************************,****************** Intersection #76 SR-30 WB Ramps @ Highland Avenue ******************************************************************************** Cycle (see); 110 Critical Vo1./Cap. (X): 0.411 Loss Time (sec): 6 (Y+R ~ 3 see) Average Delay (sec/veh): 12.4 Optimal Cycle: 26 Level Of Service: B *************************************k*********~*~~************~**************** Street Name, SR-30 WB Ramps Highland Avenue Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control, Split Phase Split Phase Permitted Permitted Rights: Inelude Include Include Include Min. Green: 10 10 10 10 0 10 10 10 0 0 10 10 Lanes, 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------1---------------1 1---------------[ 1---------------1 1---------------1 Volume Module, 2030 OLD GP PM Base Vol: 167 0 209 0 0 0 0 1059 0 0 591 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 0 209 0 0 0 0 1059 0 0 591 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 187 0 209 0 0 0 0 1059 0 0 591 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 0 209 0 0 0 0 1059 0 0 591 0 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 0 209 0 0 0 0 1059 0 0 591 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 167 0 209 0 0 0 0 1059 0 0 591 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 1.00 1.00 0.95 1.00 1.00 0.95 1.00. 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 3400 0 1900 1800 0 1900 1800 3800 0 0 3800 0 ------------1---------------11---------------11---------------11------------.---1 Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.11 0.00 0.00 0.00 0.00 0.28 0.00 0.00 0.16 0.00 Crit Moves: **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.68 0.00 0.00 0.68 0.00 Volume/Cap: 0.21 0.00 0.41 0.00 0.00 0.00 0.00 0.41 0.00 0.00 0.23 0.00 Delay/Veh: 31.3 0.0 33.7 0.0 0.0 0.0 0.0 8.0 0.0 0.0 6.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.3 0.0 33.7 0.0 0.0 0.0 0.0 8.0 0.0 0.0 6.8 0.0 HCM2kAvg: 2 0 6 0 0 0 0 8 0 0 4 0 *********************.********************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F -545 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 64-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #77 Arden Avenue @ Highland Avenue ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.719 Loss Time (sec): 10 (Y+R ~ 3 sec) Average Delay (sec/veh): 36.1 Optimal Cycle, 59 Level Of Service: D ***~******************************************~********************************* Street Name: Arden Avenue Highland Avenue Approach; North Bound SQuth Bound East Bound West Bound Movement; L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes, 1 0 1 1 0 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP'PM Base Vol: 130 198 233 115 238 55 85 896 329 426 594 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I~itial Bse: 130 198 233 115 238 55 85 896 329 426 594 241 Added vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 130 198 233 115 238 55 85 896 329 426 594 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 198 233 115 238 55 85 896 329 426 594 241 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol, 130 198 233 115 238 55 85 896 329 426 594 241 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 130 198 233 115 238 55 85 896 329 426 594 241 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 1~00. 0.89 1.bo. 1.00 0.95 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.62 0.38 2.00 2.00 1.00 1.00 2.13 0.87 Final Sat.: 1800 1900 1900 1800 3087 713 3400 3800 1900 1800 4055 1645 ------------I---~--------~--I 1---------------1 1---------------1 1---------------1 capacity Analysis Module: Vol/Sat: 0.07 0.10 0.12 0.06 0.08 0.08 0.03 0.24 0.17 0.24 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.17 0.17 0.09 0.13 0.13 0.08 0.33 0.33 0.33 0.57 0.57 Volume/Cap: 0.56 0.61 0.72 0.72 0.59 0.59 0.30 0.72 0.53 0.72 0.26 0.26 Delay/Veh: 51.9 47.7 51.3 67.8 51.2 51.2 52.3 37.5 33.6 39.6 12.8 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.9 47.7 51.3 67.8 51.2 51.2 52.3 37.5 33.6 39.6 12.8 12.8 HCM2kAvg: 5 8 9 6 6 6 2 15 10 15 5 5 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-546 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 City of San Bernardino 2030 Existing General Plan PM peak Page 65-1 Level Of Serviee Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) *************************************************************************~****** Intersection #78 Arden Avenue @ SR-30 WB Ramps **********************************************~********************************* Average Delay (sec/veh), 0.0 Worst Case Level Of Service, A[ 0.0] ******************************************************************************** Street Name: Arden Avenue SR-30 WB Ramps Approach: North Bound South Bound East Bound .West Bound Movement: L T R L T R L T R L T R - - - - - - - - - - - - I - - - - - - - - - - - - - - - II - - - -.- - - - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - ~ - - - - - I Control, Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module, 2030 OLD GP PM Base Vol, 0 0 0 Growth Adj: 1.00 1.00 1.00 Initial Sse: 0 0 0 Added Vol: 0 0 0 PasserByVol: 0 0 0 Initial Fut: 0 0 0 User Adj, 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF volume: 0 0 0 Reduct Vol: 0 0 0 Final Vol.: 0 0 0 Critieal Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowupTim:xxxxx xxxx xxxxx xxxxx xxxx = xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnf 1 ict Vol: xxxx xxxx xxxxx xxxx xxxx = xxxx xxxx xxxxx xxxx xxxx xxxxx Potent: Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. , xxxx xxxx xxxxx xxxx xxxx = xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx. xxxx xxxx xxxx xxxx xxxx xxxx - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - II. - - - - - - - - - - - - - -. - I j - - - - - - - - -.- - - - - -.1 1 - - ~ - ~ - - - - - - - - - - I Level Of Service Module: Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx =xx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xx:xx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx =xx xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx =xx xxxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1.00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1.00 1. 00 o o o 1244 1. 00 1244 o o 1244 1.00 1. 00 1244 o 1244 o 1. 00 o o o o 1. 00 1. 00 o o o o 1. 00 o o o o 1. 00 1. 00 o o o 778 1. 00 778 o o 778 1.00 1.00 778 o 778 1422 1. 00 1422 o o 1422 1.00 1.00 1422 o 1422 Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -547 2030 Existing General plan Tue Feb 15, 2005 13:21:48 page 66-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #79 Arden Avenue @ SR-30 EB Ramps ********~*********************************************************************** Cycle (sec): 100 Critical Vol. /eap. (X): 0.514 Loss Time (see): 4 (Y+R ~ 3 see) Average Delay (sec/veh): 17.7 Optimal Cycle, 24 Level Of Service: B ***************************************~**************************************** Street Name: Arden Avenue SR-30 EB Ramps Approaeh: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------11---------------11---------------11---------------1 Control, split Phase Split Phase Protected ~rotected Rights: Include Include Include Inelude Min. Green: 0 10 10 10 10 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module, 2030 OLD GP PM Base Vol: 0 782 180 433 614 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 180 433 614 0 0 0 ,0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 782 180 433 614 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 782 180 433 614 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 782 180 433 614 0 0 0 0 0 0 0 peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 782 180 433 614 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1. 00 1'.00 1. 00 0.95 1. 00 1. 00 1. 00 1. 00. 1. 00 1. 00 1. 0'0 1. 00 Lanes: 0.00 1.63 0.37 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 0 3089 711 1800 3800 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat, 0.00 0.25 0.25 0.24 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.49 0.49 0.47 0.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.51 0.51 0.51 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 17.5 17.5 19.2 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDeljVeh: 0.0 17.5 17.5 19.2 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HCM2kAvg: 0 10 10 9 6 0 0 0 0 0 0 0 ******************~************************************************************* Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANS TECH , WALNUT, CA F -548 2030 Existing General Plan Tue Feb 15, 2005 13:21:48 Page 67-1 City of San Bernardino 2030 Existing General Plan PM Peak Level Of Service Computation Report 2000 HeM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #80 I Street @ 2nd Street *************************************************~****************************** Cycle (see): 100 Critical Vol./Cap. (X): 0.380 Loss Time (sec): 4 (Y+R = 3 sec) Average Delay (sec/veh), 9.7 Optimal Cycle: 24 Level Of Service: A ***********.*********************-***~******************************************** Street Name: I Street 2nd Street Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control: Permitted Permitted permitted Permitted Rights: Include Include Include Include Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 0 1 1 0 1 0 1 1 0 1 1 0 2 0 1 1 0 1 1 0 ------------I~--------------I 1---------------1 1---------------1 1---------------1 Volume Module: 2030 OLD GP PM Base Vol, 34 82 24 136 51 130 123 630 4 4 999 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 82 24 136 51 130 123 630 4 4 999 114 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 34 82 '24 136 51 130 123 630 4 4 999 114 User Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 82 24 136 51 130 123 630 4 4 999 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 82 24 136 51 130 123 630 4 4 999 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 34 82 24 136 51 130 123 630 4 4 999 114 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1909 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00. 1.00 0.95 1.00 1.00 Lanes: 0.59 1.41 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.80 0.20 Final Sat.: 1114 2686 1900 1900 1900 1900 1800 3800 1900 18063411 389 ------------1---------------11--------------- 11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.01 0.07 0.03 0.07 0.07 0.17 0.00 0.00 0.29 0.29 crit Moves: **** **** Green/Cycle: 0.19 0.19 0.19 0.19 0.19 0.19 0.77 0.77 0.77 0.77 0.77 0.77 Volume/Cap: 0.16 0.16 0.07 0.38 0.14 0.36 0.09 0.21 0.00 0.00 0.38 0.38 Delay/Veh: 34.1 34.1 33.4 36.0 33.9 36.0 2.8 3.2 2.6 2.6 3.8 3.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh; 34.1 34.1 33.4 36.0 33.9 36.0 2.8 3.2 2.6 2.6 3.8 3.8 HCM2kAvg: 2 2 1 4 1 4 1 3 0 0 6 6 ******************************************************************************** Traffix 7.6.0715 (c) 2003 Dowling Assoc. Licensed to TRANSTECH, WALNUT, CA F-549