Loading...
HomeMy WebLinkAbout1998-258 See Companion Resolution 98-259 RESOLUTION NO. 98-258 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF 3 SAN BERNARDINO ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 4 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY 5 OF SAN BERNARDINO AS FOLWWS: 6 7 SECTION 1. Recitals 8 (a) WHEREAS, the General Plan for the City of San Bernardino was adopted by 9 the Mayor and Common Council by Resolution No. 89-159 on June 2, 1989. 10 (b) WHEREAS, General Plan Amendment No. 98-03 to the General Plan of the 11 City of San Bernardino was considered by the Planning Commission on August 18, 1998, after 12 a noticed public hearing, and the Planning Commission's recommendation for the approval has 13 been considered by the Mayor and Common Council. 14 (c) WHEREAS, an Initial Study was prepared on June 19, 1998 and reviewed 15 16 by the Environmental Review Committee who determined that General Plan Amendment No. 17 18 19 98-03, would not have a significant effect on the environment and therefore, recommended that a Mitigated Negative Declaration be adopted. (d) WHEREAS, the proposed Mitigated Negative Declaration received a 30 day 20 public review period from June 22 through July 23, 1998 in compliance with the California 21 Environmental Quality Act (CEQA) and local regulations. 22 23 (e) WHEREAS, responses to the comments received were prepared and reviewed 24 by the Environmental Review Committee and subsequently recommended to the Planning 25 26 Commission for adoption of the Mitigated Negative Declaration along with the Mitigation Monitoring and Reporting Program. 27 28 III 1 96-258 1 2 RESOLUTION...AOOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 4 (f) WHEREAS, the Planning Commission conducted a noticed public hearing on 5 August 18, 1998 in order to receive public testimony and written and oral comments on General 6 Plan Amendment No. 98-03 (a proposal to change the General Plan Land Use Designation of 7 73 acres from PF, Public Facility to PCR, Public Commercial Recreation; and 38 acres from 8 PF, Public Facility to CG-l, Commercial General), and fully reviewed and considered the 9 Planning Division staff report and the recommendation of the Environmental Review Committee. 10 11 (g) WHEREAS, the Mayor and Common Council held a noticed public hearing 12 and fully reviewed and considered General Plan Amendment No. 98-03 and the Planning 13 Commission and the Environmental Review Committee recommendations and Planning Division 14 staff report on September 8, 1998. 15 16 in the interest of the orderly development of the City and is consistent with the goals, objectives (h) WHEREAS, the adoption of General Plan Amendment No. 98-03 is deemed 17 and policies of the existing General Plan. 18 19 20 SECTION 2. Mitil!:ated Nel!:ative Declaration NOW, THEREFORE BE IT RESOLVED, FOUND AND DETERMINED by the Mayor 21 and Common Council that the proposed amendment to the General Plan of the City of San 22 Bernardino will have no significant effect on the environment, and the Mitigated Negative 23 Declaration heretofore prepared by the Environmental Review Committee as to the effect of this 24 25 26 III proposed amendment is hereby ratified, affirmed and adopted. 27 28 I L_____ 2 98-258 1 2 RESOLUTION...AOOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 4 SECTION 3. Findings BE IT FURTHER RESOLVED by the Mayor and Common Council of the City of San 5 6 Bernardino that: 7 A. The proposed amendment is internally consistent with the General Plan provisions 8 contained in Objective 1.3 pertaining to providing for the development of a diversity of region- 9 serving uses. 10 11 B. The proposed amendment would not be detrimental to the public interest, health, 12 safety, convenience, or welfare of the City in that the Golf Course proposal will provide for a 13 buffer between Patton State Hospital and residential areas; and the commercial/recreation 14 proposal will provide for infill development along an established commercial corridor. 15 C. The proposed amendment to change the General Plan Land Use Designation of 73 16 acres from PF, Public Facility to PCR, Public Commercial Recreation; and 38 acres from PF, 17 18 19 Public Facility to CG-l, Commercial General would not significantly affect the balance of land uses within the City in that the proposal is in compliance with all applicable Development Code 20 Standards, and is internally consistent with the General Plan and compatible with the General 21 Plan designations of surrounding properties and current land uses. 22 D. The subject sites are physically suitable for the PCR, Public Commercial Recreation 23 24 25 26 III 27 28 and CG-l, Commercial General designations as evidenced by project compliance with all applicable Development Code Standards. 3 98-258 1 2 RESOLUTION...ADOYfING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 4 5 6 SECTION 4. Amendment BE IT FURTHER RESOLVED by the Mayor aod Common Couocil that: A. The Land Use Plan of the General Plao of the City of San Bernardino is amended 7 by changing approximately 73 acres of land from PF, Public Facility to PCR, Public 8 Commercial Recreation; and 38 acres from PF, Public Facility to CG-l, Commercial General. 9 This amendment is designated as General Plao Amendment 98-03 and its location is outlined on 10 11 the map entitled Attachment A and further described in Attachment B, copies of which are 12 attached aod incorporated herein by reference. 13 B. General Plan Amendment No. 98-03 shall become effective immediately upon 14 adoption of this resolution. 15 16 17 18 SECTION 5. Map Notation This resolution and the amendment affected by it shall be noted on such appropriate General Plan Maps as have bcen previously adopted and approved by the Mayor and Common 19 Council and which are on fIle in the office of the City Clerk. 20 SECTION 6. Notice of Determination 21 The Planning Division is hereby directed to file a Notice of Determination with the 22 County Clerk of the County of San Bernardino certifying the City's compliaoce with the 23 California Environmental Quality Act in preparing the Mitigated Negative Declaration. 24 25 26 III 27 28 III 4 98-258 1 2 3 4 5 6 RESOLUTION...AOOPfING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and regular Common Council of the City of Sao Bernardino at a meeting thereof, held on the8th day of Sept~4!J98, by the following vote, to wit: 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 ESTRADA 9 10 11 12 13 x x LIEN x ARIAS x SCHNETZ DEVLIN x 14 ANDERSON 15 MILLER x x 16 17 18 The foregoing ordinaoce is hereby approved this 19 of SeptembeJ; 1998. ~ 1J.~ /olA. day 20 21 22 23 24 Approved as to form aod legal content: 25 26 27 28 JAMES F. PENMAN, City ttorney t-(~ 5 - -------. 98-258 ATTACHMENT A ~~ ~ ! .. . !f ...l " u.l U ~ <t: ~ 0... c' ~ :--1; ~ll u.l , en ~ 0 'q U '"' ~ ;. ...l ". . ~~ 0 . 0 ~i::' ., <t: .. ...l W U ~ <t: 0... t:. '\."llI~-Oll$ .lll, ') l/'~,.......~.oo.~'" . u.l ~ . ~ j:O _ r. -" ~ I' ......... :;1[- 0... a I, ..n,( I... ~..... ~' ~ AlUo691 iLltIlloll1N ............... ~~b:..:...b Ji!Ei!~ r.~m v:z;:z;:z;:z... .,,-. j;..~. u~~:u::t2 1-.,---. r.............. ..;tsi!,.:!!,1 ~!:;:;-~ 1.--". =liI~~= ~~m f8S~;~ J:!~S!;!:l. c5~i:;lt~; ~ ("o_...~..... j~!:,,:U:!I~tit~lI:81:: ~;j ~:::;.,;,1.=:!._=_;";;!: ~~"~~~"r~~~"!~ Ir';:f~hi.:~~!"C:!::~~ ~ 'r-~"' ~-r"- . ,.." ...>. :ll%~ ~ji! .....0II;;:lJ , j_..._............S!===:::t .tn.. .\~ , .. ~ " :~ ~ .."N 8~1' ,.0 ,~~.'''7- I- ~1"'1;" ,. Z-.., --0 ....~ .~- ~ /1.. ~>l 1m UQ. /952 98-258 - E 1/2 of N. W. 1/4 Sec. 32 TIN ,., ~ ~ ~ Z ",0 ::". ",0 ...,<: U ... <t oQ: @~ "'If a.. ID <: < -- 0 O"l - d 2: @ ~-j U <: @a - .,. >- !!ii ~ e~ ~ J: l:2 -' <O_ J: C\J W I- 0.. ~ I., ~~ \" ~. (J) " u .. -- ... <t @g " . .. .,; ~ ,. :i J' .. dLS .' {c:.... ... " .........- ~. ~ <t .......- . ---_:o..__~.~.....~.;- '", ". Q 2: <t :f ~ ~ sc<;;u "'.I ~ ~ ... .-.... ._..':'.-~ .".-. " ~ , '" " ~ 98-258 ATTACHMENT B LEGAL DESCRIPTION General Plan Amendment 98-03 General Plan Amendment From (PF) Public Facilities to (CG-I) Commercial General for the following Parcels: APN 286-111-07, 08, 09,10, II, 12, and 13. AND General Plan Amendment From (PF) Public Facilities to (PCR) Public Commercial Recreation for the following legally described portion of APN 285-191-10: . 98-258 PARCEL nAil: BEING A PO~TION OF THE SOUTH 1/2 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED AE FOLLOWS, COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, BEING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 89. 44' 29" EAST 44.00 FEET ON THE NORTH LINE OF THE SOUTH HALF C SAID SECTION 29 TO THE EAST LINE OF SAID VICTORIA AVENUE; THENCE SOUTH 00. 58' 08" WEST ALONG SAID EAST LINE OF VICTORIA AVENUE 345.71 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00. 58' 08" WEST ALONG SAID EAST LINE 986.77 FEET; THENCE NORTH 70. 16' 56" EAST 429.31 FEET; THENCE NORTH 57. 43' 44" EAST 694.13 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 578.00 FEET AND A CENTRAL ANGLE OF 18. 14' 00"; THENCE NORTHERLY ALONG THE ARC SAID CURVE, A LENGTH OF 183.94 FEET, TO THE ENe THEREOF; THENCE NORTH 82. 14' 05" EAST 271. 71 FEET; THENCE NORTH O. 35' 05" EAST 59.19 FEET; THENCE SOUTH 89. 19' 50" EAST 18.28 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 55.00 FEET AND CENTRAL ANGLE OF 21. 35' 00"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A LENGTH OF 20.72 FEET TO THE END THEREOF; THENCE NORTH 69. 05' 10" EAST 53.26 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 716.00 FEET AND A CENTRAL ANGLE OF 4. 42' 25" THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 58.82 FEET TO THE END THEREOF; THENCE NORTH 64. 22' 45" EAST 56.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 72.00 FEET AND CENTRAL ANGLE OF 25. 42' 15"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 32.30 FEET TO THE END THEREOF; THENCE SOUTH 89. 55' 00" EAST 303.83 FEET; THENCE NORTH O. 40' 59" EAST 87.68 FEET; THENCE NORTH 89. 13' 27" EAST 606.07 FEET; THENCE SOUTH O. 02' 34" EAST 115.04 FEET; THENCE SOUTH 78. 18' 03" EAST 249.19 FEET; THENCE SOUTH O. 05' 57" EAST 14.95 FEET; THENCE NORTH 89. 59' 09" EAST 186.43 FEET; THENCE SOUTH 44. 37' 22" EAST 438.16 FEET THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 65. 32' 44"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 114.40 FEET TO THE END THEREOF; . 98-258 THENCE SOUTH 200 55' 22" WEST 144 .63 FEET; THENCE SOUTH 480 08' 59" EAST 182.63 FEET; THENCE SOUTH 550 23' 35" EAST 12.07 FEET; THENCE SOUTH 650 32' 42" EAST 130.77 FEET; THENCE SOUTH 570 17' 46'. EAST 83.08 FEET; THENCE NORTH 820 30' 27" EAST 45.00 FEET; THENCE SOUTH 270 10' 32'. EAST 320.80 FEET; THENCE SOUTH 890 49' 39" EAST 74. 77 FEET TO THE WEST LINE OF ORANGE STREET, SAID WEST LINE OF ORANGE STREET BEING WEST 30.00 FEET FROM THE CENTERLINE THEREOF; THENCE NORTH 00 10' 21" EAST ALONG SAID WEST LINE OF ORANGE STREET TO THE NOR~ LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29; THENCE NORTH 890 44' 41" WEST ALONG SAID NORTH LINE 1275.12 FEET TO THE.CENTEF QUARTER CORNER OF SAID SECTION 29; THENCE NORTH 890 44' 29" WEST 2210.37 FEET ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 29 TO A POINT THEREON WHICH BEARS SOUTH 890 44' 29" EAST 415.62 FEET FROM SAID WEST QUARTER CORNER OF SECTION 29; THENCE SOUTH 000 58' 08" WEST 345.71 FEET, PARALLEL WITH SAID EAST LINE OF VICTORIA AVENUE; THENCE NORTH 890 44' 29" WEST, PARALLEL WITH SAID NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 29,A DISTANCE OF 371.62 FEET TO THE POINT OF BEGINNING. PARCEL "B": A PORTION OF THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS, COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, BEING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 890 44' 29" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, 44.0. FEET TO THE EASTERLY RIGHT OF WAY OF VICTORIA STREET, BEING ALSO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 890 44' 29" EAST ALONG SAID NORTH LINE, 371.62 FEET; THENCE SOUTH 00 58' 08" WEST, 345.71 FEET; THENCE NORTH 890 44' 29" WEST ALONG A LINE PARALLEL WITH THE AFOREMENTIONED NORTH LINE OF THE SOUTHWEST 1/4, 371.62 FEET TO THE AFOREMENTIONED EASTERLY RIGHT OF WAY OF VICTORIA AVENUE; THENCE NORTH 00 58' 08" EAST ALONG SAID EASTERLY RIGHT OF WAY 345.71 FEET TO THE POINT OF BEGINNING. I Res 98-259 ATTACHMENT_I I I I I I I I I I I I I I I I I I I I PATTON STATION TRAFFIC IMPACT ANALYSIS [REVISED) City of San Bernardino, California I/-Ifac!; /J1t3/l-C I. 09/08/1998 Item 136 ~I5J~ I I I I I I I I I I I I I I I I I I I Res 98-259 ~l~J!< August 3, 1998 Ms. Debra Meier L1LBURN CORPORATION 1905 Business Center Drive San Bernardino, CA 92408 Subject: Patton Station Traffic Impact Analysis (Revised) Dear Ms. Meier: RKJK & ASSOCIATES, INC. (RKJK) is pleased to submit the revised Patton Station Traffic Impact Analysis. This report provides a summary of the findings, analysis procedures 'and evaluation of the project area with respect to on-site and off-site traffic impacts pursuant to the City of San Bernardino and San Bernardino County Congestion Management Program requirements. This traffic impact analysis report includes an evaluation of both "Opening Year" and Year 2015 scenarios pursuant to CMP requirements. A number of traffic recommendations are included for future conditions within Section 7 of this report. Sincerely, RKJK & ASSOCIATES, INC. u. f'\t{. h Kain, AICP ri cipal ~~lt! ~ ~ ahn, P.E. Principal JK:CB:RK:kgd/8377 IN:0265-98-02 Attachments TR"'\SP()RT~TI()" I't. \".'.:',( . : '. . :inlfll ~COl)STICAL ENGINEERING 11)01 O()\(, Slree!. Suitt, ..?CJn . '\l\\'.fl(ll"j :~I')' ~1 \ ')~i,I)(1 . 11hu!ll': 19-1YI 474-0809 . Fax: (949) 474-0902 I I I I I I I I I I I I I I I I I I I Res 98-259 PATTON STATION TRAFFIC IMPACT ANALYSIS (REVISED) CITY OF SAN BERNARDINO, CALIFORNIA Prepared for: L1LBURN CORPORATION 1905 Business Center Drive San Bernardino. CA 92408 Prepared by: RKJK & ASSOCIATES, INC. 1601 Dove Street, Suite 290 Newport Beach. CA 92660 John Kain. AICP Carl Ballard Robert Kahn. P.E. August 3, 1998 IN :0265-98-02 JK:CB:RK:kgd/8377 I I I I I I I I I I I I I I I I I I I Res 98-259 TABLE OF CONTENTS SECTION 1. INTRODUCTION .......... ... .. .,. ...... .,. .... ... .. 1 .1 Project Overview 1.2 Study Area 1.3 Analysis Methodologies 1.4 Definition of Deficiency and Significant Impact 2. PROJECT DESCRIPTION AND CMP TRAFFIC CONTRIBUTION TEST 2.1 Project Description 2.2 Project Traffic 3. EXISTING CONDITIONS .. ..... .. .., .... .. ... . ... . ... . . 3.1 Existing Roadway System and Daily Traffic Volumes 3.2 Existing Peak Hour Traffic Volumes 3.3 Existing Traffic Operations 3.4 Planned Transportation Improvements and Relationships to General Plan 4. FUTURE TRAFFIC CONDITIONS ......................... 4.1 Future Without Project Traffic Conditions 4.2 Future With Project Traffic Conditions 5. FUTURE TRAFFIC OPERATIONS ANALYSIS 5.1 Future Opening Year (1999) Traffic Operations 5.2 Future CMP Horizon Year (2015) Traffic Operations 5.3 CMP Freeway Evaluation 5.4 Sight Distance 6. IMPROVEMENT COSTS AND PROJECT CONTRIBUTION 6.1 CMP Required Improvements and Costs 6.2 Project Contribution and Fair Share Costs 7. SUMMARY AND RECOMMENDATIONS . . .. ..... .... . ..... . 7.1 Summary 7.2 Recommendations PAGE 1-1 2-1 3-1 4-1 5-1 6-1 7-1 I I I I I I I I I I I I I I I I I I I Res 98-259 APPENDICES DRIVING RANGE TRIP GENERATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . A TRAFFIC COUNT DATA .................................... B EXISTING CONDITIONS INTERSECTION ANALYSIS ................. C TRAFFIC SIGNAL WARRANTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) ................................. F OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G FUTURE TRAFFIC FORECASTS AND REASONABLENESS TESTS ........ H YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) ................................. J YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K INTERSECTION SIGHT DISTANCE ............................. L PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CMP .......... M NOTE: These technical appendices have been bound as a separate Technical Appendix to the body of the report presented herein. The Technical Appendix contains all required technical data in accordance with the City of San Bernardino and San Bernardino County Congestion Management Program guidelines. I I I I I I I I I I I I I I I I I I I 98 .259 LIST OF EXHIBITS EXHIBIT 1-A PROJECT LOCATION MAP. . . . . . . . . . . . . . . . . . . . . . . . . . 1-B CONGESTION MANAGEMENT PROGRAM NETWORK AND STUDY AREA LIMITS ............................. NORTH SITE PLAN 1-C . .... ... .. .. . .. . . . . ... . ... .. ... 1-D SOUTH SITE PLAN 2-A PROJECT TRIP DISTRIBUTION ....................... 2-B PROJECT A VERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . 2-C PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-D PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-E CMP PROJECT TRAFFIC CONTRIBUTION TEST VOLUMES. . . 2-F CMP HORIZON YEAR ANALYSIS LOCATIONS ........... 3-A EXISTING ANALYSIS LOCATIONS .................... 3-B EXISTING NUMBER OF THROUGH LANES AND INTERSECTION GEOMETRIES. . . . . . . . . . . . . . . . . . . . . . . . 3-C EXISTING A VERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . 3-D EXISTING AM PEAK HOUR INTERSECTION VOLUMES ...... 3-E EXISTING PM PEAK HOUR INTERSECTION VOLUMES. . . . . . . 3-F CITY OF SAN BERNARDINO GENERAL PLAN CIRCULATION ELEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . 3-G CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY CROSS-SECTIONS .............................. 3-H CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 CITY OF HIGHLAND GENERAL PLAN ROADWAY CROSS-SECTIONS .............................. PAGE 1-2 1-3 1-5 1-6 2-5 2-7 2-8 2-9 2-10 2-12 3-2 3-3 3-4 3-6 3-7 3-10 3-11 3-12 3-13 I I I I I I I I I I I I I I I I I I I 98 .259 4-A OPENING YEAR WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4-3 4-B YEAR 2015 WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4-4 4-C OPENING YEAR WITH PROJECT A VERAGE DAILY TRAFFIC (ADT) ................................. 4-6 4-D YEAR 2015 WITH PROJECT AVERAGE DAILY TRAFFIC (ADT) ................................. 4-7 5-A OPENING YEAR WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 5-B OPENING YEAR WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-4 5-C OPENING YEAR WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-6 5-D OPENING YEAR WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-7 5-E YEAR 2015 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . ' . . .. 5-11 5-F YEAR 2015 WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES. . . . . . . . . . . . . . . . . . . . . . . .. 5-12 5-G YEAR 2015 WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES. . . . . . . . . . . . . . . . . . . . . . . .. 5-15 5-H YEAR 2015 WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES. . . . . . . . . . . . . . . . . . . . . . . .. 5-16 5-1 INTERSECTION SIGHT DISTANCE EVALUATION FOR PROJECT ENTRANCE/HIGHLAND AVE. ............ 5-25 5-J INTERSECTION SIGHT DISTANCE EVALUATION FOR CENTRAL A VE./PROJECT ENTRANCE ............. 5-26 7-A PROJECT CIRCULATION RECOMMENDATIONS 7-5 7-B CENTRAL AVE. CONCEPTUAL STRIPING PLAN 7-7 I I I I I I I I I I I I I I I I II I I 98 .259 LIST OF TABLES TABLE 2-1 TRIP GENERATION RATES. . . . . . . . . . . . . . . . . . . . . . . . . 2-2 PROJECT TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . 2-3 CMP FREEWAY PROJECT TRIP CONTRIBUTION SUMMARY . 3-1 EXISTING CONDITIONS INTERSECTION ANALYSIS 5-1 OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . 5-2 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS . . . . . . . . . . . . . . . . . . . 5-4 YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS. . . . . . . . . . . . . . . . . . . . . . . . . 5-5 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-6 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS .. . . . . . . . . . . . . . . . . . 5-7 CMP FREEWAY MAINLINE AM PEAK HOUR OPERATIONS ANALYSIS (YEAR 2015) ......................... 5-8 CMP FREEWAY MAINLINE PM PEAK HOUR OPERATIONS ANALYSIS (YEAR 2015) ......................... 5-9 CMP FREEWAY MAINLINE AM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) ................ 5-10 CMP FREEWAY MAINLINE PM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) ................ 6-1 SUMMARY OF INTERSECTION AND ROADWAY IMPROVEMENTS AND COSTS ...................... PAGE 2-3 2-4 2-11 3-8 5-2 5-5 5-9 5-10 5-14 5-18 5-19 5-21 5-22 5-23 6-2 I I I I I I I I I I I I I I I I I I I 98 .259 6-2 SUMMARY OF CMP FREEWAY MAINLINE AM IMPROVEMENTS AND COSTS .................................. 6-3 6-3 SUMMARY OF CMP FREEWAY MAINLINE PM IMPROVEMENTS AND COSTS .................................. 6-4 6-4 PROJECT FAIR SHARE INTERSECTION TRAFFIC CONTRIBUTION ................................ 6-6 6-5 PROJECT FAIR SHARE FREEWAY MAINLINE AM TRAFFIC CONTRIBUTION ......................... 6-7 6-6 PROJECT FAIR SHARE FREEWAY MAINLINE PM TRAFFIC CONTRIBUTION ......................... 6-8 I I I I I I I I I I I I I I I I I I I 98 .259 PATTON STATION TRAFFIC IMPACT ANALYSIS (REVISED) CITY OF SAN BERNARDINO. CALIFORNIA 1 . INTRODUCTION This report summarizes the traffic impact analysis conducted to assess the impacts of potential land uses within the Patton Station on the roadway system in the study area. The project is located in the City of San Bernardino, within San Bernardino County. The general location of the project site is presented on Exhibit 1-A. The traffic issues related to the proposed land uses and development have been evaluated in the context of the California Environmental Quality Act (CEQA) and the San Bernardino County Congestion Management Program (CMP). The City of San Bernardino is the lead agency responsible for preparation of the traffic impact analysis, in accordance with both CEQA and CMP authorizing legislation. Exhibit 1-B depicts the CMP roadway network and study area limits. The CMP requires no analysis further than 5 miles from the project site. In accordance with explicit CMP requirements, both an Opening Year analysis and a CMP Horizon Year analysis are included in this report. The introduction to this report presents an overview of the project and provides a brief description of the study area. The analysis methodologies used to evaluate the impacts of the project are described. and the definitions of roadway system deficiencies and significant project impacts are presented in the context of the CMP and CEQA requirements. 1-1 ~8 .259 40TH ST. <t <0 Vl 0 CENTt.AL "'w AV. > ...J<t W 0 Z W W ' SR 30 FIW. OW C) ",> z SR-259 <t<t <t FWY. W '" > 0 <t f-' z <t Vl ::;; PACIFI '" W f- 51 E <t F 0;: U1 . ->- N~ 1"- 5TH ST. R ST. RIAL TO MILL ST. z W W ~ ~ o . ZW Z <t~ '" ~ u 0 W ::;; :> 0.. ~ 1-10 FWY. <t Z . '" f- a (f) "- ::; <t U ~ N 0265-98-01 :01A PATTON STATION. 50n Bernardino. California :r: ~t--= ",Vl :r: U GREENSPOT RD. I I I I I I I I I I I I I I I I I I I EXHIBIT 1-A PROJECT LOCATION MAP ::;; . ...JW <t~ 0.. >-' f- 1: Vl 0 <t '" ::; I <t '" CD Vl :5 <t f- Vl W C) Z <t '" o SAN BERNARDINO AVE. 1-2 ~~I5J~ I I I I I I I I I I I I I I I I I I I 9 8 . 2 5 9 . EXHIBIT"' 1-B CONGESTION MANAGEMENT PROGRAM NETWORK AND STUDY AREA LIMITS / ---- ' . ----------- L Wz . "" w - 0> 0::: . 0::< OW -< t; ~ :> w '" z. ",,>- crUl o \ "" Ul o . crw > -''''' w o CENTRAl AVE. 51 E :::; . -'w "";;;: a. 3RD ST. RIAl.TO >' AVE. '" 1: Ul 0 "" "" '" MIl.l. ST. z W Z :::; I W ~ ~ cr "" tD o . 0 ~ ZW Z ~ "- "";;;: ::> :Jt---= "" u 0 w ""Ul :::; :> u 1-1 FIllY. I ~..-: ::>Ul I U GREENSPOT RD. SAN BERNARDINO AVE. LEGEND. -..- .. 5 MIL.[ STUDY AREA UMITS ... CIofP ROADWAY J N ~I5J~ 0265-98-01 :33,., PATTON STATION. 50n Berncm:iino, California 1-3 98 .259 Subsequent sections of the report will describe the project in detail and provide a complete description of existing and projected traffic conditions within the study area. 1 .1 Proiect Overview The project site is located in the City of San Bernardino. The Patton Station project is comprised of two separate sites that will be used in the development of the golf course, driving and putting range, hotel and associated amenities. The sites are generally located north and south of the Patton State Hospital, which is located in the City of San Bernardino along Highland Avenue, between Victoria Avenue and Orange Street. The golf course will be located on approximately 73 acres of land lying immediately north of the Patton State Hospital, stretching from Victoria Avenue on the west to Orange Street on the east (see Exhibit 1-CI. The 73 acre north site will be the location of a 12 hole golf course, starter shack (approximately 300 SF). restrooms, and small parking lot with access from Orange Street. The golf course would be operated from facilities within the hotel, which will be located on the south side of Highland Avenue. Primary access to the golf course would be via a golf cart path which would utilize an existing tunnel under Highland Avenue, then proceeding around the easterly side of the hospital grounds to the starter shack. All vehicular traffic will occur to/from the south site of the project. A separate 38 acre site, located southerly of the Hospital, on the south side of Highland Avenue, will be used to develop the hotel along with commercial and restaurant pads, and other golf related recreation facilities (see Exhibit 1-DI. 1-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I' I , I I I I I I I I I I 98 .259 EXHIBIT 1-C NORTH SITE PLAN \ i N ~I5J~ 0265-98-02:J6A . 'f. PATTON STATION. San Bernarolno, Coli amID 1-5 98 .259 I I I I I I I I I I I I I I I I I I I , .' EXHIBIT 1-0 SOUTH SITE PLAN .-, J N ~ z ~ '" ~ '" l!' ~ " /. 0265-98-02:37A PATTON STATION 5 . an Bernaralno. Califomia ~I5J~ 1-6 I I I I I I I I I I I I I I I I II I I 98 1.2 .259 As currently envisioned, the entire complex will be managed from the hotel facilities at this location, with golf cart access to the north site via an existing tunnel under Highland Avenue. Development of the south site will include the following: . 200 room Hotel with meeting rooms · 18 hole Putting Course . Double-decked Driving Range with 94 tees · Maintenance Shop · Office/Deli/Pro Shop ... . Four Restaurant Pads (approximately 21.600 SF) . Fast Food Restaurant Pad (approximately 2,800 SF) . Mixed use of complex featuring commercial and service-related uses, including credit union. post office. and family entertainment/virtual reality center (total 33.700 SF) Additional detailed discussion of the project and its traffic characteristics will be provided in subsequent sections of this report. Studv Area The overall study area evaluated in this study was previously presented on Exhibit 1-B, which also identified all CMP roadways within the study area. The roadway elements which must be analyzed in accordance with CMP requirements are dependent on both the analysis year (project Opening Year or CMP Horizon Year) and project generated traffic volumes. 1-7 98 .259 Regional access to the site is provided directly by the SR-30 Freeway. Local access is provided by various roadways in the vicinity of the site. The east- west roadways which will be most affected by the project include Highland Avenue, Pacific Street and Baseline Street. North-south roadways expected to provide local access include Arden Avenue, Victoria Avenue. Central Avenue, Orange Street, Palm Avenue and Boulder Avenue. I I I I I I I I I I I I I I I I I I I A series of scoping discussions were conducted with the following agencies to define the desired analysis locations for each future analysis year: . City of San Bernardino . San Bernardino Associated Governments (SAN BAG) The Year 2015 horizon year analysis locations can only be determined once the projected Year 2015 project related traffic volumes have been developed. This information will be presented in subsequent sections of this report. The Year 2015 analysis includes the entire project. 1.3 Analvsis Methodolooies This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with the San Bernardino County Congestion Management Program. The following analysis years are considered in this report: . Existing Conditions - 1998 . Project Opening Year - 1999 . CMP Horizon Year - 2015 1-8 I I I I I I I I I I I I I I I I I I I 98 .259 Both the overall methodologies used to develop future traffic volume forecasts, and the explicit traffic operations analysis methodologies are summarized herein. The primary section of interest to the non-technically oriented reviewer is Section 1.4.2 (Definition of Significant Impact). 1.3.1 Overall Analysis Methodology As described previously, traffic conditions are evaluated in this report for both existing conditions and the future horizon year. Actual traffic count data were obtained from a variety of sources to quantify existing traffic conditions. Traffic counts were also collected by RKJK specifically for this study. These counts were supplemented by information obtained from the Traffic Volumes on California State Highways by Caltrans and counts made for the City of San Bernardino and City of Highland. The CMP Horizon Year (2015) traffic volumes without the project have been derived from the subregional travel demand model currently being used for long range planning in the City of San Bernardino. This model is commonly referred to as the East Valley Traffic Model (EVTM). The EVTM is the approved travel demand forecasting tool within the study area. The ADT volume forecasts have been determined using a growth increment approach based on the EVTM Year 1994 and Year 2015 forecasts. The growth increment volume between 1994 and 2015 for each roadway has been determined and added to the existing ADT volume to determine the 2015 growth incremented volume. If growth of less than 10% has been forecast for any particular ADT volume, the future forecast has been adjusted upward to provide at least 10% growth. 1.9 98 .259 It is nearly always necessary to refine travel demand model output data when utilizing such data for extremely detailed analysis, such as intersection peak hour operations analysis. The CMP explicitly requires that intersection peak hour operations analysis be performed. The level of refinement needed is typically greater than the level of refinement which is provided by the growth increment procedure used for refining ADT volume forecasts. As described below, an ADT based peak hour forecasting procedure has been chosen for use in this study, because the available future forecasts are best suited to this approach. I I I I I I I I I I I I I I I I I I I A number of approaches to developing reasonable Year 2015 background peak hour turning movement forecasts have been considered for use in this study. Current peak hour turning movement traffic count data is a necessary input regardless of which approach is used. The existing traffic count data serves as both the starting point for any refinement process, and also provides important insight into current travel patterns and the relationship between peak hour and daily traffic conditions. The basic approaches differ in the type of model data which is used as input for developing refined peak hour forecasts. In this analysis, the RKJK approach is to use the refined ADT volume forecasts and existing ADT and peak hour turning movement volume data as initial inputs to the refinement process. This approach is most appropriate when the future forecast data is being extracted from a travel demand model with a relatively coarse traffic analysis zone structure relative to the roadway system elements being analyzed. 1-10 I I I I I I I I I I I I I I I I I I I 98 -259 Two other approaches are often taken. One approach utilizes peak hour directional segment volumes, while the other approach requires extracting peak hour turning movement forecasts directly from the model. In general, the ADT based approach is applied only when the model providing the forecast data is relatively coarse in terms of model traffic analysis zone structure and roadway network. The peak hour approaches both work best when a detailed travel demand model is being utilized in the analysis. A fine-grained traffic analysis zone structure, and more extensive validation of local arterial daily and peak hour traffic volumes are expected to result if) future model forecasts which are relatively accurate. This minimizes the need for further refinement. A more detailed model is also capable of providing forecasts which are sensitive to such issues as unequal growth patterns or the provision of new travel routes within the study area. It should be noted that the peak hour based approach breaks down completely whenever a traffic analysis zone's traffic is loaded directly into an intersection. This is a common practice at the regional level of travel demand modeling. The ADT based peak hour refinement process has been chosen for use in this study. The primary reason for this decision is the fact that the CTP model is the only travel demand model which has been accepted for CMP analysis purposes within the study area. The ADT based refinement process is capable of "smoothing" the large changes in the growth forecasts which are caused by the large traffic analysis zones of a subregional model such as the 1-11 98 .259 CTP model. The growth in population and employment is also fairly consistent throughout the study area. I I I I I I I I I I I I I I I I I I I The ADT based approach can be summarized as follows: 1 . Calculate the. ratio of the refined future ADT volume forecast divided by the existing ADT volume, for each leg of the intersection. EXAMPLE: Post-processed Future East Leg ADT = 20,000 vehicles per day Existing ADT = 10,000 vehicles per day Growth Ratio = 20,000/10,000 = 2.0 2. For each turning or through movement calculate the average growth for the two legs of the intersection utilized by the movement in question. EXAMPLE: Westbound through movement enters the on the east leg and departs on the intersection west leg. East Leg Growth Ratio = 2.0 (per Step 1) West Leg Growth Ratio = 1.5 (calculated separately and not shown here) Average Growth = (1.5 + 2.0) / 2 = 1.75 3. Calculate the future westbound through movement volume forecast, for example, by multiplying the existing peak hour 1-12 I I I I I I I I I I I I I I I I I I I 98 ;, ' , -259 through movement volume by the average growth ratio calculated in step 2. EXAMPLE: Existing peak hour westbound through movement traffic volume is 800 vehicles. Future forecast = 800 x 1.75 = 1,400 vehicles 4. All other turning or through movements are calculated similarly, (using example methodology), using appropriate approach and departing ADT's. This straightforward approach has several advantages. It tends to spread growth in a fashion very similar to Fratar or other factoring teChniques. This balances the tendency of a subregional scale model to assign large increments of growth to one facility without reflecting the tendency for growth to be spread along all of the arterials in the study area. At the same time, it also results in forecasts which satisfy basic reasonableness tests, such as the conservation of traffic flow into and out of each intersection. Following the initial application of the ADT volume based forecasting procedure, a comprehensive set of reasonableness tests have been applied to all of the forecasts. The existing turning movement count data and future turning movement forecasts have been compared to ensure that reasonable growth is projected for each individual turning movement. If growth of less than 10% has been forecast for any particular turning movement, the future forecast has been adjusted upward to provide at least 10% growth. 1-13 98 .259 The relationship between the future ADT volume forecasts and the peak hour turning movement forecasts on each intersection leg and for each overall intersection has also been reviewed. Based on discussions with the Congestion Management Agency (SANBAG) staff, future AM peak hour forecasts are expected to generally fall in the range of 8 - 10% of daily traffic. Similarly, PM peak hour forecasts are expected to fall in the range of 10 - 12%. Where the initial refined future forecasts fell outside these ranges, the overall intersection peak hour forecasts was adjusted upward or downward until this criteria was satisfied. I I I I I I I I I 1 I I I I I I I I I Finally, the conservation of flow between immediately adjacent intersections has been reviewed. The traffic flows at adjacent freeway on- and off-ramp intersections is a good example of this situation. When the initial refined future forecasts did not demonstrate reasonable conservation of flow at such immediately adjacent intersections, the flows were adjusted to satisfy this constraint. The result of this process is a set of future background peak hour turning movement forecasts suitable for peak hour intersection operations analysis. The relationship between the future ADT volume forecasts and the peak hour turning movement forecasts on each intersection leg and for each overall intersection has also been reviewed. Based on discussions with the Congestion Management Agency (SANBAG) staff, future AM peak hour forecasts are expected to generally fall in the range of 8 - 10% of daily traffic. Similarly, PM peak hour forecasts are expected to fall in the range of 10 - 12%. Where the initial refined future forecasts fell outside these ranges, the overall intersection peak hour forecasts was adjusted upward or downward until this criteria was satisfied. 1-14 I I I I I I I I I I I I I I I I I I I 98 .259 Finally, the conservation of flow between immediately adjacent intersections has been reviewed. The traffic flows at adjacent freeway on- and off-ramp intersections is a good example of this situation. When the initial refined future forecasts did not demonstrate reasonable conservation of flow at such immediately adjacent intersections, the flows were adjusted to satisfy this constraint. The result of this process is a set of future peak hour turning movement forecasts suitable for peak hour intersection operations analysis. Project traffic volumes for the future conditions projections were estimated using the manual approach described in the CMP guidelines. Trip generation has been estimated based on the average trip rates contained in the Institute of Transportation Engineers liTE) publication Trio Generation, 6th Edition (1997). The mixed use nature of the project (combining commercial retail, restaurant, hotel and golf uses) is expected to result in some internal capture of trips generated by the project. An internal capture rate of 9% has been assumed for the Patton Station development. The project trip distribution was developed based on a review of existing traffic volumes and projected future traffic patterns as predicted by the EVTM model. Project traffic volumes were then added to the future year background volumes. The result of this traffic forecasting procedure is a series of traffic volumes suitable for traffic operations analysis. 1.3.2 Traffic Operations Analysis The current technical guide to the evaluation of traffic operations is the ~ Hiohwav Caoacitv Manual (HCM) (Transportation Research Board Special Report 209). The 1994 HCM defines level of service as a qualitative 1-15 98 .259 measure which describes operational conditions within a traffic stream, generally in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety. The criteria used to evaluate LOS (Level of Service) conditions vary based on the type of roadway and whether the traffic flow is considered interrupted or uninterrupted. I I I I I I I I I I I I I I I I I I I The definitions of level of service for uninterrupted flow (flow unrestrained by the existence of traffic control devices) are: . LOS" A" represents free flow. Individual users are virtually unaffected by the presence of others in the traffic stream. . LOS "B" is in the range of stable flow, but the presence of other users in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver. . LOS "C" is in the range of stable flow, but marks the beginning of the range of flow in which the operation of individual users becomes significantly affected by interactions with others in the traffic stream. . LOS "D" represents high-density but stable flow. Speed and freedom to maneuver are severely restricted, and the driver experiences a generally poor level of comfort and convenience. 1-16 I I I I I I I I I I I I I I I I I I I 98 .259 · LOS "E" represents operating conditions at or near the capacity level. All speeds are reduced to a low, but relatively uniform value. Small increases in flow will cause breakdowns in traffic movement. · LOS "F" is used to define forced or breakdown flow. This condition exists wherever the amount of traffic approaching a point exceeds the amount which can traverse the point. Queues form behind such locations. Uninterrupted flow is generally found only on limited access (freeway) facilities in urban areas. The level of service is based on the HCM, Table 3-1 . The definitions of level of service for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The level of service is typically dependent on the quality of traffic flow at the intersections along a roadway. The 1994 Highway Capacity Manual (HCM) methodology expresses the level of service at an intersection in terms of delay time for the various intersection approaches. The HCM uses different procedures depending on the type of intersection control. The levels of service determined in this study are calculated using the HCM methodology. For signalized intersections, average stopped delay per vehicle is used to determine level of service. levels of service at signalized study intersections have been evaluated using the HCM intersection analysis program TRAFFIX. 1-17 98 .259 Study area intersections which are stop sign controlled with stop-control on the minor street only have been analyzed using the two-way stop-controlled unsignalized intersection analysis methodology of the HCM. For these intersections, the calculation of level of service is dependent on the occurrence of gaps occurring in the traffic flow of the main street. Using data collected describing the intersection configuration and traffic volumes at these locations to calculate average intersection delay, the level of service has been calculated. The level of service criteria for this type of intersection analysis is based on average total delay per vehicle. I I I I I I I I I I I I I I I I I I I The level of services are defined in terms of average delay for the various intersection analysis methodologies as follows: AVERAGE STOPPED AVERAGE TOTAL DELA Y PER VEHICLE DELA Y PER VEHICLE (SECONDSI (SECONDS) LEVEL OF SERVICE SIGNALIZED UNSIGNALlZED A o to 5.00 o to 5.00 B 5.01 to 15.00 5.01 to 10.00 C 15.01 to 25.00 10.01 to 20.00 D 25.01 to 40.00 20.01 to 30.00 E 40.01 to 60.00 30.01 to 45.00 F 60.01 and up 45.01 and up Per CMP, signalized intersections are considered deficient (LOS "F") if the overall intersection critical V/C ratio equals or exceeds 1.0. even if the level of service defined by the delay value is below the defined LOS standard. 1-18 I I I I I f I I I I I I I I I I I I I 98 .259 A level of service analysis must be conducted on all existing segments and intersections on the CMP network potentially impacted by the project or plan (as defined by the thresholds in Section 1 B). Urban segments (i.e., segments on roadways that are generally signalized) do not require segment analysis. Segment requirements can normally be determined by the analysis of lane requirements at intersections. Freeway mainline segments must be analyzed, and ramp-weaving analysis may be required at local discretion, if a ramp or weaving problem is anticipated. The LOS analysis for signalized intersections has been performed using optimized signal timing. This analysis has included an assumed lost time of three seconds per phase in accordance with 1997 San Bernardino CMP recommended default values. Signal timing optimization has considered pedestrian safety and signal coordination requirements. Appropriate time for pedestrian crossings have also been considered in the signalized intersection analysis. The following formula has been used to calculate the pedestrian minimum times for all HCM runs: [(Curb to Curb distance - 6) 14] + 7 Saturation flow rates of 1,800 vehicles per hour of green (vphg) for through and right turn lanes and 1,700 vehicles for single left turn lanes, 1,600 vehicles per lane for dual left turn lanes and 1,500 vehicles per lane for triple left turn lanes have been assumed for all capacity analysis. These are the default values recommended by the CMP guidelines. The peak hour traffic volumes have been adjusted to peak 15 minute volumes for analysis purposes using the existing observed peak 1 5 minute 1-19 98 .259 to peak hour factors for all scenarios analyzed. Where feasible improvements in accordance with the local jurisdiction's General Plan and which result in acceptable operations cannot be identified, the Year 2015 peak hour factor has been adjusted upwards to 0.95. This is specifically allowed by the San Bernardino CMP guidelines to account for the effects of congestion on peak spreading. 1.4 Definition of Deficiencv and Sionificant ImDact The following definitions of deficiencies and significant impacts have been developed in accordance with the City of San Bernardino General Plan requirements. 1 .4.1 Definition of Deficiency The definition of an intersection deficiency has been obtained from the City of San Bernardino General Plan. The General Plan states that peak hour intersection operations of LOS "D" or better are generally acceptable. Therefore, any intersection operating at LOS "E" or LOS "F" will be considered deficient. 1.4.2 Definition of Significant Impact The City of San Bernardino General Plan and Circulation Element have been adopted in accordance with CEQA requirements, and any roadway improvements within the City of San Bernardino which are consistent with these documents are not considered a significant impact, so long as the project contributes its "fair share" funding for improvements. 1-20 I I I , I I I I I I I, I I I I I I I I ,- I I I I I I I I I I I I I I I I I I I 98 .259 2. PROJECT DESCRIPTION AND CMP TRAFFIC CONTRIBUTION TEST This section describes the project land uses and traffic characteristics for the future horizon year analyzed. The CMP traffic contribution test used to determine the CMP Horizon Year (2015) analysis locations is also presented in this section. 2.1 Proiect Descriotion The project site plans were previously presented on Exhibits 1-C and 1-D. The project site is proposed to be developed with golf course, driving and putting range, hotel, commercial retail and restaurant uses. 2.2 Proiect Traffic The traffic related to the project has been calculated in accordance with the following accepted procedural steps: . Trip Generation · Trip Distribution . Traffic Assignment These steps are described in detail below. 2.2.1 Project Trip Generation The Institute of Transportation Engineers UTE) Trip Generation Manual (6th Edition, 1997) has been used to calculate the overall quantity of traffic which 2-1 98 .259 the project site is estimated to generate. Table 2-1 presents the rates which have been obtained from the ITE Trip Generation Manual. Table 2-2 summarizes the projected trip generation for the Patton Station development. The proposed development is projected to generate a total of approximately 11.416 trip-ends per day with 618 vehicles per hour during the AM peak hour and 947 vehicles per hour during the PM peak hour. 2.2.2 Project Trip Distribution and Assignment The trip distribution and assignment process represents the directional orientation of traffic to and from the project site. Trip distribution is heavily influenced by the geographical location of the site, the location of residential areas and the proximity to the regional freeway system. The EVTM model has been used to evaluate the regional distribution of project traffic. A select zone (trip distribution) analysis was performed using the EVTM model data provided by City of San Bernardino staff. The detailed trip distribution/traffic assignment process has been accomplished manually. The project trip distribution is presented on Exhibit 2-A. 2.2.3 Project Only Traffic Volume Forecasts The project only traffic forecasts have been developed by applying the trip generation, distribution, and traffic assignment calculations. 2-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 TABLE 2-1 .' TRIP GENERATION RATES' PEAK HOUR AM PM LAND USE UNITS2 IN OUT IN OUT DAilY Hotel RM 0.36 0.24 0.48 0.32 10.00 Golf Course Hole 1.75 0.47 1.21 1.53 35.74 Golf Driving Range3 Tee 0.25 0.25 0.53 0.73 14.85 Commercial Retail TSF 1.51 0.97 4.36 4.73 100.51 High Turnover TSF 4.82 4.45 6.52 4.34 130.34 (Sit-Down) Restaurant Fast Food TSF 25.43 24.43 17.41 16.07 496.12 w/Drive-Thru Source: Institute of Transportation Engineers, Trip Generation. Sixth Edition. 1997, land Use Categories 430, 432, 710, 820, 832 and 834. San Diego Association of Governments (SANDAGl. December, 1996. 2 RM = TSF rooms thousand square feet 3 AM peak hour and daily rate obtained from data compiled by RKJK for the Rancho Golf Center Traffic Evaluation (see Appendix" A"). 2-3 ,--- , 2-4 I I I I I I I I I I I I I I I I I I I 98 .259 TABLE 2-2 PROJECT TRIP GENERATION' PEAK-HOUR AM PM LAND USE QUANTITY UNITS' IN OUT IN OUT DAILY Hotel 200 RM 72 48 96 64 2,000 Golf Course 12 Holes 21 6 15 18 429 Golf Driving Range 94 Tees 24 24 50 69 1,396 Commercial Retail 33.7 TSF 51 33 147 159 3,387 High Turnover 21.6 TSF 104 96 141 94 2,815 (Sit-Down I Restaurant Fast Food 2.8 TSF 71 68 49 45 1,389 w/Drive-Thru TOTAL 343 275 498 449 11.416 An internal capture rate of 9 % has been assumed for the Patton Station development (see Exhibit 2-A). , RM = TSF rooms thousand square feet I I I I I I I I I I I I I I I I I I I 08 " . .259 EXHIBIT 2-A PROJECT TRIP DISTRIBUTION 2 r----------------, 2 2 5 I NORTH SITE : w w _..J r-----1.... I ~I .J w -, ~ w ~ -- >- I / ~..J ~ ~ <<I / ~~ i Z ;>'1 UJ :E a a o III ..J cr >- << 3 19 << 0 ~o 0.. '> <<I 0..1 8 31 50 25 23 19 16 6 2 i 1 , 13 15 l' 2 PA 8 W 7 ~ 5 8 1 6 BASEL 3 2 3 6 3 10 5 5 5' 5 ~ N LEGEND. 10 ; PERCENT TO/FROM PROJECT ~I5J~ 0265-98-02:34A PATTON STATION. Son Bernardino, California 2-5 98 .259 The project only ADT's are depicted on Exhibit 2-B. The project only AM peak hour traffic volumes are shown on Exhibit 2-C and project only PM peak hour traffic forecasts are shown on Exhibit 2-D. I I I I I I I I I I I I I I I I I I I The project traffic volumes presented in this section are the criteria determining the limits of the required CMP Horizon Year (2015) analysis. The CMP states that any CMP roadway link carrying 80 or more two-way project trips or any CMP freeway link carrying 100 or more two-way project trips during the AM and/or PM peak hour must be analyzed to ensure that no CMP deficiencies are anticipated within the study area. Exhibit 2-E graphically depicts the CMP project traffic contribution test volumes on all of the roadway segments adjacent to the potential CMP intersection analysis locations previously identified, until the project volume contribution ~as dropped below the CMP 80 trip threshold. Table 2-3 summarizes the CMP traffic contribution test for the potential freeway segments in the study area. Only freeway segments with 100 or more two-way (total) trips need to be analyzed in accordance with CMP requirements. Exhibit 2-F presents the resulting final CMP Horizon Year (2015) analysis locations. Overall, 14 intersection locations and 3 freeway segments have been analyzed per CMP requirements. The project contributes traffic greater than the CMP freeway threshold volume of 100 two-way trips to a State Highway (SR-30 Freeway), and the project contribution test has indicated that the project will contribute more than 80 trips (CMP roadway threshold volume) along roadway segments serving CMP intersections within the County of San Bernardino and City of Highland. This means that the City of San Bernardino must notify the Congestion Management Agency (SANBAG), the California Department of Transportation (Caltransl. the County of San Bernardino and the City of 2-6 I I I I I I I il I I I I I I I i I I I 98 .259 EXHIBIT 2-8 PROJECT AVERAGE DAILY TRAFFIC IADTJ w ~ z 0.2 w o 0:: -( 3.5 r----------------, I NORTH SITE : w r--l .-----1... I > .J W -, :ij -( I /-- ~ ~ r ~...J <C( 1.'/ (,I)~ I.aJ 02 ~ l/ g~ 1 . > 0.6 0::I: w ~ 0.2 ::; ...J 0: 2.2 0.1 HIGHLAND AVE. 5.7 ~ - I I SOUTH I : SITE: ~ -~ 2.7 0.2 1.6 2.9 0.1 2.6 0,1 0.1 1.5 1.7 0,3 PACIFIC ST, 0.2 0,9 1.1 ...J -( e: w z ~ w u 0.6 0.2 0.6 BASELINE ST. 0.1 o ...J ~ o <Il 0.6 0.6 LEGEND. 0.6 = VEHICLES PER DAY (1 OOO'S) ~ N ~I5J~ 0265-98-02:JaA PATTON STATION. Son Bernardino, California 2-7 ~ N ~I5J~ I I I I I I I I I I I I I I I i I I I 98 .259 EXHIBIT 2-C PROJECT AM PEAK HOUR INTERSECTION VOLUMES 4 m~' 9~ ill IT 22 " PACIFIC ST. w > r------ ------ --, I NOR H SITE : . r-..J r- ----, ..J '-- I : ,,-- -' ~ lij I '" c:( w ~/ ~ 1 HIGHLAND AVE. ~ ~ I I I SOUTH I I SITE I I I ~ -' w ::c w > "" a:: w o -' ::J o [D u Jf .~ 1J. 0265-98-02:39A PATTON STATION. Son Bernardino. Colilo'nic 2-8 I I I I I i I I I I I I I ,I I I I I I 98 .259 J N t,~... ' EXHIBIT 2-D PROJECT PM PEAK HOUR INTERSECTION VOLUMES r------ ------ --, I NOR H SITE : . r-...J ,... ---"'1.._ I I --" b I / -' ~"I ~/ ! [1 w > HIGHLAND AVE. ,... ~ I I I SOUTH I : SITE: ~ ~ PACIFIC 5T, 0265-98-02:40A PATTON STATION. Son Bernardino. California w ~ () ~I5J~ 2-9 98 .259 I I I I I I I I I I I I I I I I I I I EXHIBIT' 2-E CMP PROJECT TRAFFIC CONTRIBUTION TEST VOLUMES 40TH ST, '" . c:;;?<: ..!.u.. RIA T ~ N OJ I '" SR 30 FWy. 161 MILL ST. w ~w <(;;;: u w 11. !k 0265-98-01:56" PATTON STATION. Son Bernardino, California <( '" o . "'w ...J;;;: W Cl I U . ",>- :0'" I GREENS POT RD, Z W ~ ~ Z :0 '" ow ::; ;; ~ '" <( ::; <( aJ :'5 <( >' 1: >- '" w '-' Z <( '" o o ..., I '" '" SAN BERNARDINO AVE. 1-10 FWY. <( z .....: [5 '" u.. ~ <( u LEGEND. 47 = PROJECT PM PEAK HOUR VOLUME ~I5J~ 2-10 I I f I I I I I I I I I I I I I I I I I 98 .259 TABLE 2-3 CMP FREEWAY PROJECT TRIP CONTRIBUTION SUMMARY I FREEWAY I SEGMENT SR-30 SR-330 to Highland Ave, SR-30 Highland Ave. to Del Rosa Ave. SR-30 Del Rosa Ave. to SR-18 SR-30 SR-18 to SR-259 I PROJECT I TRIPS 9 180 161 114 2-11 98 .259 ,EXHIBIT 2-F CMP HORIZON YEAR ANAL YSIS LOCATIONS LJ ~ z UJ Cl '" -0: r----------------, , NORTH SITE : w r-...J r-----L > .J W -""'\ b -< 1 /-- ~ -l ~"' LJ ~: // Ln~ lUJ ~ o i/ zii: ::< t- Of/) -l o ~o -0: > <I ~ ll. HIGHLAND AVE. .- ..., I , 'SOUTH' : SITE' ~ ~ PACIFIC ST, > -0: '" UJ o -' :::J o III -' -0: '" ' >- UJ Z ~ UJ o BASELINE ST. LEGEND. . - INTERSECTION ANALYSIS LOCATION J N ~I5J~ 0265-98-02:04 1A PATrON STATION. San Bernardino. California 2-12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !I I I I I 98 .259 Highland in accordance with CMP requirements. Each of these agencies must also be provided with a copy of the CMP traffic impact analysis, once the document is accepted by the City of San Bernardino. 2-13 I I I I I I I I I I I I I I I I I I I 98 .259 3. EXISTING CONDITIONS This section of the report summarizes existing roadway and traffic conditions in the study area. The existing conditions intersection analysis locations are presented on Exhibit 3-A. All CMP Horizon Year (2015) analysis locations which exist today have been analyzed. The number of through travel lanes for existing roadways and intersection geometries are presented, along with existing traffic count data collected for this study. This data was used to analyze existing traffic operations in the study area. Existing plans for roadway improvements are also described in this section. 3.1 Existina Roadwav Svstem and Dailv Traffic Volumes The number of through travel lanes for existing roadways and intersection geometries within the study area are presented on Exhibits 3-B, while Exhibit 3-C depicts the current average daily traffic (ADT) volumes in the study area. ADT's are based upon the latest traffic data collected from the City of San Bernardino. the 1996 Traffic Volumes on California State Hiohwavs by Caltrans and traffic counts conducted for RKJK. The remaining ADT volumes have been estimated by RKJK using the following formula for each intersection leg: PM Peak Hour (Approach + Exit Volume) + 12 = Daily Leg Volume Regional access to the site is provided directly by the SR-30 Freeway. Local access is provided by various roadways in the vicinity of the site. The east- west roadways which will be most affected by the project include Highland Avenue, Pacific Street and Baseline Street. North-south roadways expected 3-1 98 .259 w ~ z w o '" <( J N I I I I I I I I I I I I I I I I I I I EXHIBIT 3-A EXISTING ANALYSIS LOCATIONS r----------------, , NORTH SITE : t.J r-...J '-W--L.._ I ~ : /__J ~...J \~ tiJ < I .'/ (/)~ llJ ~ l/ g~ ~ > <:I: ~ 0.. w ~ ::; -' <( 0.. HIGHLAND AVE. ~ ..., , , 'SOUTH' , SITE' , I '- ~ PACIFIC ST. -' ~ ' >- w Z ~ w U BASELINE ST. LEGEND. . = INTERSECTION ANALYSIS LOCATION 0265-98-02:42A PATTON STATION. San Bernardino. California 3-2 w ~ '" w o ~ ::J o ~I5J~ I I I I I I I I I I I I I I , I I I I 98 -259 EXHIBIT 3-B EXISTING NUMBER OF THROUGH LANES AND INTERSECTION GEOMETRIES L -I j L ;:: "'II L ;:: == III r == lIl- T -. r------ ------ --, I NOR H SiTE : UJ . r-.J r- ---L_ I > : /--" ...J ~ ~ 2U 2U : / ~ i i/ 0.. III 0 40 I 40 40 IGHLANo AVE 4U 4U 40 40 r ~ -L 2U I I 4U 2U I SOUTH I 2U 2U : SITE: L ~ 2U 40 40 2U 2U 2U 2U 4U 4U PACIFIC ST, S 2U S 2U 2U 2U 2U W 2U ~ 40 ~ 40 <( -!.LL - u Q: 2U UJ 2U 0 :5 50 0 40 BASELINE ST. 40 40 40 40 40 40 4U 2U 40 J LEGEND. ~ = TRAFFIC SIGNAL @ = ALL WAY STOP -.- = STOP SIGN 4 = NUMBER OF LANES o = DIVIDED U = UNDIVIDED oi:-- = FREE RIGHT TU RN RTO = RIGHT TURN OVERLAP N .~I5J~ 0265-98-02:J5A PATTON STATION. San Bernardino. California 3-3 70.0 18.8 J N 98 LJ > ... 0:: w Cl --' => o CD I I I I I I I I I I I .259 EXHIBIT 3-C EXISTING AVERAGE DAILY TRAFFIC lADT] LJ ~ z 10,7 w Cl 0:: <: 31.1 r----------------, I NORTH SITE i w r-.J '-GJ--I..._ I > I __.J I- ""'\ ~ W ... I / >';;i ~ ~ ~l-/ i~ ~46 :52.7 ~ 8.0 S ~ ~ rJ.: 0.. 3,8 17,2 HIGHLAND AVE, 16.4 r -, 17.6 16.3 14.6 9.7 8.4 I I 4.5 I SOUTH I 1.9 3.5 7.6 : SITE: '- ~ 8.6 54.0 7.7 1.3 5,9 PACIFIC ST. 4.8 4.6 --' ri LJ ~ ~ w o 52,0 9.7 3,4 i 1.5 BASELINE ST. 11.6 9.6 49.0 LEGEND. 3.4 = VEHICLES PER DAY (1 OOO'S) I I , I I I I 0265-98-02:43" PATTON STATION, San Bernardino. Calitomio ~I5J~ 3-4 , I I I I I I I I I I I I I I I I I I 98 .259 to provide local access include Arden Avenue, Victoria Avenue, Central Avenue, Orange Street, Palm Avenue and Boulder Avenue. 3.2 Existina Peak Hour Traffic Volumes Existing intersection level of service calculations are based upon manual AM and PM peak hour turning movement counts conducted for RKJK and the City of Highland, as shown on Exhibits 3-D and 3-E. Peak hour traffic count worksheets are included in Appendix "B". Explicit peak hour factors have been calculated using the data collected for this effort as well. The AM peak hour traffic volumes were determined by counting the two hour period between 7 - 9 AM in the morning. Similarly, the PM peak hour traffic volumes were identified by counting the two hour period from 4 - 6 PM in the evening. 3.3 Existina Traffic Ooerations Existing peak hour traffic operations have been evaluated for both the AM and PM peak hours of traffic throughout the study area. The results of this analysis are summarized in Table 3-1, along with the existing intersection geometries and control devices at each analysis location. The study area intersections currently operate at acceptable levels of service (LOS "0" or better) during the peak hours. The operations analysis worksheets for existing conditions are included in Appendix "C". 3-5 I I I I I I I I I I I I . I I I I I I 98 .259 EXHIBIT 3-D EXISTING AM PEAK HOUR INTERSECTION VOLUMES i N 0265-98-02:4"''' PATTON STATION, Son Bernardino, California r------ ------ --, I NOR H SITE : . r-.-I .- ---l.._ I I /--~ ~ ~/ I ~i w ~ ::;; -' <( a. HIGHLAND AVE, ~ , I I 'SOUTH' : SITE: L ~ PACIFIC ST. w ~ "" w '" -' :J o CD ~I5J~ 3-6 I I I I I I I I I I I I I I I I I I I 98 .259 EXHIBIT 3-E EXISTING PM PEAK HOUR INTERSECTION VOLUMES w > HIGHLAND AVE, r , I I 'SOUTH' : SITE: ~ ~ PACIFIC ST. I w w > ::c @3 <! U '" W 81....... Cl -' ::J 0 BASELINE ST. ~ N ~I5J~ 0265-98-02:4SA PATTON STATION, San 8erMrdino, California 3-7 98 .259 TABLE 3.' EXISTING CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORT.... SOUTH- EAST- WEST- OELA Y tnIEL OF BOUND BOUND BOUND BOUND ISECSY SERVICE TRAFAC INTERSECTION CONTROL 3 L T R L T R L T R L T R AM PM AM PM SR-30 Fwv. fB Off-R.rnp eNSI .t: . Highlend Ave. fEW) TS 0 0 0 2 0 , >> 0 2 0 0 2 0 7.. 8.3 8 . Ard..... Ava. INSI at: . Higkl..:l Ava. lEWJ TS 1 1 , 1 2 0 2 2 1 I 3 0 29.8 27.2 0 0 . SR-30 Fwy. EB On-fWnp CB8 0 2 0 , 2 0 0 0 0 0 0 0 1.4 1.0 A A IEW) 6R-30 Fwy. WB Off.fWr1:IINSI at: . HighlMd Av.. fEW) TS 2 1 0 , 0 1 1 2 0 0 2 0 14.9 15.1 . C VictOria A'n. INS) at: . Highlend Ave. fEW! TS I , I I I 1 1 2 0 I 2 I 14.9 19.0 . C . Pacific St. fEW! TS I , 0 1 I 0 0 , 1 0 1 0 10.9 10.15 . . . s....tntl St. lEWI TS , 2 0 , 2 0 1 2 0 I 2 0 16.1 le.l C C P.uon Stat. He.pit. Ent'",cI INSI.t: . Hlghl....d Alii. IEWI TS 0 , I 0 I , , 2 I I 2 0 12.6 11.7 . . Cent,. An. INSI .t: . Highlend A'n. fEW! css 0 1 0 0 0 0 0 2 0 0 2 0 1.8 2.8 A A . Pacific St. IEWl CSS 0 1 I 0 I 1 , I 0 1 I 0 2.3 2.. A A Oflng. St. (NS) 81: . Hlghlend Av.. IEWI TS , , 0 I I 0 , 2 0 1 2 1 ..7 5.1 . . P.m AV8. INSl .t: . HlghllWlCl AVI. IEWl TS 2 , 1 1 2 0 , 2 0 , 2 1 14.3 15.4 8 C Bould.,. AVI. INSI at: . Hrghlend Ava. IEWI TS I 2 0 1 2 0 I 2 , , 2 1> 16.8 16.9 C C I I I I I I I I I I I I I I When . right turn i. de~na1ed. the I..... c.-, ..th.. be striped or unltnped. To function I' . right turn I..... tn.... must b. lufficient width for ri;ht turning v.ntcl.. I 10 trnel ou11id. th. thrOUih Ian... l . L.f1: T . Through: R . Right; > > - f,.. Right Turn; > . Right Turn Onrlep An~.. $oftw..: TraHix. VII.ion 6.8.0827119961. TS CSS Tr.tfiG Sign. Croll St,..t Stop 3-8 I I I I I I I I I I I I I I I I I I I I I I I 98 .259 3.4 Planned Transoortation Imorovements and Relationshios to General Plan The City of San Bernardino Circulation Plan in the vicinity of the project is shown on Exhibit 3-F. The City of San Bernardino roadway cross-sections for each roadway classification presented on Exhibit 3-F are depicted on Exhibit 3-G. The City of Highland General Plan information is also important. The City of Highland General Plan roadway classifications within the study area are shown on Exhibit 3-H. Exhibit 3-1 depicts the City of Highway General Plan roadway cross-sections. 3-9 98 .259 EXHIBIT' 3-F CITY OF SAN BERNARDINO GENERAL PLAN CIRCULATION ELEMENT r/( )'1 I. /"..,,,/.- , -- --- . . .1 (I';; " ~ '. ~.. " . ,.. ~ .. '. -' --- ----. LZGEHD J SOURCE: CllY OF SAN BERNARDINO N - ,....... - -...-~ -.~.....,..,..,. -""'...:- ~I5J~ 0265-9B-02:52A PATTON STATION. San Bernaraino, California 3-10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9S .259 EXHI13n: 3-G CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY CROSS-SECTIONS tIlIllJWS .. b-.. b-K-cJ MAJCR DMllED H1tlfllllYll , i::t-If.- f.!L"-.r.,~t- ~ tIIIlftllr( " -t[--- "~--cr- Ie.oaR'/' IIQI ~ t b=;:+~ CCXIfTT lI(o:NlMY' Hl..nlllG .._--.-~......, If ._..,..._.._~. .. 1:}-+.~ "R'~ HItInaT ..-.-......--.-- ....-...........-P-- ~..::..._.-- -.....- ....,.__.... I 'nIAIn1...._._J ~.--Lb- J;-~ ~ ......... ...... ~ .--- 1__ ~ ~l - - ..... III&.M ..., na__ ,,",. c-.. ._ ...1 SOURCE, CITY OF SAN BERNARDINO 0265-9B-02:5JA PATTON STATION. San Bernaraino. California I.OGAL ~En HlLLIlOE lITREI1I .. "t.. ~~IO~~ ~~~~~ 00LJ,.E.Cl0R aTIlaT al-l'MIWn' ItLUllE "OlIJ _ I_ ""'.LI' I'1'1IUat 0Q.J..E0T'aIt .. ftK T .-. ...~...... .. ~ CONTalQl8 STIlEET . _1IUlPU --....- --...-- "'fIU. _-..~ .- ~ ,4~~.~ ~ .... I tIlDf CCl.1ZCTOIt .1ftU, J .. .. " .'1t .I~ LDCAL NONOCHrIIJOUS STllUT t --.......--~ ~~ ~ ....,.-_. .-.,.,. .... . ~..,......,. ......... ... :::;:.....'=..~=..- .-'.- DI~I LIlTED 1_.___'' & --"~e" .~ Aooo.~. 0CfIll1'l0NIL 1lAlfW1I.-1- .rn ....1ftIIIft... ("0 _KINCt IICI'M 'DCa) STlIlNDoUfD STftEf:T OONDlTlCINt to ...... ~ 0........... M&U....- ,.".........-.Y __..". _1'. ~I5J~ 3-11 98 .259 EXHIBIT 3-H CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT I I I I // /-1 .__..1 I c:;: L-"___.._n___. .-..... U.l...... .... .. \ 11~1..' ~:\ A " __ --I ! I I ",==- L' - '" . .. .. ~.."J L.._.__.._n~.._.__.._.._.._---_._-' --- -- 1::: ~ 1... .... :.r............. . lIOII'011 A_ '0<<2 'AM r:::::--. ern IOUNDAn ~ r:::--i .'MII( 0' ,"fLUtNCI ~ r;;;::-) ,.,....n ....nlt...L ~ ~ ..,uot MtOMW'" ~ ,'CONOAn M1G:NWA' ~ fSl COWCTOI Imn rsJ '1IIWAt' r;;:-1 "fOAL IICONOAn HIGHWAY ~ [S) '"ClAL COI1ICTOI ~ SOURCE; CITY OF HIGHLAND N ~I5J~ 0265-98-02:54... PATTON STATION, San Bernardino, Califomia 3-12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 EXHIBIT 3-1 CITY OF HIGHLAND GENERAL PLAN ROADWAY CROSS-SECTIONS '~~Tl- I' J15.~' ,,,,' ". I. I 22' =;;:::::::r--J6.S" r:'."T~1 ~ R'" 20'==1 CUR."J""i"" I ;1 ,. - IPRI~ARY ARTERIAL HIGHWAYI 'Frl-,. " It - 104' 80' I. m " -"- -,\1 ::i1 'I I ~AJOR HIGHWA yl R'" "':::=1 'j"'" J;:;~R. ,,' 104' ". Ff:l R'" " ;~R.\F~~r " ISPECIAL SECONDARY HIGHWA YI R/W ". R/W j~,I6'" "rll" o::\!,l'~ ISECDNDARY HIGHWAYI R/W ';:n;CUR8 :~. =r - ,,' 52' I. I R/W ISPECIAL COLlICTOR STREETI ,. ". 5.5' R/W II' ,,' ... I. I R/W J" I/CUR;. ". F'" "'2~UR.\'1 "'r I COLLECTOR STREET I SOURCE: CITY OF HIGHLAND 0265-98-02~55A PATION STATION. San Bernardino. California ~~J~ 3-13 I I I I I I I I I I I I I I I I I I I 98 .259 4. FUTURE TRAFFIC CONDITIONS This chapter of the report describes the development of the future year traffic volume forecasts and presents the resulting traffic volumes which will be used for traffic operations analysis. Future traffic conditions without the project are presented first, followed by the future with project traffic volumes. 4.1 Future Without Proiect Traffic Conditions The Year 1999 background traffic projections without the project were developed by extending historical traffic volume growth trends for the study area (ambient growth). An annual growth rate of 5% per year for one year has been applied to each existing traffic volume for Year 1999 traffic conditions. The growth rate was supplied by the City of San Bernardino's traffic engineering staff. As described previously, the Horizon Year 2015 ADT volume forecasts are developed using a growth increment process based on volumes predicted by the EVTM Year 1994 and Year 2015 models. The growth increment for CMP Horizon Year 2015 on each roadway segment is the increase in EVTM model volume from Year 1994 to Year 2015. The final Year 2015 roadway segment volume used for analysis purposes is then determined by adding the Year 2015 growth increment volume to the existing counted volume. If growth of less than 10% has been forecast for any particular ADT forecast, the future forecast has been adjusted upward to provide at least 10% growth. 4-1 98 .259 4.1.1 Year 1999 ADT volumes for the Year 1999 have been determined as described above using a 5% growth rate over 1 year. Year 1999 ADT volumes without the project traffic are shown on Exhibit 4-A. For Year 1999 without project traffic conditions, a traffic signal is projected to be warranted at the intersection of Central Avenue/Highland Avenue (see Appendix "D"). 4.1.2 Year 2015 ADT volumes for the Year 2015 have been determined as described above using the growth increment process. Year 2015 ADT volumes without the project traffic are shown on Exhibit 4-B. For Year 2015 without project traffic conditions. a traffic signal is projected to be warranted at the intersection of Central Avenue/Pacific Street (see Appendix "D"). 4.2 Future With Proiect Traffic Conditions Project traffic volumes on study area roadway segments are determined by generating project trips and manually routing the traffic through the roadway network. The routing patterns follow the trip distribution which was presented in Section 2 on Exhibit 2-A. Trips are assigned to each individual roadway link occurring along a specific route. 4-2 I I I I I I I I I I I I I I I II I I I I I I I I , I I I I I I I I I I I I I I 93 .259 EXHIBIT 4-A OPENING YEAR WITHOUT PROJECT AVERAGE DAILY TRAFFIC IADTI w ~ z 11.2 w o a: < 32.7 r----------------, , NORTH SITE : w r-..J r-----""1... I > .J w -, ~ <I( I -- l- I / ~...J ~ ::!"l./ U1~ 4148 ~ L/ ~~ l' 5 8.4 <<I 0.. w > << 2.8 ::; ...J << 0.. 73.5 4.0 18.1 HIGHLAND AVE. 19,7 17.2 r ~ 18.5 17.1 15.3 , , 4.7 'SOUTHI20 3.7 8,0 : SITE: ' ~ ~ 9.0 56.7 8,1 1.4 PACIFIC ST. 6.2 5.0 4.8 ...J << a: . W f- W Z ~ > W << 10.2 u 54.6 a: 3.6 w 0 ..J :0 0 <D BASELINE ST. 12.1 12.2 10.1 51.5 LEGEND. 3.6 = VEHICLES PER DAY (1 OOO'S) J N ~I5J~ 0265-98-02:58A PATTON STATION, San Bernardino. Colifomio 4-3 N ~I5J~ I I I I I I I I I I I I I II I I I I I 98 .259 EXHIBIT 4-8 YEAR 2015 WITHOUT PROJECT AVERAGE DAILY TRAFFIC IADTI w ~ z 12.3 UJ Cl a:: <{ 41.2 r----------------, I NORTH SITE : w r-.J r--W--L_ I >1 /--~ ~ '~ :: ~/ ~~ L UJ80 ~ ~/ zi[ 2.~' OUl ~ ~ 11.3 S~ 0.. w ~ 7.5 :;; ...J '" 0.. 1.0 4.3 26.1 HIGHLAND AVE. 27.4 ~ "I 'SOUTH' : SITE: ~ - ~ 28.4 2.4 26.5 3.9 25.2 22.6 7.4 13,2 11.3 LEGEND. 3.7 = VEHICLES PER DAY (1 ODO'S) ~ 0265-98-02:46A PATTON STATION, 5an Bernardino, California 4-4 I I I I I I I I I I I I I I I I I I I (J8 .259 c The accumulation of traffic assigned to each roadway link represents the project traffic volume for that link. Project only average daily traffic (ADT) volumes were presented in Section 2 on Exhibit 2-B. The future year with project traffic volumes are presented in the following sections. 4.2.1 Year 1999 The ADT's for the Year 1999 with project have been determined as described above using the volume addition process. Year 1999 ADT volumes with the project traffic are shown on Exhibit 4-C. 4.2.2 Year 2015 The ADT's for the Year 2015 with project have been determined as described above using the volume addition process. Year 2015 AOT volumes with the project traffic are shown on Exhibit 4-0. 4-5 N ~I5J~ I I I I I I I I I I I I I I I I I I I 98 .259 EXHIBIT 4-C OPENING YEAR WITH PROJECT AVERAGE DAILY TRAFFIC IADTI w ?( z 11.4 w o '" <( 36.2 r----------------, I NORTH SITE : ~ i-...J /_-r-~--""1..-~~ ~ <: // Ui ~ UJ 50 ~ l/ g~ 1 ' 5 9.0 .. I 0.. 4.1 20.8 HIGHLAND AVE. 22,9 w > .. 3.0 ::;; ...J .. 0.. 6.3 ~ ~ 21.4 'SOUTH' 21 : SITE: ' ~ ~ 19.7 3,7 17.5 12.0 8.2 6,5 PACIFIC ST, 5.2 5.7 9,6 9.1 56.8 9.6 3.1 11.3 ...J ~ ' .... w z ?( w u 54.8 w > .. '" w o ...J OJ o m 4.2 12.7 BASELINE ST. 12.3 10.7 52,1 LEGEND. 4.2 = VEHICLES PER DAY (1 OOO'S) ~ 0265-98-02:59A PATTON STATION, San Bernardino. Colifornia 4-6 I I I I I I I I I I I I I I I I I I I 98 .259 ExHIBIT . 4-D YEAR 2015 WITH PROJECT AVERAGE DAILY TRAFFIC IADT) w ~ z 12.5 w D a:: <( 44.7 r----------------, I NORTH SITE : w r-.J r-LJ--l.._ I ~ : /__.J ~ --' \~ ~ <:1 /' U')~ . w82 ~V'" zil: l' 0'" ~ 11.9 ~~ ll. w > <( 7.7 ::E ...J <( ll. 4.4 28,8 HIGHLAND AVE. 33. 1 ~ -: 31.3 29.1 'SOUTH' 25 3,9 9.0 : SITE : ' ~ ~ 27.4 13.4 18.2 10,7 12,2 4.1 PACIFIC ST. 7.7 6.2 7.6 ...J <( a:: . >- w Z ~ w 54,6 13.5 u a:: 4.3 w D ...J ::J 0 CD BASELINE ST. 16,6 16.8 11.9 LEGEND. 4.3 ; VEHICLES PER DAY (1000'S) ~ N ~I5J~ 0265-98-02:47A PATION STATION. Son Bernardino, California 4-7 I I I I I I I I I I I I I I I I I I I I 93 .259 5. FUTURE TRAFFIC OPERATIONS ANALYSIS This section of the report presents the operations analysis for the traffic volume forecasts for future baseline without the project traffic conditions and for future baseline with the project traffic conditions. The analysis procedures conform to the requirements of the San Bernardino CMP. The operations analysis for each analysis year is presented in a separate subsection. 5.1 Future Ooenino Year (1 999) Traffic Ooerations 5.1.1 Opening Year (1 999) Without Project Conditions The intersection operations analysis for Year 1999 without project traffic conditions with existing geometries are summarized in Table 5-1. The Year 1999 without project peak hour intersection turning movement volumes are presented on Exhibits 5-A and 5-B for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 1999 without project conditions are included in Appendix "E". As shown in Table 5- 1 , the study area intersections are projected to continue to operate at acceptable levels of service (LOS "0" or better) during the peak hours. 5.1.2 Opening Year (1 999) With Project Conditions The intersection operations analysis for Year 1999 with project conditions with existing geometrics are summarized in Table 5-2. The Year 1999 with project peak hour intersection turning movement volumes are presented on Exhibits 5-C and 5-D for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 1999 with project conditions are 5-1 98 .259 TABLE 5-1 OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROAOl LANES' NORTIl- S0UTH- EAST. WEST. DElAY lFIEL OF BOUND BOUND BOUND BOUND lSECS.ll SElMCE TRAffiC INTERSECTION CONTROL ~ L T " L T " L T " L T " AM PM AM PM SR-30 Fwy. E8 otf-fUmp INSI ~: . HiQhI~ A..... fEW! TO 0 0 0 , 0 .> > 0 , 0 0 , 0 7.7 B.' B B Ard.... Ava. INSI at: . Hiohl'" Ava. IEW! TO 1 1 1 1 , 0 , , 1 , 3 0 31.2 31.11' D D . SR-30 Fwy. E8 Qn.fWnp CSS 0 , 0 1 , 0 0 0 0 0 0 0 1.. 1.7 A A IEWl &R-30 Fwy. we otf-fWnp INSI m: . HiQl'Mend Ava. fEW! TO , , 0 , 0 1 , , 0 0 , 0 15.2 15.7 C C Vict<<ia Ava. INSI lit: . HiQI'tI8nCI Ava. fEWl TO 1 , 1 , , 1 , , 0 1 , 1 15.1 20.7 C C . Pectfic St. fEW! TO 1 , 0 1 1 0 0 1 1 0 , 0 11.1 10.7 B B . Be..bn. St. fEW! TO 1 , 0 1 , 0 1 , 0 1 , 0 16.e 16.6 C C Patton Stilt. Hoaptal Ent'....ce INSI at: . Highland Ava. 1EW) TO 0 , 1 0 , 1 1 , , , , 0 13.0 12.0 B B C....tr. Ava. INSI.,: . Highland Ava. 1EW) CSS 0 , 0 0 0 0 0 , 0 0 , 0 '.1 3.B A A . PltCific St. fEW! CSS 0 , , 0 , , 1 , 0 1 1 0 '.4 a A A Or-.ga St. INSI lit: . Highland Ava. IEWl TO 1 , 0 , , 0 1 , 0 , , , '.7 5,' B B P.m Ava. INSI at: . HIghland A".. fEW! TO , , , , , 0 , , 0 , , , 14.3 15.7 B C Boulder Ava. INSIIIt: . Hiok!Md Av.. IEWI TO 1 , 0 , , 0 1 , , , , 1> 17.2 17.4 C C Wh... . right tum i. dnignated. th..... can eith., be striped Of unlltriped. To function .. . right turn Ian. th.. mult b. luffici.nt width for right tummg vehid.. to tr....e1 out.Mi. 1M through I..... l _ L.tt: T . Through; R _ Right: > > . Fr.. Right Turn; > - Rfght Turn Ov...I~ 2 AnIlIylis 8oftw..: Tratfix. V....on 6.8.0827 119961. TO ess Treffic Sign" Cr_ StrNt Slop 5-2 I I I I I I I I I I I I I I I I I I I I I I I I ,I 'I I I I I I I I I I I I I EXHIBIT S':A OPENING YEAR WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES 98 .259 ...J >' ii: Vl o I HIGHLAND AVE. ~- ~ , I 'SOUTH' : SITE: ~ ~ PACIFIC ST. 8" IT......" ]2;--- w ;:;: BASELINE ST. i N w ;:;: a:: UJ Cl -" :::J o CD 0265-98-02:60A PAITON STATION. San Bernordino. California ~~I5J~ 5-3 98 .259 I I I I I I I I I I I I I I I I I I I EXHIBIT 5-B OPENING YEAR WITHOUT PROJECT PM PEAK HOUR INTERSECTION, VOLUMES r------ ------ --, I NOR H SITE : . r-..J r ---""1.._ I : /--" ...J 1. ~ ~/ ~ (1 HIGHLAND AVE, ~ ~ , , 'SOUTH' : SITE: ~ ~ PACIFIC ST. w :;( BASELINE ST. ~ N w > .. 0: w Cl ...J '" o CD 0:265-98-02:61A PATTON STATION. Son Bernardino, California ~I5J~ 5-4 I I I I I I I I I I I I I I I I I I I 98 .259 " TABLE 5-2 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORTH- S0UTH- EAST- WEST- DELAY UVEl Of BOUND BOUND BOUND BOUND lSECSY SERVIa: TRAFAC INTERSECTION CONTROll L T R L T R L T R L T R AM PM AM PM SR-30 Fwy. EB Off-Remp INSI at: . Highl.M Av.. IEWJ T5 0 0 0 , 0 1 >> 0 , 0 0 , 0 7.9 9.0 B B Ard... Av.. INSI at: . HigtQnd Av.. 1EW) T5 1 1 , 1 , 0 , , 1 , 3 0 32.0 35.5 0 0 . SR-30 Fwy, EB ()n.fWrlp CS& 0 , 0 , , 0 0 0 0 0 0 0 1.5 1.1 A A fEW! SR-30 Fwy. 'NIl Off.~ iNS) at: . Highlend Ava. fEW) T5 , , 0 , 0 , , , 0 0 , 0 15.3 18.15 C C Victoria Ay.. (NSI at: . Highl..cl Av.. fEW! T5 , , , I , , , , 0 , , , 16.3 22.3 C C . PKific: St. fEW) T5 1 1 0 , , 0 0 , , 0 , 0 11.4 10.9 B B . a....in. St. fEW! T5 , , 0 , , 0 , , 0 , , 0 16.8 17.2 C C Patton Stat. Holt)lt. EnU..,CI INS) at: . Highlend Ava. IEWI T5 0 , , 0 , , , , , , , 0 13.4 13.1 B B c.ntr. Ava. (NSI at: . Highl-.cl Av.. IEWl css 0 , 0 0 0 0 0 , 0 0 , 0 3.1 10.0 A B . PrOlec:t Ent,.,ce fEW) css I , 0 0 , 0 , 0 , 0 0 0 1.1 1.5 A A . PltCific St. fEW) CSS 0 , , 0 , , I , 0 , I 0 3.0 3.' A A o...,ga St. INS) at: . Highl.-.d Av.. IEWl T5 , 1 0 1 , 0 , , 0 , , , 6.7 5.3 B B P.m Av.. INSI at: . Highlend Av.. IEW) TS , I , 1 , 0 I , 0 , , , 14.8 16.8 B C Boulder Av.. INSI at; . Highl-.cl An. IEWl T5 I , 0 , , 0 , , , 1 , , > 20.8 23.3 C C YIfhen . right turn i, dnignated. the I.... c... ..th. b. nrlped 0/' unetrlped. To function .1 . right turn Ian. th.,. mult b, luffici.,t width tor right turning v.hicl.. to trb. outlid. the through ...... l - left; T - Through: R - Right: > > _ Fr.. Right Turn; > _ Right Turn Oven., Analylil Softw..: Tr.tfix. V...lion 6.8.0827 119961. T5 CSS Tr.tfic Si;MI Cro.. StrMt Stop 5-5 9S .259 I EXHIBIT 5-C OPENING YEAR WITH PROJECT I AM PEAK HOUR INTERSECTION VOLUMES I I I I I I j N r------ ------ --, I NOR H SITE i . r-..J r- ---""1.... I : /,--" ...J - ~ ~ : / ~ ,W i/ 0- Ul o I 0265-98-02:62A PATTON STATION, Son Bernardino, California HIGHLAND AVE. r ~ I I 'SOUTH' : SITE: ~ ~ PACIFIC ST. BASELINE ST. w > -0: u 5-6 w > -0: 0:: w o -" ::J o CD I I I I I I I I I ~I5J~ I I I I I I I I I I I I I I I I I I I 98 .259 EXHIBIT 5-0 OPENING YEAR WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES J N w > ~ --" HIGHLAND AVE. ~ ~ I , 'SOUTH' : SITE: L ~ PACIFIC ST. 0265-98-02:63A PATTON STATION. Son Bernaroino. California ...J >0 ii: lfl o :r: w ;;: w > -< '" W Q ...J =0 o <D u ~I5J~ 5-7 98 .259 included in Appendix "F". As shown in Table 5-2, the study area intersections are projected to continue to operate at acceptable levels of service (LOS "D" or better) during the peak hours. The intersection operations analysis for Year 1999 with project traffic conditions with traffic signal improvements are summarized in Table 5-3. The operations analysis worksheets for Year 1999 with project conditions (with improvements) are included in Appendix "G." As shown in Table 5-3, the study area intersections are projected to operate at Level of Service "D" or better during the peak hours, with traffic signal improvements. 5.2 Future CMP Horizon Year (2015) Traffic ODe rations 5.2.1 CMP Horizon Year (2015) Without Project Conditions The intersection operations analysis for Year 2015 without project traffic conditions with existing geometries are summarized in Table 5-4. Appendix "H" includes the checks performed to ensure that the minimum growth exceeds 10% and the peak hour to daily traffic relationships fall within acceptable ranges. The Year 2015 without project peak hour intersection turning movement volumes are presented on Exhibits 5-E and 5-F for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 2015 without project conditions are included in Appendix "I". As shown in Table 5-4, the following intersections are projected to experience LOS "E" or "F" operations and are, therefore, deficient per the City of San Bernardino criteria: 5-8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 TABLE 5.3 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS INTERSECTION APPROACH LANES' NORTH- SOUTH- EAST- WEST- DELAY LEVEl OF BOUND BOUND BOUND SOUND ISEeSy SERVICE TRAFFIC INTERSECTION CONTROl I l T R l T R l T R l T R AM PM AM PM SR-30 Fwy. EB Otf.R8mp INS) at: . Highlm Av.. fEW) TS 0 0 0 2 0 1>> 0 2 0 0 2 0 7.9 9.0 B B Arden Ava. INS) at: . Hi;h!.nd Av.. 1EW) TS , 1 1 , 2 0 2 2 1 1 3 0 32.0 35.5 0 0 . 6R-30 fwy. ED On-fWnp ess 0 2 0 1 2 0 0 0 0 0 0 0 I., 1.7 A A fEWl SR-30 Fwy. WB OH.R.mp INSI at: . Highl.-,d Av.. JEW) TS 2 , 0 , 0 1 1 2 0 0 2 0 15.3 lB.e e C Victoria Av.. INSI at: . Higt\lend Av.. fEWl TS 1 1 1 1 1 , 1 2 0 , 2 1 16.3 22.3 e e . PacifIc St. fEW! TS , 1 0 , , 0 0 1 1 0 , 0 , 1.4 10.9 B B . Bu.ina St. fEW! TS 1 2 0 1 2 0 1 2 0 1 2 0 16.8 17.2 e e p.non Stat. Hapit. Entr...ca INSlal: . H~klend AVI. fEW! TS 0 1 1 0 1 1 1 2 1 1 2 0 13.4 13.1 B B C..,tr. Ava. INS) at: . Highlend Ava. fEW) II 0 1 0 0 0 0 0 2 0 0 2 0 4.9 5.2 A B . PrOlIlCt Ent,...c. fEWI ess 1 1 0 0 1 0 1 0 1 0 0 0 1.1 I., A A . Pacific St. IEW! CSS 0 1 1 0 1 1 1 1 0 1 , 0 3.0 3.4 A A Or~. St. INSI at: . HiQll'IllInd Ava. fEWI TS 1 1 0 1 1 0 , 2 0 1 2 , 6.7 6.3 B B Pelm AYI. INS) at: . Highl8nd Av.. JEW) T5 2 , , 1 2 0 1 2 0 1 2 , 14.5 Hl.! B e Bould. Av.. INS) at: . Hlghlend Av.. IEWl TS , 2 0 1 2 0 , 2 1 1 2 ,> 20.8 23.3 e C Wh., . right turn i. dnignatecl, tha~. ca"l ..th... bIi ttnped or unltnp<<t To runction .. . fIght turn Ian. tnlr. must b. lufhcl.nt width for right tumlng vehidn to WIlY. outKi. 1M through t.n... L - L.ft; T - Through; R - Right; > > - MoM Right Turn; > _ Right Turn Ov.lep Anelv.. Softw..: Traffix, V..on 6.8.0827 (19961. T' ess Traffic SigneI Don Str..t Slop 5-9 98 .259 TABLE 5-4 YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTiON ANALYSIS tNTERSECllON APPROACH LANES' NOR'Ol- SOUTH- EAST- WEST- DELAY lBIfl Of BOUND BOUNO BOUND BOUND (SECS.I~ SERVla TRAFFIC iNTERSECTION CONTROl.' L T R L T R L T R L T R AM PM AM PM SR-30 Fwv. EB Off-Rlmp INSI at: . Highland Ava. IEWl TO 0 0 0 2 0 1>> 0 2 0 0 2 0 9.B 13.1 B B Arden Ava. INSI M: . Highltnd Ave. 1EW) TS , 1 1 1 2 0 2 2 1 1 3 0 .. . .. F F . SR-30 Fwv. EB 0MWnp ess 0 2 0 1 2 0 0 0 0 0 0 0 2.6 7.9 A B IEWI SR-30 Fwy. WB otf.~ INS) ~: . Hig~ Ava. IEWl TS 2 , 0 , 0 1 , 2 0 0 2 0 23.5 37.8 C 0 Victoria Ava. INSI n: . Highl.nd Ave. IEWJ TS , , , , , 1 , 2 0 1 2 , 28." 23.4 0 C . Pacific St. IEWI TS , , 0 , , 0 0 , , 0 , 0 13.3 14,1 B B . B.... St. JEW) TS , 2 0 , 2 0 , 2 0 1 2 0 19.9 19.7 C C Petton Stn. Hapitel Entrenctl INSI8t: . Highland Ava. IEWl TS 0 0 0 , 0 1 , 2 0 0 2 0 14.2 13.8 B B Centre! Ava. INSI at: . HighI_ Ava. IEWI C55 0 , 0 0 0 0 0 2 0 0 2 0 .. .. F F . PllCific St. IEWI C55 0 , , 0 , , , , 0 1 , 0 2.7 3.B A A Or.ng. St. INSI at: . Higt'll.-,d Ava. IEWJ TS 1 , 0 , , 0 , 2 0 , 2 , 7.0 5.' B B P.m Ava. INS) at: . Highland Ava. IEWI TS 2 , , , 2 0 , 2 0 , 2 , 21.7 26.2 C 0 BouId. Ava. INS) at: . Highland Ay.. fEWI TS 1 2 0 , 2 0 , 2 , , 2 1> 31.9 40.4 0 E wt..n . right turn .. deeignMed, the I.... C8n either "' at,..,d Of unatrtped. To functIon .. . right turn I.... tn.... muat b. wHici..,t width fOt' right tUming veNd.. to travel outAH the through I...... L . L.ft; T _ Through; R . Right; > > . Fr.. Right Turn; > . Right Turn 0\1'.,... 2 Anllly.. Sottw..: Treffix. V_lion 8.8.0827 119981. , TS ess Treffic Sign" Croa Str..t Stop o.~ High, Int.....ction Unstabl., l.vel of Service ~F". 5-10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 : , EXHIBIT 5-E YEAR 2015 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES ~ N r------ ------ --, I NOR H SITE : . r-..J .[ ---L_ I : / ...J L lij ~/ ~ (1 HIGHLAND AVE, ~ ~ I I I SOUTH I I SITE I I I ~ ~ PACIFIC ST, w ;:( w > <( '" w Cl ...J :::> o '" 0265-98-02:48A PATTON STATION. San Bernardino. California ~I5J~ 5-11 I I I I I I I I I I I I I I I I I I I EXHIBIT S-F YEAR 2015 WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES 98 .259 ':.... Ll0J j It ,i/.!' I m-J 11 r ~~ w > r------ ------ --, I NOR H SITE : . r-...J -----L_ I : / ~ ~ ~/ i HIGHLAND AVE. ~ ., I I I SOUTH I : SITE: ~ ~ PACIFIC ST. ::iO Jl__" 120<>- w ~ ~ N w > -0: '" W o ~ ::> o m 0265-98-02:.9A PATTON STATION, Son Bernardino. California ~I5J~ 5-12 I I I I I I I I I I I I I I I I I I I 98 .259 .1 Arden Ave. (NS) at: · Highland Ave. (EW) Central Ave. (NS) at: . Highland Ave. (EW) Boulder Ave. (NS) at: . Highland Ave. (EW) 5.2.2 CMP Horizon Year (2015) With Project Conditions The intersection operations analysis for Year 2015 with project traffic conditions with existing geometrics are summarized in Table 5-5. The Year 2015 with project peak hour intersection turning movement volumes are presented on Exhibits 5-G and 5-H for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 2015 with project conditions are included in Appendix "J". As shown in Table 5-5, the following intersections are projected to experience LOS "E" or "F" operations and are, therefore, deficient per the City of San Bernardino criteria: Arden Ave. (NS) at: · Highland Ave. (EW) SR-30 Fwy. WB Off-Ramp (NS) at: · Highland Ave. (EW) 5-13 98 .259 TABLE 5.5 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSEcnON APPflOAOi LANES' NORTH. SOUTH- EAST, WEST. DELAY UVEL OF BOUND BOUND BOUND BOUND lSECS.!' SERVICE TRAFFIC INTERSECTION CONTROl. ~ L T R L T R L T R L T R AM PM AM PM SR-JO Fwy. EB Off-R.wnp INSI at: . HlQhlMd Ava. fEW) TS 0 0 0 2 0 1>> 0 2 0 0 2 0 10.2 15.2 B C Alden AVI. INSI _: . Highl. Ave. fEW! TS 1 1 1 , 2 0 2 2 1 1 3 0 n . .. F F . SR-30 fwy. E8 Qn.fWnp CSS 0 2 0 1 2 0 0 0 0 0 0 0 2.7 8.3 A B IEWl SR-30 Fwv. \NB Off-R.wnp INSI .: . Highl8nd Ava. 1EW! TS 2 , 0 1 0 , 1 2 0 0 2 0 215.1 52.4 D E Victona Ava. INSI at: . Highl-.d A'n. JEW) TS 1 1 1 1 1 1 1 2 0 1 2 1 29.9 30.1 D D . PKific St. lEW) TS , 1 0 1 1 0 0 1 1 0 1 0 13.6 14.8 B B . a..lliin. St. fEW! TS , 2 0 1 2 0 1 2 0 I 2 0 19.9 20.1 C C Patton State Hospitel Entr...~ INSI at: . Highl" Ava. fEW! TS 0 1 1 0 1 I I 2 I , 2 0 39.1 15.0 D C C...tr" AVI. INSI at: . HighlMd Ava. (EWl CSS 0 1 0 0 0 0 0 2 0 0 2 0 n n F F . Project EntrMca fEW! CSS 1 , 0 0 1 0 1 0 1 0 0 0 0.8 1.3 A A . PKific St. 1EW) CSS 0 , 1 0 1 1 1 1 0 1 1 0 3.3 5.0 A A 0,.-.0_ St. INSI at: . Highl.,a Aye. IEWI TS 1 , 0 1 1 0 1 2 0 1 2 1 7.3 5,7 B B Pelm Ava. INSI at: . Higkl8nd Ava. IEWI TS 2 1 , 1 2 0 1 2 0 1 2 1 22.15 27.. C D Boulder A'n. INSI at: . Highl..d AVI. fEW! TS , 2 0 I 2 0 1 2 1 1 2 1> 33.6 47.6 D E Wh., . right turn i. duignattd. the I.,. eM .thtw b. stril*f or unltnped. To function .. . right turn 1M. th.... mult ba .uffici....t width for right 'urNng vahid.. to trftel outllida the through '-'n. L - Uft; T - Through; R . Right; > > . Fr.. Right Turn; > . Right T urn Overl~ 2 AMtysis Softw..: Tr8ffix. V.sion 8.B.OB27 119961. TS ess Tr8ffic Sign. CIon StrMt Stop DeI-v High. mt..ectlon Un.tebl.. l.v.! of Servic. ~F-. 5-14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ;13 .259 EXHIBIT 5-G \ .,', YEAR 2015 WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES J N r------ ------ --, I NOR H SITE : . r-...J r- ---L_ I I -" ~ I /,- ...J ~ VI :/ ~ ,"' i/ a. III o J: w > HIGHLAND AVE, ,... , I I I SOUTH I I SITE I I I ~- ~ PACIFIC ST. 0265-98-02:50A PATTON STATION. Son Bernardino. California w ::( u cr w o ...J :J o <II ~I5J~ 5-15 98 .259 ~':::1)1 JTl ;=J:, "C' II r tj~ ~ I I I I I I I I I I I I I I I I I I I EXHIBIT 5-H YEAR 2015 WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES w > ~ N 0265-98-02:511.. PATTON STATION. San Bernardino. California r------ ------ I NOR H SITE . r-..J ,... ---""1.._ I __.J I // I / I / V ...J "" to "'- tIl o I HIGHLAND AVE. ~ ~ I I I SOUTH I : SITE: L_ ~ PACIFIC ST. '" ~ BASElINE ST, w > <( 0: '" o ...J :0 o CD ~I5J~ 5-16 I I I I I I I I I I I I I I I I I I I 93 5.3 .259 Central Ave. (NS) at: . Highland Ave. (EW) .' Boulder Ave. (NS) at: · Highland Ave. (EW) The intersection operations analysis for Year 2015 baseline plus project traffic conditions with improvements are summarized in Table 5-6. Improvements presented in Table 5-6 include any improvements needed to achieve LOS "D" or better during the peak hours. The operations analysis worksheets for Year 2015 with project conditions (with improvements) are included in Appendix nK." As shown in Table 5-6. the study area intersections are projected to operate at Level of Service "Dn or better during the peak hours, with improvements. CMP Freewav Evaluation As required by the CMP, an analysis of Horizon Year (2015) freeway level of service is required for all freeway segments which carry 100 or more project trips in the peak hour. The freeway peak hour volume forecasts have been developed using the peak period EVTM model data directly, as discussed with SAN BAG staff. Table 5-7 presents this analysis for Year 2015 AM peak hour without project, and with project traffic conditions. As shown in Table 5-7, a total of 3 freeway mainline segments will operate at an unacceptable level of service for both Year 2015 without project and with project traffic conditions 5-17 98 .259 TABLE 5-6 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS INTERSECTION APPROAot LANES' NOATH, SOUTH- fAST- WEST. DELAY UVEL OF BOUND BOUND BOUND BOUND ISECSY SERVICE TRAffiC INTERSECTION CONTROl' L T " L T " L T " L T " AM PM AM PM SR-30 fwy. EB Off.~ INSIIIt: . HighlMCI Av.. fEW! TS 0 0 0 2 0 1 >> 0 2 0 0 2 0 10.2 15.2 B e ArcHn AI,II. INSI at: . Highla'ld AVI. JEW! TS 1 , 0 , 2 0 2 2 1 1 3 0 31.8 35.0 D D . SR-30 fwy. E8 On-fWnp ess 0 2 0 , 2 0 0 0 0 0 0 0 2.7 B.3 A B fEW! SR-30 Fwy. WB Off.Ran1J INSI at: . HiohIMCi AVI. fEWJ TB 2 1 0 1 0 , , 2 0 0 2 0 19.1 31.2 e D Victori. AVI. INSI lit: . H~ AVI. 1EW) TS , , , , , , 1 2 0 1 2 , 29.9 30.8 D D . Pacific St. fEW! TS , , 0 , , 0 0 , 1 0 , 0 13.6 14.8 B B . Buebn. St. IEWI TS , 2 0 , 2 0 1 2 0 , 2 0 19.9 20.1 e e Plltton Stat. HOSPltel Entranc. INS)et: . Highl8nd AVI. IEWI TS 0 , , 0 , 1 1 2 , , 2 0 39.1 15.0 D e C.,trel A'n. JNS) .t: . HigtQnd AVI. fEW! TS 0 , 0 0 0 0 0 2 0 1- 2 0 5.0 B.' A B . PrOject Entr.,cI fEW! CSS 1 , 0 0 1 0 , 0 , 0 0 0 O.B 1.3 A A . Pacific St. 1EW) TS 0 1 1 0 , 1 , , 0 , , 0 57 ... B B Or.-,g. St. INSI lit: . HighlMCI A..... IEWI TS , , 0 , , 0 , 2 0 , 2 1 7.3 5.7 B B Pelm AVI. INS) lit: . HIQt\lend AVI. fEW! TS 2 , , , 2 0 , 2 0 , 2 , 22.e 27.4 e D BouId_ AVI. INS) lit: . Highlend AVI. JEW! TS , 2 0 , 2 0 1 2 , > 1 2 1> 28.8 33.0 D D I I I I I I I I I I I I I I When I right turn i. dMignllted. the I.". CM either be Itriped or unltriped. To functIon .1 . right turn I.... th.... mult b. luffici.,t width tor right tunWIg vehid.. I to trevel out.. the through 1M". L . Left: T . Through; R . Right: > > . Fr.. RiGht Turn; > . Right Turn OVerlap: 1 - Improv~n1 Anllly.. Softw..: Traffix. V..on 6.8.0827 119961. TS ess TrMfic Sign.tll Crot. S1r..t Stop 5-18 I I I I I ~) ) TABLE 5.7 259 I , c' J I CMP FREEWAY MAINLINE AM PEAK HOUR OPERATIONS ANALYStS (YEAR 20151 LANES BASELINE TOTAL l8ASE. + PROJ.I II I GEN. PROJECT 8ASELINE YOU YOU FREEWAY SEGMENT liMITS USE HOV CAPACITY TRIPS VOLUME CAP LOS TRIPS CAP LOS SR-30 Fwy. W8 Highland AVe. to Del Rosa Ave. 3 0 6600 52 7700 1.18 F 7B<I2 , 19 . Del Rosa Ave. to SR.18 3 0 6600 47 s= 1.26 F B30S ~ .27 F I SR.tB to SR.259 3 0 6600 33 8844 '3-1 . san '35 c SR-30 Fwy. E8 SR.259 10 SR.te 3 0 6600 41 4699 0.71 C 4740 072 C SR-18 to Del Rosa Ave. 3 0 6600 58 4299 0.$ C 4357 0.66 C Del Rosa Ave. to Hiohland Ave. 3 0 6600 $ 3819 0.58 C 3884 0.59 C I I I I I I I I I I I I I I I 5-19 98 .259 in the AM peak hour. The westbound SR-30 Freeway is expected to experience AM peak hour deficiencies. The PM peak hour freeway mainline segment operations have also been evaluated. Table 5-8 summarizes the results of this analysis. A total of 3 freeway mainline segments are deficient for Year 2015 PM peak hour without project traffic conditions and with project traffic conditions. PM peak hour deficiencies are anticipated along the eastbound SR-30 Freeway in the study area. The improvements needed to provide LOS "E" or better operations during both peak hours of traffic have been determined. HOV lanes were used, if possible, to provide acceptable levels of service. Otherwise, a general use lane was added. General use lanes have an assumed capacity of 2,200 vehicles per hour, while HOV lanes have an assumed capacity of 1,600 vehicles per hour. The freeway mainline segment volume to capacity ratios have been recalculated, along with the resulting levels of service. Tables 5-9 and 5-10 summarize the required improvements and the resulting levels of service for the AM and PM peak hours, respectively. 5.4 Siaht Distance The sight distance at the project accesses to Highland Avenue and Central Avenue have been reviewed with respect to City of San Bernardino sight distance standards (see Appendix "L "). Based upon the sight distance standards recommended by the City of San Bernardino, preliminary sight distance analyses have been made for the 5-20 I I I I I I I I I I I I I I I I I I I I I I Qj .259 TABLE 5-8 eMP FREEWAY MAINLINE PM PEAK HOUR OPERATIONS ANALYSIS (YEAR 2015) I LANES BASELINE TOTAL (BASE. + PROJ) GEN. PROJECT BASELINE YOU YOU FREEWAY SEGMENT LIMITS USE HOV CAPACITY TRIPS VOLUME CAP ,LOS TRIPS CAP LOS SR-3:l Fwy. WB Highland Ave. to Del Rosa Ave. 3 0 6lIXl 85 4970 0.75 C 5055 0.77 C Del Rosa Ave. to SR-18 3 0 6lIXl 76 54Il6 0.83 D 5562 0.84 D SR- 18 to SR-259 3 0 6lIXl 54 5OC6 0.89 D 5959 0.9) D SR-3:l Fwy. EB SR-259 to SR-18 3 0 6lIXl &l 8al5 .J " 6145 i.23 ~ SR- 18 to Del Rosa Ave. 3 0 6lIXl 85 7574 - 7658 :16 F Del Rosa Ave. 10 Hiohland Ave. 3 0 6lIXl 95 7044 . ....-;- c 7139 '00 " I I I I I I I I I I I I I I 5-21 I ----- 98 .259 TABLE 5-9 I CMP FREEWAY MAINLINE AM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) I IMPROVEMENT I (LANES ADDED) IMPROVED FREEWAY SEGMENT LIMITS GENERAL HOV CAPACITY TRIPS VOUCAF LOS I SR-30 Fwy. WB Highland Ave, to Del Rosa Ave. 8.400 7,842 0.93 D Del Rosa Ave. to SR-18 8,400 8,349 0.99 E SR-18 to SR-259 . 10.600 8.877 0.84 D SR-30 Fwy. EB SR-259 to SR-18 6,600 4.740 0,72 C I SR-18 to Del Rosa Ave. 6.600 4,357 0,66 C Del Rosa Ave. to Hiahland Ave. 6,600 3,884 0.59 C I I I I I I I I I I I I I 5-22 I I I I I I I I I I I I I I I I I I I I Ii . '.:- 9 TABLE 5-10 ..JJ ..~;J CMP FREEWAY MAINLINE PM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) IMPROVEMENT (LANES ADDED) IMPROVED FREEWAY SEGMENT LIMITS GENERAL HOV CAPACITY TRIPS VOUCAF LOS SR-30 Fwy. WB Highland Ave. to Del Rosa Ave, 6,600 5,055 o.n C Del Rosa Ave, to SR-18 6,600 5,562 0.84 D SR-18 to SR-259 6,600 5,959 0.90 D SR-30 Fwy, EB SR-259 to SR-18 , 8,400 8,145 0.97 E SR-18 to Del Rosa Ave. 1 8,400 7,659 0.91 D Del Rosa Ave. to Highland Ave. 1 8.400 7,139 0.85 D 5-23 98 .259 .' I I I I I I I I I I I I I I I I I I I project site access intersections. The limited use areas are determined by the graphical method using the appropriate distances. It shall be used for the purpose of prohibiting or clearing obstructions in order to maintain adequate sight distance at the intersections. Limited use areas shall have public use easements to limit slope and landscaping, and be placed in a lighting and landscape assessment district. It should be noted that obstructions such as bus shelters, walls or landscaping within the limited use area which could restrict the line of sight shall not be permitted. At the time of preparation of final grading, landscaping and street improvement plans, a final determination of sight distance characteristics shall be prepared. The grading plan should keep obstructions and slopes out of the limited use areas as shown on Exhibits 5-1 and 5-J. 5-24 I I I I I I I I I I I I I I ,I I I , , 'I I 93 ,2 51NTERSECTION SIGHT DISTANCE EV :~~~~I~~ FOR PROJECT ENTRANCE/HIGHLAND AVE. 550' 550' c. HIGHLAND A i5Joo " ~ LEGEND. ~ - L1l.4rTEO USE AREA N ~~I5J~ 0265-98-02:65A PATTON STATION. Son Bernardino. Califomia 5-25 ... EXHIBIT 5-J INTERSECTION SIGHT DISTANCE EV ALUA TION I FOR CENTRAL A VE.lPROJECT ENTRANCE I I I I I I I I I I I I I I I I I 98 ,259 PROJECT ENTRANCE ~ LEGEND. ~ = LIMITED USE AREA N 0265-98-02:66A PATTON STATION. San Bernardino. California w ::> z w > <( :i 400' 0: >- Z w U .. ~ 'I 400' ~I5J~ 5-26 I I I I I I I I I I I I I I I I I I I I !Jj .259 6. IMPROVEMENT COSTS AND PROJECT CONTRIBUTION This section of the report summarizes the improvements and associated costs required to meet CMP level of service requirements at CMP analysis locations. The project fair share contribution for the improvements at each location is also identified. 6.1 CMP Reouired Imorovements and Costs Improvements which will eliminate all anticipated roadway operational deficiencies throughout the study area have been identified for both CMP Opening Year (1999) and CMP Horizon Year (2015) traffic conditions. The improvements were determined through the operations analysis of Section 5. The approximate costs for the CMP Year 2015 improvements have generally been estimated using cost guidelines in the 1995 CMP Handbook (see Appendix "M"l. A unit cost of $120.000 for installation of a traffic signal has been substituted for the somewhat lower value cited in the CMP materials. The needed improvements and resulting costs are summarized in Table 6-1 for intersections and roadway links. and in Tables 6-2 and 6-3 for freeway segments. For the arterial roadway system, none of the improvements identified in Sections 3 and 5 are already funded. The total cost of needed intersection and roadway link improvements is $440,000. The total cost of needed freeway mainline improvements along the segments studied is $9,240,000. 6-1 6-2 I I I I I I I I I I I I I I I I I I I 98 .259 TABLE 6-1 '. SUMMARY OF INTERSECTION AND ROADWAY IMPROVEMENTS AND COSTS TOTAL ij INTERSECTION/SEGMENT IMPROVEMENT COST Arden Ave. (NS) at: Highland Ave. (EW) Restripe NB TH for L T Lane $25.000 Construct WB L T Lane $50,000 Modifv Traffic Sianal $25,000 SR-30 Fwy. WB Off-Ramp (NS) at: Hiahland Ave. IEWl Modifv Traffic Sional $25.000 Central Ave. (NS) at: Highland Ave, (EW) Construct WB L T Lane $50,000 Install Traffic Signal' $120,000 Pacific SI. (EWl Install Traffic Sianal $120,000 Boulder Ave. INS) at: Highland Ave. IEWl Install EB RT Overlap Traffic Signal $25.000 !Total I $440.000 I , Proposed Patton Station development has been assumed for 100% of installation of traffic signal. I I I I I I I I I I I I I I I I I I I UJ ,259 TABLE 6-2 SUMMARY OF CMP FREEWAY MAINLINE AM IMPROVEMENTS AND COSTS SEGMENT IMPROVEMENT COST LENGTH (LANES ADDED\ PER TOTAL FREEWAY SEGMENT LIMITS (MILES) GENERAL HOV MILE COST SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 1.0 0 1 $1,100,000 $1,100,000 Del Rosa Ave. to SR-18 1.5 0 1 $1,100,000 $1,650,000 SR-18 to SR-259 1.1 1 1 $2,300.000 $2.530.000 SR-30 Fwy. EB SR-259 to SR-18 1.1 0 0 $0 $0 SR-18 to Del Rosa Ave. 1.5 0 0 $0 $0 Del Rosa Ave. to HiQhland Ave. 1,0 0 0 $0 $0 TOTAL 55.280.000 6-3 6-4 I I I I I I I I I I I I I I I I I I I 98 .259 TABLE 6-3 SUMMARY OF CMP FREEWAY MAINLINE PM IMPROVEMENTS AND COSTS SEGMENT IMPROVEMENT COST Ii LENGTH (LANES ADDED) PER TOTAL FREEWAY SEGMENT LIMITS (MILES) GENERAL HOV MILE COST ,I SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 1,0 0 0 $0 $0 Del Rosa Ave. to SR-18 1.5 0 0 $0 $0 SR-18 to SR-259 1.1 0 0 $0 $0 SR-30 Fwy, EB SR-259 to SR-18 1.1 0 1 $1,100,000 $1,210,000 I SR-18to Del Rosa Ave. 1.5 0 1 $1,100,000 $1,650.000 Del Rosa Ave. to Hichland Ave. 1.0 0 1 $1.100,000 $1.100,000 I TOTAL S3.960.000 I I I I I I I I I I I I I I I I I I I (1__ '159 .j' J ,'- 6.2 Proiect Contribution and Fair Share Costs In conformance with CMP requirements, project fair share contributions have also been calculated for CMP Horizon Year improvement locations. The project share of cost has been based on the proportion of project peak hour traffic contributed to the improvement location relative to the total new peak hour Year 2015 traffic volume. Table 6-4 presents a summary of improvement cost and project cost shares at each CMP Horizon Year (2015) intersection improvement location. The intersection fair share cost calculations are based on the PM peak hour traffic volumes, since this is when most (and the most severe) intersection deficiencies occur. As shown in Table 6-4, the project's fair share of identified intersection and roadway link costs is $177,187. Tables 6-5 and 6-6 summarizes the needed freeway mainline improvement costs and project fair share cost contribution estimates for each freeway mainline segment which will require improvements. Some (one-half) of the freeway mainline segment deficiencies occur only during the AM peak hour, and no deficiencies occur during both peak hours of traffic. The freeway fair share cost contribution calculation is, therefore, based on the peak hour (AM or PM) during which the deficiency occurs. As shown in Tables 6-5 and 6-6, the projects's fair share of freeway costs is $145,640. The overall calculated project fair share contribution is $322,827. 6-5 98 .259 TABLE 64 PROJECT FAIR SHARE INTERSECTION TRAFFIC CONTRIBUTION I I YEAR 2015 PROJECT WITH TOTAL %OF PROJECT TOTAL EXISTING PROJECT PROJECT NEW NEW COST INTERSECTION/SEGMENT COST TRAFFIC TRAFFIC TRAFFIC TRAFFIC TRAFFIC SHARE f'lrden Ave. (NS) at: HiQhland Ave. IEW\ $100.000 3.717 6,132 288 2.415 11.93% $11.925 SR-30 Fwy WB Off-Ramp (NS) at: HiQhland Ave. (EW) $25.000 2.750 4.664 293 1.914 15.31% $3.827 Central Ave. (NS) at: Highland Ave. (EW) $170.000 1.529 3,078 237 1,549 15.30% $127.650 , Pacific St: (EW) $120.000 543 1,078 142 535 26.54% $31.850 Boulder Ave. (NS) at: HiQhland Ave. (EW) $25.000 1,425 3.377 151 1.952 774% $1.934 Total $440.000 $177.187 I I I I I I I I 6-6 I I I I I I I I I 1 Proposed Patton Station development has been assumed for 100% of traffic signal I I I I I I I I I I I I I I I I I I I "1 ~ w .... lD "" .... I~ I I frll-~ :t$~ . -,gs""i5."!.....DDD OUr"'Ol~""" g: CIJ ;;;;.. Z o ;:: :> lD a: .... Z o U U u: ... ill .... :E "" w Z ::; Z ;;: :a > "" ~ W W '" ... W '" "" r '" '" ;;: ... .... U W -, o '" 11. z ~....@@@ ~gsg~~~~~ ...... 0 _ . .... __(\I ll. .....,.... ;;; t>~U WZU:<I-<ft'#**'#. C3u.~~~~lillllfll a::oa::"":"':ori...rlri 11....... .... S2 c:(Su.......~v...........(') ....wu.~ ~......<O oz< NN_ t- a::: .............. .... ....U U- w'" -,U.N...."'_"'1Il Q<C(If)V('I')VU') ",,,, 11..... r....U ~U- ~~~~~q:::~,....V ~O~JeQ:8!;:~~ ~g:1- <:JU z- _...It)...~~D_ I-u..~- _N U)cC""'('f') .....r--. Xa::(")V MN W.... ...."'W@@@ gs~=gg~~~~ U :E__i'l "':.....-N .. .. .. w> @,g@@,@,@ ~~ 888~_~,~ ffi ;:;;;;;;;;;;;;;;; 11. :;;~@@@@@@ 8ffi~~~~~~ (!);;;;;;;;;;;;;;:;;; ....> zo..............-ooo ~r OJ >< 00: o:::UJoa_ooo a.Z ;;~ a.i a.i U) > > ...."" < _m ." ~ IS co w fa ....J I:t: ..... >:2] t--~ <( z~U5 m:c ~oo.m~:go ..::: - - (l.j I a:::- ~ ~ ~ a:: ffi Qj ~ f/)c{c(CI)oC<C "'ClUO-OlV <="'-~-'" mOco (DO :?;D::_ .....0::: 2ldia::.a::Q::4i IO(/)(/)U)C! lD >5: "" . 5:~ Wu. ~I? u.", U) III W ~ u. I? 0: "' Ji "' .... < .... o .... 98 .259 6-7 'I' ... w ... III '" ... ... Mt;~ ~HQ~ 3o"'~~~-'~'o a::u~ Ni~ a.. .-....~ z o ;:: :> III "' ... z o u u ii: ... '" '" ... :; 0. W Z :; Z Ci :; > ~ w w '" ... w '" '" :r '" '" a ... ... u w .., o '" 0. z ~... @@@ >:3~~~gfii8 Ou NItS..... '" ' , 0.. .........- :E .........,. '":~u ~~tE~~*'#-** 3..... ll!lollll ielll I:! a::Oa::pj("]N-NN 0...... ... ~ "i::"'!'l--~Nie g~~~~h~~ ... "'u u- w'" 3::' i!ll!!;J!;!i:lU ",,,, 0.... :r...u ~()- i::~:::~mmlll!lll1l 11)0< _liS..... ....a::0::: co.....,.... ~o.... "u z- _...~-~_...::I: t:;~ ~ t:~iD xD:: t"') "\1""3"(") w'" :;;",w @@@ oil:'~~~~888 (,) ....-.....- :;;:;;:;; w>@@@@@@ =2888888 :; ------ a::: ..:.....- ..:....-- w ....-.......-- 0.... ~~g@@@@@ 8~~~~~~~ C);;~~~;.i:;; ...> ~oooo-_..... :;:r w >.. 0'" g:~oooooo :;w " ci ci ~ ~ ~ ~ ~CIJ ~ ...Ja::: 4)- "'1i~ ~~ ffiC(I) mJ: ::Eoo~lO~o e>-;: I~~: w>>Il::U)aJ:> (1)<(<(1)00< 'Oftlo-oftl I:Ul-m-Ul ~~~N~~ .~4i0::c::a::4i J:OCJ)(/)WO III >i:: '" . i::~ w... ~l? "'", '" III W ~ ... l? '" '" ,.. '"' ... .. ... o ... 98 I .259 I I I I I I I I I I I I I I I I I 6-8 I I I t I I I I I I I I I I I I I I I I ~J8 .259 7. SUMMARY AND RECOMMENDATIONS This chapter summarizes the findings of this traffic impact analysis, and provides a series of recommendations related to project implementation. 7.1 Summarv The project contributes traffic greater than the CMP freeway threshold volume of 100 two-way trips to a State Highway (SR-30 Freeway), and the project contribution test has indicated that the project will contribute more than 80 trips (CMP roadway threshold volume) along roadway segments serving CMP intersections within the County of San Bernardino and City of Highland. This means that the City of San Bernardino must notify the Congestion Management Agency (SANBAG), the California Department of Transportation (Caltrans), the County of San Bernardino and City of Highland in accordance with CMP requirements. Each of these agencies must also be provided with a copy of the CMP traffic impact analysis, once the document is accepted by the City of San Bernardino. The CMP Horizon Year (2015) traffic volumes without the project have been derived from the subregional travel demand model currently being used for long range planning in the City of San Bernardino. This model is commonly referred to as the East Valley Traffic Model (EVTM) model. The EVTM model is the approved travel demand forecasting tool within the study area. Project traffic volumes for the future conditions projections were estimated using the manual approach described in the CMP guidelines. Trip generation has been estimated based on the average trip rates contained in the Institute 7-1 98 .259 7.1.1 -' \' I I I I I I I I I I I I I I I I I I I of Transportation Engineers (lTE) Trio Generation Manual, 6th Edition, 1997. The project trip distribution was developed based on a review of existing traffic volumes and projected future traffic patterns as predicted by the EVTM model. Project traffic volumes were then added to the future year background volumes. The result of this traffic forecasting procedure is a series of traffic volumes suitable for traffic operations analysis. The Project The project site is proposed to be developed with golf course, driving and putting range, hotel, commercial retail and restaurant uses. Exhibits 1-C and 1-0 illustrate the project site plans. The traffic related to the project has been calculated in accordance with the following accepted procedural steps: . Trip Generation . Trip Distribution . Traffic Assignment Tables 2-2 summarizes the projected trip generation for the Patton Station development. The proposed development is projected to generate a total of approximately 11,416 trip-ends per day with 618 vehicles per hour during the AM peak hour and 947 vehicles per hour during the PM peak hour. 7-2 I I I I I I I I I I I I I I I I I I I ~b .259 The trip distribution/traffic assignment process has been accomplished manually. The individual distribution pattern for the project has been developed based on the EVTM select zone trip distribution, as well as the individual access points and local traffic patterns. 7.1.2 Existing Study Area Conditions All CMP Horizon Year (2015) analysis locations which exist today have been analyzed. Regional access to the site is provided directly by the SR-30 Freeway. Local access is provided by various roadways in the vicinity of the site. The east-west roadways which will be most affected by the project include Highland Avenue, Pacific Street and Baseline Street. North-south roadways expected to provide local access include Arden Avenue, Victoria Avenue, Central Avenue, Orange Street, Palm Avenue and Boulder Avenue. The study area intersections currently operate at acceptable levels of service (LOS "0" or better) during the peak hours. 7.1.3 Future Conditions In accordance with explicit CMP requirements, both an Opening Year analysis and a CMP Horizon Year analysis are included in this report. Opening Year traffic operations analysis has been completed for the AM and PM peak hours and are shown in Tables 5-1 through 5-3. AM peak hour and PM peak hour traffic operations analysis are summarized in Tables 5-4 through 5-6 for Year 2015 conditions. Most study area operational deficiencies will occur whether or not the project is constructed. Improvements have been identified for all operational deficiencies with the project. 7-3 98 .259 7.2 Recommendations The recommendations in this section address on-site improvements, off-site improvements and the phasing of all necessary study area transportation improvements. 7.2.1 On-Site Improvements. On-site improvements and improvements adjacent to the site will be required in conjunction with the proposed development to ensure adequate circulation within the project itself. Exhibit 7-A depicts the recommended on-site circulation system and the recommended location of a bus stop adjacent to the project. 7.2.2 Off-Site Improvements The necessary off-site improvement recommendations were described in previous sections of this report. The project should contribute towards the cost of necessary study area improvements on a fair share or "pro-rata" basis. In addition, provide a 100 foot northbound left turn lane for vehicles desiring to turn left into the project site at the Central Avenue/project entrance intersection (see Exhibit 7-B). 7-4 I I I I I I I I I I I I I I I I I I I I I I I 0. vJ .") - 9 .:..J EXHIBIT 7- A PROJECT CIRCULATION RECOMMENDATIONS MODIFY EXISTING TRAFFIC SIGNAL FOR MAIN PROJECT ENTRANCE. ARTICIPATE IN UTURE SR-30 . WB OFF- AMP /HIGHLAND VE. INTERSECTION MPROVEMENTS. I I I I w > <( z w o '" <( I I I I I I I I I PARTICIPATE IN FUTURE ARDEN AVE./HIGHLAND AVE. INTERSECTION IMPROVEMENTS. INSTALL NEW TRAFFIC SIGNAL AT CENTRAL AVE./HIGHLAND AVE. INTERSECTION. I u.i r-.J ~I I <( I / - I / 15 V' .... (j :> NORTH SIT '-w--"1. -" .... ~-' Ul~ zO: OUl ~O <(I Q. PROVIDE A 100 FOOT NORTHBOUND LEFT TURN LANE FOR VEHICLES DESIRING TO TURN LEFT INTO THE PROJECT SITE AT THE CENTRAL AVE./ PROJECT ENTRANCE INTERSECTION. i CONSTRUCT HIGHLAND AVE. FROM THE WEST PROJECT BOUNDARY TO CENTRAL AVE. AT ITS ULTIMATE HALF -SECTION WIDTH AS A MAJOR HIGHWAY (1 OD FOOT ROW) IN CONJUNCTION WITH DEVELOPMENT. LEGEND, ~ = TRAFFIC SIGNAL . - BUS STOP I I N 026S-98-02:57A PATTON STATION, San Bernardino. California 7-5 PARTICIPATE IN 150 FOOT WESTBOUND LEFT TURN LANE FOR VEHICLES DESIRING TO TURN LEFT AT THE CENTRAL AVE./HIGHLAND AVE. INTERSECTION. PARTICIPATE IN FUTURE BOULDER AVE./HIGHLAND AVE. INTERSECTION IMPROVEMENTS. s CONS RUCT CENTRAL AVE. FROM HIGHLAND AVE. TO THE SOUTH PROJECT BOUNDARY AT ITS ULTIMATE HALF -SECTION WIDTH AS A SECONDARY HIGHWAY (BB FOOT ROW) IN CONJUNCTION WITH DEVELOPMENT. w > <( '" w o -' :::> o ID PARTICIPATE IN FUTURE TRAFFIC SIGNAL AT CENTRAL AVE./ PACIFIC ST. INTERSECTION. .~I5J~ 7-6 I I I I I I I I I I I I I I I I I I I THIS PAGE INTENTIONALLY LEFT BLANK I 98 .259 I EXHIBIT 7-B CENTRAL AVE. I :PTUAL STRIPING PLAN I I D I I w ::J Z W > I <( 0 z I <( -' I () I I . ;: ~ I ~ ;: I 480' I TRAFFIC SIGNA 1 1 WARRANTED 1 >-1 I IN 1999. a:1 <(I 0' OFF-SITE WIDENING Zl ::JI FOR SOUTHBOUND I 0' LANE TRANSITION. en: Wi f-I _I I VlI I I I 1 I I 1 NOT FOf CONCEP I I _z ~~J~ I -9B-02;6~B 'N STATION, San Bernardino. COlifornia - 7 7-8 I I I I I I I I I I I I I I I I I I I THIS PAGE INTENTIONALLY LEFT BLANK I I I I I I I I I I I I I I I I I I I 7.2.3 7.2.4 98 .259 Phasing Actual improvement phasing should be monitored, as actual growth patterns may not match the growth projections exactly. New traffic count data should be obtained and evaluated as individual project phases are constructed. Transportation System Management Actions a. Off-Site As development in the area occurs, transit agencies should consider expanding service within the area. b. On-Site Operational The developer will comply with the trip reduction ordinance of the City of San Bernardino. c. On-Site To accommodate future bus service on key roadways, transit stops should be anticipated at the far side of major intersections (see Exhibit 7-B). Pedestrian access to the bus stops should be provided. It should be noted that transit service does not currently exist adjacent to the project site. 7-9 I ,.~., . I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I 98 .259 APPENDIX A DRIVING RANGE TRIP GENERATION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 September 28, 1990 Mr. Jon petke THE PLANNING ASSOCIATES 3151 Airway Avenue, Suite R-l Costa Mesa, CA 92626 Subject: Rancho Golf Center Traffic Evaluation Dear Mr. Petke: ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. is pleased to provide this traffic evaluation of the Rancho Golf Center located adjacent to the California Oaks Community at the Northwest quadrant of 1-215 and Clinton Keith Road. The Rancho Golf Center is being processed as an interim land use as Plot Plan 11074 through the County of Riverside. The project site consists of approximately 15 acres and will be an interim use Golf driving range with 45 tees. The area is currently included in the SWAP (South West Area Plan) area with a general plan designation of industrial. The proposed use is an interim use for a period of 5-10 years, and will generate less traffic than the underlying General Plan designation for the property. The project is consistent with SWAP and will generate fewer trips than a comparable industrial development for this area. As a result of this, we do not feel that a traffic study is necessary at this time, since significantly fewer trips would be generated by this use in comparison to the General Plan designation for the property. Appropriate trip generation rates for a golf driving range are shown in Table 1. The project estimated to generate up to 668 vehicles per day, with 47 trips occurring during the PM peak hour (see Table 2). Riverside County Transportation Department guidelines note that the following projects generally be exempt from traffic study requirements: "Any use which can demonstrate, based upon Institute of Transportation Engineers (ITE) or other approved trip generation data, a peak hour (a.m. or p.m., as appropriate) trip generation of less than 50 vehicle trips." 98 .259 Mr. Jon Petke THE PLANNING ASSOCIATES September 28, 1990 Page 2 In conclusion, the proposed interim golf driving range use will generate a low amount of peak hour traffic. As a result of this, a full traffic study is not required for this interim use at this time. If you have any questions regarding this project or need further information, please do not hesitate to give us a call at (714) 474-0809. Sincerely, ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. John Kain, AICP Principal Robert Kahn, P.E. Principal RK:kgd/.332 IN:02-90-004 Attachments I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 Mr. Jon Petke THE PLANNING ASSOCIATES September 28, 1990 Page 3 TABLE 1 DRIVING RANGE TRAFFIC GENERATION CHARACTERISTICS' ALL DAy2 5 PM TO 6 PM2 DAY OF THE WEEK TRIP-ENDS TRIP-RATE TRIP-ENDS TRIP-RATE Rancho San Joaauin (Irvine - 3B Tees) Monday 395 10.39 32 0.84 Laauna Hills (Laauna Hills - 49 Tees) Tuesday 770 15.71 64 1. 31 Wednesday 809 16.51 54 1.10 Thursday Closed Closed Closed Closed Friday 823 16.80 47 0.96 Averaae of Rancho San Joaauin and Laauna Hills Weekdav Counts Average 699 14.85 49 1.05 Per Orange County EMA Traffic Counts November, 1986. 2 Two-way daily trip-ends. I 98 ,259 TABLE 2 I PROJECT TRIP GENERATION1 I PM PEAK I LAND USE QUANTITY DAILY TRIPS HOUR TRIPS Golf Driving Range 45 Tees 668 47 I I I I I I I I I I I I Based upon data compiled by ROBERT KAHN, JOHN KAIN & I ASSOCIATES, INC. (see Table 1) . I I I I I I I I I I I ! I I I I I I I I I I !J8 .259 APPENDIX B TRAFFIC COUNT DATA I I I I I I I I I I I I I I I I I I I riece j lieo Jurl-j'-~b ~~:~dpm trom CCI TT G3 ~ RKJK page JIJN-18-'SI8 02:37 PM p.c~ I 98 -25!:J , . Location:CcnlraJ &10 Hi land land VOllillles fot T ucs 6/16/98 , 03340001 I I i AM Ptriocl NB 58 PM f'criocl N8 S8 . 12:00.12.15 3 3 12:00-12:15 I 23 12 I 12:U'12:30 . 3 12'1.~-12:3(l 29 1I I 12:30-1N5 I 2 12:30-12:45 18 22 12:45-l:11() 9 17 1 9 26 INS.1:00 12 82 20 65 141 1:00-1.15 1 I 1:00.1:15 16 9 . I:1S-I:30 2 2 1:15-1.30 11 8 I 1:30-1:45 1 3 1.30-1:45 12 16 1:.5-2:00 0 4 2 8 12 1:45-2:00 17 56 15 48 104 2:00-2: 15 2 1 2:00-2: IS 17 18 I 2:15-2:30 1 I 2: 15-2:30 10 16 2:30-2:45 2 2 2:30-2:45 12 15 2:.5.3:00 () 5 0 4 9 2:45.3:00 D 52 8 " 109 I 3:00-.1:15 () 1 3:00-3:1S 7 10 3:l5-3;.10 1 1 3:15.3:30 D 16 3:30-3:45 2 2 3:30.3:45 16 18 I 3:45-1:00 3 6 3 7 13 3:45-1:00 13 49 15 59 108 .:00-4:15 2 5 4:00-4:15 6 18 4:15-.1;30 2 4 4: 15-4:30 18 12 4:30-1:45 I .1 4:30-4:45 15 15 I .:.5.5:00 2 7 2 14 21 4:45-5:00 15 54 16 61 m 5:00-5: IS 7 10 5:00.5:15 16 17 5:15-5:30 8 9 5: 15-5:30 16 16 I 5:30-SA5 6 9 5:30-5:45 B 15 5:45~:00 7 28 8 36 (,4 5:45~:00 5 SO 14 62 112 6:00.0: 15 7 10 6:o0~:15 8 10 I 6:15.0:30 16 8 6:15-6:30 IJ II 6:.1~:45 17 \I 6:30~:45 16 12 6:45-7:00 8 48 8 35 83 6:45-7:00 16 53 10 43 911 7:00-7:15 10 10 7:00-7: 15 18 16 I 7;J$.7:.111 17 IS 7:15.7:JO 14 12 7:30.7:45 25 8 7:30-7:45 10 1$ 7:45-8:00 20 72 \I 42 114 7:45-8:00 14 56 12 " 111 I 8;00-8: 15 16 7 8:00-8:15 12 18 8:15-8:30 21 8 8: 15~:30 14 15 8:30-8:45 22 9 8:3008:45 5 22 I 8:45-9:00 21 80 9 33 113 8:45-9:00 4 35 10 65 100 9:00_9: 15 11 10 9:00.9:15 11 8 9:15-9:J() 16 12 9:J5.9:JO 7 12 I 9:30-945 9 11 9:30.9:45 8 15 9:45.10:00 19 " II 44 99 9:45-10:00 5 31 12 47 7lI 10:00-10:15 12 B 10:OO.JO:l~ 3 B 10'15- J():JO 8 9 10:15-10:.10 5 10 I 10:30-10:45 11 10 1O:3O'1O:4~ 8 7 10:45-11:00 10 41 12 39 80 1O:45.11:(X) 4 20 8 33 53 11:00-11:15 JO 8 I UX).I l: IS 5 9 I 1l:J~.1l:30 4 7 1l:15-11:3() 7 8 1I:3()-11 :45 15 9 JJ:30.JJA~ 3 7 11:4'.12:00 6 35 10 34 69 1I:4~-1200 3 18 7 31 49 I TOll! Volumes 398 305 M 556 626 IIB2 Doll)' Tot.ls 954 931 1885 I I I ",-"',, . . '-~ -, ....~ -....1"," ,j 01i, Vv' , , "v ..., nl\,J1\ page - JUN-1S-9S 02:3b "M ~.o.:: I 98 .259 t Localion:Hi hlill1d e/o Ccmrll! HI land VollllllQS for ruel. 6/16/~8 t 03340003 AMI'l:riod EB we PM Period EB we I ! 12:00-12:15 25 20 12:()O.12:15 181 160 . 12:15-12:.10 20 12 12:IS-12:30 199 177 I 12:3()"IN5 10 16 12:30.12:45 170 178 I f 12:4S.1:00 18 73 8 3G 12~ 12:4S.J:OO 138 688 166 681 1369 f 1:00.1:" 16 J.1 1:00-1: I' ISO 193 t i 1:15.1:30 15 11 1: 15., :,10 J71 168 I 1:30.1;015 9 8 UO.I:~S 167 1~5 1:4S.2:0() 8 48 11 43 91 1:45.2:1)() 160 678 1401 660 I3JR 2:00.2: 15 10 3 2:00.2: 15 129 159 I 2:15.2:30 9 7 2:15-2:30 138 ]68 2:30.2:4~ 6 5 2:30.2:45 140 174 2:45.3 :Of) 7 32 4 19 5\ 2:45-3:00 155 5(02 139 640 1202 3:00-3: I 5 5 5 3:00-3:1$ 150 168 I 3:1S-3:30 5 7 3:15..1:.10 171 132 3:30-3:4$ 7 I 3:30.N5 168 160 3:4$4:00 6 2J 5 ]8 41 3:45-4:181 170 659 156 616 1215 I 4:00-4:15 9 9 4:llO-4:15 2011 152 4:I5..UO 5 10 4: 154:30 201 141 ':304:45 7 11 4:30-4:45 197 177 I 4:45.5 :00 6 27 12 42 69 4:45.5:(8) 205 803 147 617 1420 5:00-5: 15 8 17 5:00-5:15 IlllI 152 S:15.DO 8 28 5:15.5:30 197 150 I 5:30.$:45 18 27 5:30-5:45 ISO 148 5:45~:00 10 44 42 114 158 5:'S-6:(~) 177 742 136 S86 1321 6:00.0: " 25 42 6:00~: 15 160 14' 6:1S~:30 31 76 6: 15-6:30 140 130 I 6:30-6:4S 30 60 6:30-6:45 125 122 6:45.7:00 28 114 83 261 375 6:45-7:00 130 m 130 527 1012 7:00.7: IS 45 83 7:00-7:15 118 134 I 7:15-7:30 70 106 7:15-7:.10 125 119 7:30.7:45 88 122 7:30.7:45 130 120 7:45-8:00 105 308 130 441 749 7:45-l1:IXI 105 478 133 S06 984 I 8:00.8: IS 120 98 8:00.8: J 5 100 ]04 .: 15-8:30 IIR 101 8: 1S-8:JO 99 99 ':30.&:45 10S 67 R:30-8:4~ 105 96 ':4~-9:00 112 455 67 333 788 8:45-9:00 110 414 96 395 809 I 9:00.9: I S 89 103 9:00.9: IS 88 7S 9:15.9:30 Ill) 101 9:IS.9:,111 90 82 9:30.9:4~ 105 96 9:30-9:45 77 73 I 9:'S.JO:1I0 III 395 118 418 813 9:45.J();(81 80 33S 4S 275 610 10:00-10:]5 108 104 lO:oo.IO:I~ 66 49 10:IS.IIUO m 119 10:1~-10:311 71 53 I 10:30.10:45 130 112 1O:30.10:4~ SO 53 10:45.11:0l! 135 494 127 462 9S6 10:4S.1l :()() 66 283 32 187 470 11:00-1 J:1~ 128 148 II :00.11:l~ ~S 29 11:15.1 DO 140 137 1I:1~-11jO 65 24 I 1I:30.1l:4~ 141 131 11:30-11:45 70 18 11:4~-12:oo 1401 553 160 576 1129 [1:4~.12:00 71 261 22 93 354 Toeal Volwlle. 2~66 278.1 S349 MS. 5783 12241 I Oail) T olals 9024 8560 I l7$90 J I I . _.~ ~ ' ....~ ,.n,,,,. _ 0 .....~, _....l-."', ,j,n;, .........., , , UJ iH\..,H\ ~ ,; ~t:' ~TUN-18-98 e2::::~ p", 0 . .:>: I 98 .259 '. Lotalion:Hi IlUld wlo Cemral HJ and VollllllC5 (or Tues. 6/16/98 033~()()()2 I AM Period Ell \VB PM I'triod fa W8 12:00-12:15 41 II 12:00..12:J~ m 17~ 12:15-12:30 23 12 12:15.12:.10 181 I\l() 12:30-12:~' 29 10 12:30-12:45 1'6 181 I 12:4'-1 :00 13 106 8 ~I 147 12:4'-1:00 164 (,$.1 178 724 1378 1:00.U5 20 6 1:00-1.15 186 180 I: 1~-1:30 18 , U'.UO 160 17~ I 1:30.1:~' 12 4 l:.lI).q~ 14.1 170 1:4'-2:00 10 60 2 17 77 1:4~-2:W 149 ('l9 166 694 1)33 2:00-2: 15 1! 6 2:()()-2:1~ 14.1 15~ I 2: 15-2:30 9 6 2:15-2:30 m 160 2:30-2:45 IJ 4 2:30.2:45 14ll 1S6 2:45-):00 8 41 5 21 62 2:.15.3:00 160 580 130 624 12fJ.l I 3:00-3: 15 7 H 3:()()'):15 163 1010 3:15-3:30 7 8 3:1'.3:.10 156 1J5 3:30.3:45 9 7 3:30-3:45 177 125 3:45-1:00 5 28 6 29 " 3:45-4:()(J 164 66U 120 520 1180 I 4;00-1:15 8 .12 4:00-1: 15 158 75 4: 15-1:30 IJ 9 4:IS-I:JO 184 100 4:30-1:45 12 8 4:30-1:45 179 156 I 4:4'-Hl() 7 010 10 39 79 4:45.5:00 228 749 160 491 1240 5:00-': 15 6 20 ':00-':15 183 177 5:1'-5:30 9 22 S; 1S-':.10 184 160 I 5:30.5:4' 16 40 5:30-5:45 182 178 H'06:oo 10 41 50 132 17J 5:4''(,:00 170 719 158 61.1 1392 6:00..'>;1' 19 79 6:00';;:15 ISO 140 6:1'-6:30 28 88 6:1506:30 134 13' I 6:30-6:4.~ 31 IlO 6:30-6:45 157 120 6:45.7:00 36 114 78 315 439 6:45- 7:IX) 129 570 118 '13 108.3 7:00-7: j 5 52 80 7:00-7: I 5 129 121 I 1;1S-7:30 45 95 7: 15.1:30 151 108 7:30.7:45 58 112 7:30-7:45 142 III N5.8:00 69 224 145 4J2 656 1:45-8:00 121 ~3 102 oW2 915 I 8:0008 IS 81 160 8:00.8: l~ 129 89 8: 15-8;30 101 120 8:15-H:.l0 93 90 8:30-8:45 98 m 8:30-8:45 10' 66 8:45-9:00 85 365 130 535 900 8:45-9:00 110 437 71 316 753 I 9:00-9: 15 91 100 9:00-9.15 98 60 9:15-9.30 87 10S 9:1~-9.30 104 65 9;30-9:45 U}2 Rll 9:.1().9:45 82 71 I 9;45.10 :00 124 404 90 383 7111 9:45.10:00 65 349 80 276 625 10;()()-10:I' 90 99 10:00-10:15 58 35 10:15-10:30 121 110 10:15-10:30 63 40 I 10:30-10:45 126 120 1O:1()-1O:45 67 45 10:45.11:(X) 132 469 US 444 913 10:4S.U:00 53 241 " 175 416 U:00.ll:l5 137 120 U:OO.lI:l~ 48 26 U:15-!l:30 131 130 1 l:l5.1 1.30 63 30 I 11:30-11 :45 122 140 U:30-Jl:45 42 20 Il :45.12:00 148 ~ m 541 lOBS U:45-12:00 30 183 JO 86 269 TIlIal Volum~~ 2436 2939 53" 6324 "34 11858 I Dail~ TOlal, 8760 8473 I 17233 I I I - ';v ....._ ~Ut-'''. ; i UJli VV' , , uO --, I\t\Jt\ page ,.....'-'...... . Cc ;'>.D2 -I J'UN-18-98 02:316 PM , 98 .259 . I Localion:Hi hlillld c/o CcnU'1II Iil land VllIll/IlllS for Tues. 6116198 ! 03340003 I AM I"criocl EB we PM Period EB WB ! 12:00-12;J~ 25 20 12:UO.12:15 181 160 12:15.12:30 20 12 12:15.12:30 199 177 , I i 12:30-12:45 10 16 12:30.12:45 170 178 I 12:45.1:00 18 73 8 ~ 129 12:45.1:00 138 688 166 681 1369 f ! 1:00-1:1 , 16 1.1 1:00-I:l~ 180 193 I: 15.1:30 15 II 1:15.1:30 171 16~ I 1:1o..1:~~ 9 H Uo..U5 167 l~~ 1:45.2:llO 8 4H 11 43 9\ 1:45.2:00 160 67H 144 660 IJ18 2:00.2: 15 10 3 2:00.2: IS 129 159 I 2:15-2:30 9 7 2:15-2JO 138 168 2:30.2:45 6 5 2:30.2:~5 140 174 2:45.3 :00 7 32 4 19 51 2:45-3 :00 155 51;2 139 640 1202 I 3:00-1:15 5 ~ 3:00.3: 15 130 168 3:15-3:30 S 7 3:15..1;.10 17/ 132 3:30.3:45 7 ) 3:3()"3:45 168 160 3:4,..:00 6 21 5 1. 41 3:45-4:IXl 170 6SY 156 616 1275 I 4:00-4:15 9 9 4:00-4: IS 200 1~2 4:15..00 ~ 10 4: 15-4:30 201 141 4:30-4:~5 7 11 4:30-4:45 197 177 I 4:45.5:00 6 27 12 42 69 U5.5:IX) 205 803 147 617 1420 5:00-5: 15 8 17 5:00.5:J~ IlllI 1.52 5:15-5:30 8 28 5:IS.5;)O 197 ISO I 5:30.5:45 18 27 5:30.N5 ISO 148 N5~:00 10 44 42 114 158 5:45-6:(XI 177 742 136 586 13211 6:0(1-6,15 25 42 6:00...:15 160 14' 6:15~:30 31 76 6:B-6:10 140 130 I 6:311-6:4~ 30 60 6:30-6:45 125 122 6:45-7:00 211 114 83 261 375 6:45.7:00 130 555 130 '27 1082 1:00.7: 15 45 83 7:00.7:15 118 134 I 7: 15-7:.10 70 106 7:15.7:.10 m 119 7:30-7:4S 88 122 7:30.7:45 130 120 7:45-3:00 105 3US 130 441 749 7:4S.8:(XI 105 478 133 S06 984 I 8:00.8:15 120 98 8:00.8: J ~ 100 104 8: 1$-3:30 118 101 8: 15.8:10 99 99 8:304:45 105 67 S:30-3:4~ 105 116 8:45-9:00 112 455 61 333 788 8:45-9:00 110 414 96 39' 809 I 9;00.9; IS 89 103 9:00.9; 15 sa 75 9:15.9:.10 YO 10( 9: I 5.9:30 110 82 9:30.9:45 105 96 9:3()"9:45 77 73 I 9:45. JO :Il() III 395 118 418 81J !l:45.1ll:(XI 80 335 45 215 610 10:00-10:15 108 104 10:00-10: IS 66 49 10:15.10:30 m 119 10:15-10:30 71 '3 I 10:30.10:4' 130 112 10:30-10:45 80 53 10:45.11:00 13~ 494 127 462 956 10:45.11:00 66 283 32 117 470 11:00.11:l5 128 148 II :00.11:15 55 29 I 11:15.11:30 140 137 11:1~-11:30 65 24 11:30-11:45 141 131 11:30-11 :45 70 18 11:45-12:00 144 553 160 576 1129 1I:4~.12:00 11 261 22 93 354 Toeal Volume. 2566 27S1 5349 6458 5783 12241 I Dei!, Tow. 11024 8566 I I7SIIO I I I I I I I I I I ! I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY EXIT HIGHLAND DATE: 6/2/98 E-W STREET: DAY: TUESDAY CITY: SAN BERNARDINO ============================================================================= PROJECT# 0316001A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL 2 ST SR 1 EL ET 2 ER WL WT 2 WR TOTAL LANES: ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 79 11 49 68 207 15 AM 127 22 48 69 266 30 AM 183 29 72 -128 412 45 AM 209 26 77 94 406 8:00 AM 128 18 70 101 317 15 AM 96 17 75 81 269 30 AM 107 18 76 110 311 45 AM 116 23 87 120 346 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 1045 0 164 0 554 0 0 771 0 2534 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 0 0 0 616 0 90 0 294 0 0 404 0 1404 ADDITIONS: SIGNALIZED 98 259 P;ilename: Location: 3O!!!I!!SHIGH.x.LS SR-30 Fwy. !!!S Oft' Ramp/Highland Ave I Tuming Movement Counts Per CUP Requirements I _bound S....bound eu1bound Westbound LT I Th I RT LT I Th I RT LT I Th I RT LT I Th i RT AM Peak Hour -1-1- 5201 oT 120 01 348 I 0 0' 5121 0 Peak Hour Factor 'ONIO! 0.79 0.89 0.80 PM Peak Hour -1-1- 81171 01 153 01 8114 i 0 01 575 I 0 PeIlk Hour Factor 'OIVIO~ 0.97 0.93 095 I I I """"NO - """"""'" "'- w_ ... .. " Th RT T.. " Th RT T.. " Th RT TO.' " Th RT ,." ';00 7:15 0 0 0 0 " 0 " 00 0 .. 0 .. 0 .. 0 .. 7:15 7;30 0 0 0 0 127 0 " ,.. 0 .. 0 .. 0 .. 0 .. 730 745 0 0 0 0 '" 0 " '" 0 n 0 " 0 '" 0 ". 7:45 8:00 0 0 0 0 "" 0 '" '" 0 n 0 n 0 .. 0 .. 1:00 I"S 0 0 0 0 ''" 0 " ". 0 10 0 " 0 ,0< 0 '0< 8:15 8:30 0 0 0 0 .. 0 " '" 0 75 0 75 0 " , " 8:30 8:45 0 0 0 0 '" 0 " ''" 0 " 0 " 0 '" 0 '" 8:45 9:00 0 0 0 0 '" 0 23 '" 0 " 0 " 0 "0 0 ,,. >E......... 1:30 8:30 0 0 0 "" 0 " '" ,.. 0 " 0 ... 0 '" ......dl: 0-> 10t1-> ,..-> ...-. - 0_> 0-> el0 -> 484_> CJ,IIPc.lc:I.M_ N' S. " WIT PMlIHolrey~dl 7:(1(1.1;00 0 ... ,.. "" 7;15-11:15 0 1<, ,., 302 7:3Q..lI:30 0 "" ,.. ... 7:<l5-I:~ 0 '" 2M '" 8:00-liI:00 0 523 JOe '" MuImlm PnIIl-bw tIy ..w-ctI 0 1<, JOe '" Peakl5-Mn.tIy~ 0 '" " ". 4.P.-1'""*'.b1~ 0 .., ... '" PHFfur..c:fI~ ""'~, 0.79 ,... '.00 .....- - """"""'" "'- -... " Th RT " '" RT " Th or " Th or 7:DO-a:OD 0 0 0 0 0 0 0 0 0 0 0 0 7:154:15 0 0 0 ." 0 " 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 8:00-11:00 0 0 0 0 0 0 0 301 0 0 '" 0 ;:s- o 0 0 :: 0 ,':; 0 301 "0 0 ..~12 0 """~, "'~'" """'" 0 0 '" 0 0 """'"" - """"""'" E._ -... ... .. " '" RT T_ " '" or TO.' " Th or T_ " '" or T.... UlO 4:15 0 0 0 0 '" 0 " '" 0 'OY 0 'OY 0 ,.. . ,.. 4:15 4:30 0 0 0 0 2m 0 .. 20' 0 ,,, 0 '" 0 ,.. , ". 4:30 4:45 0 0 0 0 '" 0 20 '" 0 '" 0 ,n 0 '" 0 '" .:45 5:00 0 0 , 0 ... , " 20' 0 ,.. , ,.. , '" , ,., 5:00 5:15 0 , , 0 ,., , " = , '" , '" , '" , '" 5:15 5:30 , , , 0 202 , 32 '" , '" 0 '" , ,,. , ,,. 5:30 5:45 , , , 0 "" , 35 20' , ,.. 0 ,.. , '" , '" S:45 .:00 , , , , ,oo 0 " '" 0 ,.. 0 ,.. , '" , '" "-"'HOUR 4:00 5:00 , , , 'OT 0 ,.. '"' , m 22T , ... , TOO -. ,- 10llll-> ~ m_ ...- _. ~ ,- 0-> ~ ,...- rn_ CMPCIIIcUIIIi_ NO so " WIT PMII:1-Illl#8yAJ:llnllIlh 4:110-5:00 , ,... m ... 4:15-5:15 , ." 7TI3 .. 4:30-5:30 , ... .,. 003 4:45-5:45 , .., '" '" 5:tllJoe:OO , ." toO .., Mulnun P.uHoY'by~ 0 ,... ... ... P..k1!W.tn.tJo1AJ:11n11Cl'1 0 '"' ", ,oo 4.PMk15-nin.tJo1~ 0 "" ... m PHF far PIIIil 1S-m1n inl.... l'OlVlO! O.liI7 ,.., ,... Puk1s.MnJ:. - """"""'" "'- w_ LT Th OT LT '" RT LT '" OT LT ", or 4:01).5:00 , , , 'OT , ,.. , , , 0 ... , 4:15-5:15 , 0 , , , 0 0 , , 0 , , 4:30-5:30 0 0 , 0 0 , , '" , , , , 4:4W:45 , , , 0 , , , 0 , , , , 5:tllJoe:00 , 0 , , , 0 , , , , , , T_ , , , .., "' 1~~ ~ ~liI "' , ::: "' ..-..villI .nlllllll ...1II1l'I1 7 , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Filename" AROEHIGH.,Xl..S Arden AvelHighland Ave. LociItion Q uJ Turning Mc..ment Counts Per CMP Requirements ~2 5 9 Nofttlbound Sout!lbound Eastbound 1 Westbound LT I Th I RT LT I Th I RT LT I Th 1 RT LT I Th I RT AM Peak Hour 379 1 183 I '02 341 32' I 3&9 951 7701 ~ '04 I 1052 I 156 Peak Hour Factor 0.65 0.85 O.SO 0.79 PM Peak Hour 'SO 1 10S I .. M I '921 '" 328 1"95 I 378 171 1'203 ~ '94 Peak Hour Factor 0.75 0.90 O.M 0.87 NL NT NR SL 2 ST SR 1 EL ET 2 ER WL WT 2 WR TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY EXIT HIGHLAND DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: DAY: TUESDAY PROJECT# 0316001P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 221 39 197 158 615 15 PM 203 46 195 169 613 30 PM 233 24 193 153 603 45 PM 204 39 188 163 594 5:00 PM 193 29 217 151 590 15 PM 202 32 221 136 591 30 PM 206 35 186 151 578 45 PM 198 36 184 143 561 6:00 PM 15 PM 30 PM 45 PM ===================================================================---======= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 1660 0 280 o 1581 0 o 1224 0 4745 PM Peak Hr Begins at 400 PM PEAK VOLUMES = 0 0 0 861 0 148 0 773 0 0 643 0 2425 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I Q',' .259 vJ SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 E-W STREET: HIGHLAND DAY: TUESDAY CITY; SAN BERNARDINO PROJECT# 0316002P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1.5 0.5 2 2 1 1 2.5 0.5 ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 29 8 10 16 27 17 51 231 70 26 247 46 778 15 PM 43 10 8 9 34 21 67 276 83 34 291 57 933 30 PM 26 16 5 18 49 16 50 190 65 26 208 38 707 45 PM 35 34 14 18 48 40 79 305 91 51 315 41 1071 5:00 PM 31 21 6 27 50 28 90 280 93 38 285 33 982 15 PM 23 14 7 16 39 29 69 196 63 28 222 30 736 30 PM 32 16 12 18 36 33 64 224 69 27 242 37 810 45 PM 25 30 10 8 25 30 45 156 50 40 222 20 661 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 244 149 72 130 308 214 515 1858 584 270 2032 302 6678 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 135 81 33 72 181 105 286 1051 332 149 1099 169 3693 ADDITIONS: SIGNALIZED LANES: NL 1 NT 1 NR 1 SL ST SR 1 1.5 0.5 EL 2 ET 2 ER 1 WL WT WR 1 2.5 0.5 TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316002A ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 48 8 5 12 45 64 15 91 35 29 157 21 530 15 AM 60 33 14 6 71 70 12 88 66 30 131 19 600 30 AM 90 46 30 4 91 86 21 198 87 44 264 35 996 45 AM 52 21 8 7 65 80 12 169 62 29 194 32 731 8:00 AM 44 19 14 12 46 78 31 158 70 27 246 38 783 15 AM 42 8 10 12 30 53 21 87 23 18 129 17 450 30 AM 37 19 7 11 49 67 20 125 37 17 180 30 599 45 AM 33 18 9 10 24 74 30 128 40 24 171 21 582 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 406 172 97 74 421 572 162 1044 420 218 1472 213 5271 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 246 119 66 29 273 314 76 613 285 130 835 124 3110 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I 98 .259 ., SOUTHLAND CAR COUNTERS " VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: EB 30 FWY DAY: TUESDAY ENTRANCE PROJECT# 0316003A ============================================================================= LANES: NORTHBOUND NL NT NR 2 0 SOUTHBOUND SL ST SR 1 2 EASTBOUND EL ET ER WESTBOUND WL WT WR TOTAL ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 53 14 54 60 181 15 AM III 25 55 114 305 30 AM 138 27 49 152 366 45 AM 89 30 61 94 274 8:00 AM 64 17 42 82 205 15 AM 65 12 42 53 172 30 AM 51 10 45 57 163 45 AM 68 3 40 49 160 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 639 138 388 661 0 0 0 0 0 0 0 1826 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 0 402 99 207 442 0 0 0 0 0 0 0 1150 ADDITIONS: SIGNALIZED 98 .25 Filename: AROE3O!B.xLS Arden AveJSR.3Q Fwy. 1!:8 On Ramp I Location: Turning Movement Countl Per CMP Requirements I _bound Southbound eastbound Westbound LT 1 Th 1 RT LT 1 Th I RT LT 1 Th I RT LT I Th i RT /1M Pak Hour 015301130 256 1 S4a 1 0 -1-1- -1-1- Puk Hour Factar 0.76 0.51 'DIVID! 'DIV/O! PM Peak Hour 01 275 I 52 356 1 452 I 0 -1-1- -1-1- Peak Hour Factor 0.86 0.93 'OIVIO! 'DIVIO! I I I ..,....., . -- .......... ..- w_ - " " ", " T_ " ", " T_ " ", " T_ " ", RT T_ 7:00 ]:15 , " " " .. " , '" , , , , , , , , 7:15 7:30 , '" " ,,. " ". 0 '" , , , , 0 , , , 7:30 7:45 , ,,. 2T '" " '" , 20' , , , , , , , , 7:45 1:00 , .. " ". " .. , '" , , , , , , , , 8:00 1:15 , .. 17 " " " , '" , , , , , , , , ':15 11:30 , " " n " " , " 0 0 0 0 0 0 , , 8:30 845 0 " 10 " .. " 0 '02 0 0 0 0 0 0 0 , 8:45 11:00 0 .. , " " " , .. 0 0 0 0 0 0 0 0 'EAl< HOUR 1:15 8,'5 <02 " '" 20T ." 0 20' 0 0 0 , , 0 - 501_> lI4l1_> 0-> o~ -, <02-> 442-> 300-> 0-' ""'''-'''' NB 58 eo we PMkHcu'8y~ 7:00-8:00 "T ... 0 0 7:1W:1S '01 ... 0 0 7:>>8:30 ..., '" 0 , 7:46.1:6& '" ". 0 , ':(I().8:00 '" '10 0 0 MIldlIUll'"-k.....by~ '01 .., 0 0 Pukls.Mn.by~ '" 20' 0 , 4.....1.......by~ NO ... , 0 PHF far ucn...... 0.7e 0.81 ....... ....... ,...- -- .......... ,- - " ", " " ", " " ", '" " ", '" 7:00-8:00 , 0 , 0 , , , 0 0 0 , 0 7:15-8,15 0 <02 " 207 ..., 0 0 0 0 0 0 0 7:30-1:30 0 0 0 0 0 0 , 0 0 0 0 0 7:45-8:45- 0 0 0 0 0 , , 0 0 0 0 0 ':01>8:00 0 0 0 0 0 0 0 , , 0 0 0 T_ o <02 " ;: ..., 0 0 0 0 ~......_o 0 ""'M M 0 "" '" ... 0 .cIVlO! lIOIVIIll MlIVIOl ....... """"" . -- .......... ,.- - - " " ", '" T_ " ", " T_ " ", '" T_ " ", " T_ 4:00 4:15 , .. 10 " 70 .. 0 '" 0 0 , 0 0 0 0 0 4:15 ..0 0 " ,. n " os , '" 0 0 0 0 0 0 0 0 4:30 4:45 , " 17 70 n .. , '" 0 0 , 0 0 , 0 0 .:.5 5:00 0 .. ,. " " " 0 ". 0 0 0 0 0 0 0 0 5:00 5:15 0 .. " 00 " .. 0 '" 0 , 0 , 0 , 0 0 5:15 5:30 0 .. " " 00 113 , 202 0 0 0 0 0 0 . 0 1l;30 5:45 0 ... " .. 70 '21 0 200 , 0 . 0 0 0 0 0 5:45 ... 0 ., " .. n T. 0 '" 0 , 0 0 , 0 . 0 .....HOUR .:45 5:045 0 "" ., 00 '" '" 202 0 0 0 0 0 -, ...- 148-> ~ o~ 0_ -, ""- 4111_> ~ "7_ .- ""'''-'''' NO 58 eo we PwkHlu8,~ 4:01>5:0(1 202 ." 0 0 4:1H:15 "" .., 0 0 4:31).5:30 "" 712 0 . .:<45-&:45 ... 7" . 0 5:QO.I:QO '00 '" 0 0 MuIr9un PMkI-loY' by ~ "" '" 0 0 PNkls.Mn.br~ 00 202 . 0 4 - PMII: 1s.ftn.by.w-c:n "" '" 0 0 I'liFfllrP..15-1rir1lfDrw1 ". 0.93 0DlV" 0llMll. Pnk15-MIU:. -- .......... ..- - LT ", RT LT ", RT LT ", " LT ", '" 4:01>5:00 , 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 . 0 0 0 0 , 0 0 0 0 . 0 4:30-6:30 0 '" 70 0 0 0 0 0 0 . 0 0 4'45-5:4$ 0 , , ,,, .., 0 0 0 0 0 0 . $:DO-e:OO 0 . 0 , 0 , , , 0 0 , . T_ "0 ~ 70 '" ~~~Il "0 o 0 0 -, 0 , . " "" ~NKlI ~NIDI <<lIVKI1 ~ I I I I I I I I I I I I I I I Filename: 3OWBHIGH.XLS location' SR-3D Fwy. WB Off Ramp/Highland Ave 98 259 I Turning Movement CoYnts Per CMP Require~ Northbound Eastbound Westbound " .9 J LT Th I RT I /IN Peak Hour 256 16 Peak Hour Factor 0.81 0.80 0.81 J:lM Peak Hour 200 oj 1382 22 I Peak Hour Factor 003 om I MOltNlNG - - ..-.. w_ - t. " Th " Tat.1 " Th " 'ow " Th " 'ow " Th " 'ow HIO 1:15 " " " , 0 , , , '" 0 no 0 "" . ". I 7:15 7:30 .. " " , 0 , , , '"~ 0 ". 0 '" , '"~ '30 7:45 .. " " . 0 . " . "" 0 "" 0 ,.. , '" 7:.5 8:00 " " .. , 0 , , , ,.. 0 200 0 200 , "" &:00 8:15 '" " '" , 0 . , , "'5 0 U" 0 20' . '" 815 8:30 " 20 " , 0 , " . us 0 '" 0 "" . ",. 8:30 IS:45 " " " , 0 , s , "" 0 '52 0 '" . '" 8:45 8:00 " " .. . 0 . " , '" 0 '"~ 0 '"~ , ". I PEAK HOUR 7,'5 a;15 '" " '" un " 0 " " '" "" ... " '" ~cIl: "'-> 25-> 524->- 179_>- - 37_" 0-> 137_>- 1087_> I """ ......... N8 58 " WB P"kHDlrIlY~ 7:00-8:00 ". " '" m 7:1S.S:15 '" 25 ." '" 7:30-8:30 22' 22 ... ... 7:.s-a:4S ,.. " '" n. I 8:QG.8:00 '" 22 ... '" Muinun P"l-ilUby~ 33J 22 ... .'" PMIll5-Mn.by~cIl '" " 2IlI '" ".P-.k1s-mn.~~... '" ., ... 30M PHFfarudl~ 0.'1 "'" 0.11 0.8' I .....- - - ..-.. - " Th " " Th " " no lIT " Th lIT 7:l:lO-I:OO 0 0 0 0 0 0 0 0 0 0 0 0 7:1W:15 ." " '" 0 0 0 0 0 0 0 ... " 7:3ll-a;30 0 0 0 " 0 " " .., 0 0 0 0 7:<65-&:45 0 0 0 0 0 0 0 0 0 0 0 " I 8;00.f:OO 0 0 0 0 0 0 0 0 0 0 0 0 =-.... ." " '" " 0 " " .':: 0 0 ... " ,.. 20 '"~ ~ 0 20 " 0 0 ".. ,. I EVEN... ~ - - ..-.. - - .. " Th lIT 'ow LT Th " ,- " no lIT TOW LT Th lIT TOW 4:00 .:15 " . " " 0 0 , , ... 0 ,.. 0 "" . ... .:15 4:30 .. , " II , 0 . . "0 0 m 0 '" , '" 4:3D 4:45 II , " .. , 0 , , '" 0 '" 0 "" . "'" I .'45 5:00 " , 3C) .. , 0 , . "" 0 '" " ... . '" 5:00 5:15 " , " " , 0 . s "'" 0 '" 0 ... . ... 5"S 5:30 ., , " .. . 0 , " 305 0 '" 0 "" . '" 5:30 5:415 .. 0 " " , 0 , . "" 0 '" 0 ". , ". 5:46 .,00 " , " " . 0 . " ... 0 '" 0 ". , '" I '....HOUR 4:15 5:15 '" . '"~ II 13 0 " " " "2O 0 '" 11" " 31' ~dl: ~ '"'~ 29-> 113$-> 111.-:" - ..~ 0-> 1248_> ,...~ CMPC~_ ... so EO ... I PukHcu'ey~ 4:00.5:00 '" 2T ",., 112. 4:15-5;15 '" 29 ,,,. "" 4:>>5:30 '" 22 "n ,.., 4:45-5:.., '" " m. 111D 5:DD-e:00 '" 22 '001 ..., I MuirrI.onPukHow"by~ '" 32 "n "" P"15-Mn.by~ctl .. " '" 31' 4. P.u 1~n, by-Woallh '" .. "" ''''' PHF for PMIl 1S-mn 1nI.,.". 0.. 0,157 0.11 0" Pnk15-Mno.C. - - ........ - I LT Th " " Th AT LT Th lIT LT no " .:OlH:OD '''' " '"~ 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 1151 " 4:>>5:30 0 0 0 " 0 " " ".. 0 0 0 0 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 5:DD-e:00 0 0 0 0 0 0 0 0 0 0 0 0 I T_ ,'" " 1~15 " 0 " !! .~S5 00 nO ,'::,' ;" """_. - " ~ 0 , I NL NT 2 NR o SL 1 ST 2 SR EL ET ER WL WT WR TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: EB 30 FWY ENTRANCE DAY: TUESDAY PROJECT# 0316003P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM .65 10 70 95 2'40 15 PM 57 16 74 83 230 30 PM 53 17 72 91 233 45 PM 58 16 87 99 260 5:00 PM 66 24 75 86 251 15 PM 61 13 89 113 276 30 PM 44 14 79 121 258 45 PM 51 13 73 78 215 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 455 123 619 766 0 0 0 0 0 0 0 1963 PM Peak Hr Begins at 445 PM PEAK VOLUMES = 0 229 67 330 419 0 0 0 0 0 0 0 1045 ADDITIONS:SIGNALIZED I I I I I I I I I I I I I I I I I I I (j. <) ~ 9 .... J - i.. J SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: WB 30 FWY EXIT HIGHLAND DATE: 6/3/98 CITY: SAN BERNARDINO E-W STREET: DAY: WEDNESDAY ============================================================================= PROJECT# 0316004P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: NL NT NR 2 0.5 0.5 SL o ST 1 SR o EL o ET 2 ER o WL o WT 2 WR o TOTAL ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 57 4 31 0 3 4 260 250 4 613 15 PM 56 3 27 3 6 3 270 310 3 681 30 PM 69 2 28 2 5 6 225 201 5 543 45 PM 62 3 30 7 1 2 320 345 6 776 5:00 PM 51 1 31 1 4 8 305 295 4 700 15 PM 50 2 33 5 7 6 305 220 5 633 30 PM 41 0 24 3 2 4 220 228 7 529 45 PM 47 2 30 4 6 3 240 128 3 463 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 433 17 234 25 0 34 36 2145 0 o 1977 37 4938 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 238 9 116 13 0 16 19 1120 0 o 1151 18 2700 ADDITIONS: SIGNALIZED CITY: SAN BERNARDINO PROJECT# 0316004A ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0.5 0.5 0 1 0 0 2 0 0 2 0 SOUTHLAND CAR COUNTERS 98 .259 VEHICLE AND MANUAL COUNTS N-S STREET: WB 30 FWY DATE: 6/3/98 EXIT E-W STREET: HIGHLAND DAY: WEDNESDAY I I I I I I I I I I I I I I I I I I I ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 39 2 18 1 2 3 115 160 4 344 15 AM 49 1 21 2 1 1 108 145 3 331 30 AM 64 3 28 4 6 4 205 256 1 571 45 AM 34 7 23 2 3 2 198 200 3 472 8:00 AM 60 5 38 3 4 1 105 265 6 487 15 AM 35 2 26 7 3 4 135 105 4 321 30 AM 36 1 19 3 2 2 150 187 6 406 45 AM 41 2 11 4 6 3 145 188 1 401 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 358 23 184 26 0 27 20 1161 0 0 1506 28 333'3 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 207 16 110 11 0 14 8 616 0 0 866 13 1861 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I Jj .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: VICTORIA DATE: 6/3/98 E-W STREET: HIGHLAND DAY: WEDNESDAY CITY: SAN BERNARDINO ============================================================================= PROJECT# 0316005A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: NL 1 NT 1 NR 1 SL 1 ST 1 SR o EL 1 ET 2 ER o WL 1 WT 2 WR 1 TOTAL ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 14 19 4 3 21 7 7 28 3 10 69 2 187 15 AM 11 11 7 3 33 14 4 52 2 11 71 14 233 30 AM 21 14 12 10 19 19 7 75 t 7 86 2 273 45 AM 18 10 9 11 30 21 3 79 7 10 131 9 338 8:00 AM 12 11 8 7 31 11 5 66 9 11 87 5 263 15 AM 9 14 7 3 45 10 4 71 10 9 80 2 264 30 AM 10 17 1 2 63 9 4 80 9 3 95 11 304 45 AM 10 18 3 7 40 9 2 68 11 12 118 7 305 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 3D AM 45 AM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 105 114 51 46 282 100 36 519 52 73 737 52 2167 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 49 52 25 23 169 51 16 296 35 33 393 27 1169 ADDITIONS: SIGNALIZED Filename V1CTHIGH..x1.S I l.oc..tion. Victoria AveJHighland Ave. Tuming 1l1o.ement Counts Per CMP Requirements I 98 . 25 IT RT I /AM Peak Hour eo 36 Peak HofJr Factar 0.93 0.76 PM Peak Hour 39 27 SO no 590 .. I Peak Hour lI'actor 0.82 0.88 0.99 093 .. I """"NO -- ........ ..- w_ ..... .. " '" ., T.. " '" ., T.. " '" ., T" " '" ., T" '" 715 " " , " , " , " , 20 , " " .. , .. I 715 7:30 " " , " , 33 .. " , " , 51 " " " " 730 745 " .. " " " " " .. , " , " , .. , " 745 15:00 " " . " " 30 " " , ,. , .. " '" . '" 15:00 e.15 " " . " , " " .. . .. . 00 " " . ", 15:15 15:30 . .. , 30 , .. " 51 , " " .. . 00 , " 15:30 15:45 " " , 20 , " . " , 00 . " , " " ". I 15:45 11:00 " " , " , '" . 51 , .. " .. " ". , m ......HOUR 7:45 15:45 .. " 25 " " ,.. " " " '" 35 " 33 '" V '" - ~ 128-> 243-> 341_> "'-. -. ,,-> 237-> "'-> 411:l_> I CMPC~ N8 so EB wo PNlt Mev B~.w-cn 1:00-8:00 '" '" '" 42' 1:15-1:15 ,.. 200 ,,, ... 7:>>1:30 ... '" ", ". 1:45-1:4$ ". '" ,,, .., I 8:0l).tt00 '" '" 330 .., MuilIun Pnk HIM' br .rw-cn '" ", ,,, '" pq~ 150M". by .rw-cn " " ., ,SO 4.P....1!Hrin.by~ ,.. '" '" 000 PHFfar..dl~ '00 '02 ,., '.20 I P....- -- ........ ..- - " '" RT " '" ., " '" RT " '" RT 1:00-a:00 M .. 32 , , , , , . . . . 1:15-1:15 . . , . . . , , . . . . 7:>>1:30 . . . . . . , . . . . . I 7:45-1:45 . , . " ,.. " " '" " " '" V 11:00.8:00 . . . . . , , , . . , . T_ M .. 32 " ~ " " '" 35 " 5~ V PHF_ .. '" ,. " " '" " .. " EVEN.., . I -- ........ ..- w_ ..... .. " '" RT T_ " '" ., T_ " '" RT T_ " '" RT T_ 4:00 4:15 . " . ,. " " . " " '" " '" , .. , ,., 4 ~ 1 5 4:30 . " " .. " " . 30 . ,., " '" , "' . .. I 4;30 4:46 " .. . .. ,. " . .. .. '" " '" 13 '" " '" 4:45 5:00 . ,. " .. . " . 35 " m 12 '" " '" " ", 5:00 5:15 . 30 " .. . " , 32 " ". , ,., . '" " '" 5:15 5:30 , " " ,. . " . .. " ,.. " ,., " ,,. ,. ,.. 5:30 5:48 , " ,. M " 32 . .. , ,.. " '" 13 '" " ,.. 5:45 ... . " " " " ,. . .. .. '" . "., " ". , '" I P....HOUR 4:30 11:30 " '" .. .. " .. " .. " .., .. '" .. ... .. '" - 200_ 157_> 711_> ov_ - ..,- 174_> 753-> ~ ""'- CMP~_ NO .. EB - I PHkHcv8)"~ 4:l1li-$:00 ,.. '" .., ". 4:1l1-li:15 '" '" '" .n 4:>>5:30 "" '" 'M ov 4:4$-&:46 '" '51 ... ." 5:ClD-8:00 '" ,.. '" ." I MuiIlUllPQkHlM'by~d'I '" ,.. '" ." PHk 1~". by.-.-n .. .. '" '" 4. Pnk 1~. br.wo.CIh 200 '" .,. OM Il'HFforPNk150111ift~ '.02 ... ... .., P_15oMnft -- ........ E._ - I " '" RT " '" ., " '" ., " '" RT 4:00.5:00 , , , , , , " '" " 0 0 0 4:1l1-li:15 " ,,. .. 0 0 0 0 0 0 0 0 . 4:JO.5:3O 0 0 0 , 0 0 0 0 0 0 0 0 4:4l1-li:45 0 0 0 0 0 0 0 0 0 .. ... .. lI1lll-e:OD 0 0 0 " '" " . 0 0 0 0 0 I T_ ."; 1~ :: " 1~ ..;4 .. :: " .': ~ :: PHF 42 " I I Filename: V1CTPACI.XlS I.ocation: Victoria AveJPacific St. I 98 2 5 9Tuming Mo.ament Counts Per eMF' Requirements I LT AM Peak Hour 96 .. Peak Hour Factor 0.95 0.94 0.82 0.91 I PM Pe.k Hour 85 31 Peak Hour FactDr 0.91 0.90 0.88 0.91 I """'"'''' , ,..,I - ,..- Eo- w_ "'" " " Th " Tat.1 " Th " '.. " Th " Tat.1 " Th " 7:00 7:15 " " , .. , " " " , 20 ,. " , " , '" I 7:15 7:30 " " . " " " , n , " " .. , ,. " .. 730 7'45 " " . " " " " " . " " " , ,. . " 7:.5 8:00 " " , " " " " " , " " " , " " " 8:00 8:15 " .. , .. " " . " " " " .. " " " 50 8.15 8:30 " " " '"~ 22 " " .. , " ., '''' . " " " 8:30 8:.5 ,. .. . .. " " , " , " " '" , ,. " .. I 8:45 9:00 20 n " '" " " " eo , .. 20 n . " " " "...".OUR 7:.5 8:45 " '" " '" 12 200 .. .. '" '" '50 '" " '" .. " - "'-. "'-> ...-> 200_. - "'-> ~1_> 332-> "'~ I CMP c......_ " SB " WB ~k'""-8y~ 7:lllI-8:oo ,., 20' m '" 7:15-8:15 '" '" '" '" 1:>>8:30 '" '" '" '" 1:.W:~ '" '" ... 200 I 800-9:00 ." '22 ,.. 20CI MaJo_PHII:....by~ch ." 33' ... 2llO P..kl5-Mn.by~ ," .. ," " .'PHll:15-mn.b\I~ '" '" ... '" PHF for _ch.wv.dl 0.01 0" 0.12 0.0> I .....- - -... Eo_ - " Th .,. L7 Th .,. IT Th .,. L7 Th .,. 7:00-a:00 0 0 0 0 0 0 0 0 0 0 0 0 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 7:.~8:45 0 0 0 " ,oa .. '" '" '50 " '" .. I 8:00-8:00 " '" " 0 0 0 0 0 0 0 0 0 T_ " '" " " ;: .. 30 '"~ '50 " ,,, .. "'" .. 20CI " " " " ,;.. '" " = .. I evEN'''' - -... ,.- w_ "'" " L7 Th .,. T" L7 Th .,. T.. L7 Th " T.. LT Th .,. T.. .:00 .:15 " '" , " " " . 50 . " ,. " , '" . ., .:15 .:30 " " , eo " eo , " , " ,. " , 33 , .. I .:30 4:45 " " " " ,. " . " , " 22 " . " , " .:.5 5:00 2ll " 11 OJ " " " '"~ , " " " , " " " 5;00 5:15 22 eo , " " .. " II . '" '" " . " . " 5:15 5:30 " .. , II " n , 01 , " ,. 50 . " , .. 5:30 5:44 " " . II ,. .. " " , " " " , " , " 5:45 8:00 " " . .. " .. , " . 22 " " , " . ., I PEAK HOUR .:45 5:.5 n ,., " OJ .. '" " ,oa " " II ., " ,.. '" .. - ""~ ""-> 218-> 210-> - ,..~ 39l1_> '''~ 273~ CMPC___ ... SB E8 WB I PMkHcv8y~ 4:QO..5:00 ,.. .. ,0> ". .:15-5:15 "" ,.. '" 2lIO .:30-5:30 302 373 '" '" 4:45-5:45 "" "" ". '" 5:~:OO '" '" ", ,., I MaJo_P._Hau"by~ 302 '01 '" '" P"15-M1".by~ " ,oa ., .. 4.""15-t1in.by~dl 33' '" '" '" PHF far Pnk 1S-nn irtW4l 0.81 ,eo ,... 00> P-.k1S-Mn1.1;. - -... ,.- - I LT Th AT L7 Th RT LT Th .,. L7 Th .,. 4:IJO.5:oo , , , , , , , , 0 , 0 , .:1~:15 , , 0 , , 0 , , 0 0 0 , .:30-5:30 n '" " , , , , 0 , '" ,,, 20 4:.:s.s:.5 0 , , .. '" " , , , 0 , 0 &:00-II:00 0 0 0 , , , '" '" " , 0 , I ,- n '" " " '" " " ", 0': 2ll ,,, :: PHFAldIMl .. 2llO ., " .. .. 30 "' 22 ". I LANES: NL 1 NT 1 NR 1 SL 1 ST 1 SR o EL 1 ET 2 ER o WL 1 WT 2 WR 1 TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: VICTORIA DATE: 6/3/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY PROJECT# 0316005P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 6 21 9 11 11 9 17 171 15 2 64 7 343 15 PM 5 32 11 12 12 6 9 163 24 7 79 9 369 30 PM 10 46 9 16 21 9 14 171 19 13 131 10 469 45 PM 8 28 10 9 18 8 15 177 12 10 129 14 438 5:00 PM 9 30 14 8 17 7 24 159 4 9 151 11 443 15 PM 7 18 11 9 30 5 21 160 10 11 128 10 420 30 PM 7 11 18 10 32 6 7 165 11 13 141 10 431 45 PM 6 16 12 10 28 6 14 151 8 11 129 7 398 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 58 202 94 85 169 56 121 1317 103 76 952 78 3311 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 34 122 44 42 86 29 74 667 45 43 539 45 1770 ADDITIONS: SIGNALIZED I I 98 .259 ., SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS I 'l"-S STREET: VICTORIA DATE: 6/25/98 CITY: SAN BERNARDINO I E-W STREET: PACIFIC DAY: THURSDAY PROJECT# 0371001P I NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 0 1 1 0 1 0 I 2:00 PM 15 PM I 30 PM 45 PM 3:00 PM 15 PM I 30 PM 45 PM 4:00 PM 13 29 5 13 38 8 8 14 28 7 29 4 196 I 15 PM 14 37 9 10 50 7 6 17 24 4 33 7 218 30 PM 18 43 14 18 52 4 7 24 22 6 47 5 260 45 PM 20 52 11 21 74 13 4 18 19 2 42 13 289 I 5:00 PM 22 50 7 17 69 10 8 29 26 8 34 8 288 15 PM 17 44 4 14 72 9 7 24 28 4 39 2 264 30 PM 13 47 5 16 64 11 7 26 23 9 43 6 270 45 PM 19 42 8 17 68 7 4 22 17 3 32 5 244 I 6:00 PM 15 PM 30 PM I 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 136 344 63 126 487 69 51 174 187 43 299 50 2029 I PM Peak Hr Begins at 445 PM I PEAK VOLUMES = 72 193 27 68 279 43 26 97 96 23 158 29 1111 ADDITIONS: SIGNALIZED I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ~-S STREET: VICTORIA DATE: 6/25/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: THURSDAY PROJECT# 0371001A ================================================ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 0 1 1 0 1 0 ====--============--=====--=========================== 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 14 43 7 9 39 10 3 28 24 4 17 9 207 15 AM 17 37 8 18 50 9 5 32 32 7 29 10 254 30 AM 13 52 6 14 43 13 6 43 34 5 24 8 261 45 AM 22 63 9 17 51 13 4 39 43 5 31 13 310 8:00 AM 22 69 7 25 49 8 10 47 39 12 27 15 330 15 AM 25 71 10 22 51 16 9 51 40 8 32 17 352 30 AM 24 64 8 18 57 7 7 79 37 9 24 15 349 45 AM 20 72 11 14 43 12 5 44 28 6 22 13 290 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 157 471 66 137 383 88 49 363 277 56 206 100 2353 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 93 267 34 82 208 44 30 216 159 34 114 60 1341 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 6-3~-i99a 3,52PM ~~OM JOHN EGAN ASSOCIA,ES ~09 BB9 2675 ;;;. 2 ~UUI1~ UIL~~l;J~ J'61'ilGILAllD 25m JACLni IVlliUi Site Coee ; ;;;1l:2' N/fO' : VlcrOlll~ IVlm 98. 259 HOliN~ VIAL2~!7Y;7CA, 52m Stm Date: C!j':Slj! I W: 11S1 L.I .0..., J Yile J.D. : EmD~ WlATIBR: PllTLY sum Plge , : 1 .........-..................................................:~:~:.~~~~~~...............,...,.,.,..":.:;...:_,.~'~~..7..~....,..... VICYOUA AVlRUI /31$1 Lm IVICTO!lA !VIJUB /USI1IN1 ~-, ,./. Seutbbound Westbound 5orthllo~cd liastbe~~d 1 , ,eft Thru Right Left Thrn light i teft Tbru Right i LeI: jbru RiSh: 70tal Dati 05/06111 ........,................................................._.........'...........................................,.,.... Peak Hour Analysis By intirt Intersectinn ter the Reried: 16:00 to 11:00 00 05/06/11 Peak start 11:45 16:45 16:15 /16:45 voluml 91 105 &I II 262 91 7l 271 51 105 l52 Percent 151 511 III Iii 611 III III i21 III III i51 Pk tetil III III III Hl Higbes: 11:00 16:45 17:15 17:00 VeIn! 27 51 12 10 11 11 15 19 JI 29 106 II ai totil 10l III m 15l PHI ,9l ,9l .10 ,Il 15 I 161 VICT.QRIA AVENUE [\J - 0 84 205 94 105 .. ~ 0 '..3 <,;:-..-;. /()~ 274 ~I,j~ . .;,) 96 ..---.. ............ ............. ............. .. -....-... 3 ...~'" 0 84 205 94 475 3 ",t>i; tJ - . - 383 d ~ ; 85S I r 96 " "- lASE LINE 96 la,,? ;:: 73 TOTAL VOLUME re 262 419 l ~, 262 84 262 ;:"-" I ,", V. 105 /)7 105 1 961 I 66 ~ ~ 968 t 66 7;- !r.~t j . ~ i Il 8 ; 352 j L "- . .. 352 Intersection Total 94 . ,) j 1.794 544 352 98 85 j ";q. 85 BASE LI NE I 801 445 0 66 73 274 0 205 85 ........... .-...e._ -.........- ---...... 356 73 274 9 0 eft ~~.;! I.. VICTORIA AVENUE JUN-JeH9ge 16:121121 TOO IeJ ~ aBed 91219 B89 121676 ~~'II;;YS ~r~~ ~ l00lSSC WOJj 99% P.12I2 ZOOZ99C~ CT:ST 961Z0ll0 Wdv0:C0 S6-l0-lnr pa^'a~a~ 6-30-1998 3,S3PM ,;Ir Ut ~iijllJ.A.!lV ',I': ncrOllA lOOt 'N: BASI LIII . IATI!Il: Pliny CLOllDY FROM ~OHN ~GA~ ASSOCIAiES ;29 889 2575 ;: 3 I I I I I I I I I I I I I I I I I I 98 .259 25424 JlCLTI! IVBlUI HOIIIO VlL.JY. CA \1557 lOl.ll H7li Site Code : 007l.:27 Stlrt Date: 05/07/91 Pile U, : llIVI3LA!! Plge : l TOTAL VO.l1ll1 ~. . _':/ .. t- ".', .,J,' j :- :.. ......-........................................................_..............................._~_.................................. VICTOIIl .V!tD! BAS! LII! VICTOllA AVlJDI IllAS! LIWl SoutAbound Westbound lorthbound I!mbound 1 Le!t Thru light I Le!t Thrll light. Left Thrll Right i Left Ihru R~9ht I Totll te 05107/91 .................................................................................................................,...._ 'al Hour Analysis iy Intire Interleotion for the Period: 07:00 to 09:00 on 05107/98 ,ak start 07:15 01:15 07:1> 01:15 1m 9! 269 77 77 297 87 l5 179 l2 !l 189 mnt 221 601 17l 111 Ul 19l l4l 711 III 22l 671 total US HI 146 28J ;hest 07:15 07:10 07:10 07:l0 lume 35 89 21 18 98 11 11 51 7 17 70 total Hi H1 71 95 P ,75 ,78 ,79 ,71 '-." , ..:-. t..1'JI..t. I HI lli 8 VICTORIA AVENUE 0 77 269 99 61 8t. C~~ 110 179 87 -...--.. ---...... ---..-- ..........- -....--- 0 0 77 269 99 327 0 445 \$E LINE 35 297 77 61 ~[j 772 781 I [ ~l [ L 87 87 ':i? 61 l 1 692 jJ I TOTAL VOLUME 409 297 297 / 77 77 189 2/0 189 Intersection Tota1 1.435 320 99 189 32 33 ~1 33 o 77 269 33 ------ 379 BASE LINE 625 246 35 179 3 0 --."... .....~.- ......--. --......- 35 179 32 0 .......:: le::- '--.-' AVENUE -' VICTORI JUN-30-1998 16:00 zoo~ C a6ed 909 8B9 0676 ~YlL'I.,)'S ~r~~ ~ c00cBBC WOJJ 98Y. P. 0:5 ZOOZ88t~ tT:QT S8/Z0/LO I Wdv0:C0 B6-c0-lnr pa^'aoa~ I I I I I I I I I I I I I I I I I I I 95 ')~9 '.:..;j SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PATTON HOSPITAL HIGHLAND DATE: 6/2/98 E-W STREET: DAY: TUESDAY CITY: SAN BERNARDINO ============================================================================= PROJECT# 0316006A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: NL o NT 1 NR o SL o ST 1 SR o EL 1 ET 2 ER o i'lL 1 WT 2 WR o TOTAL ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 15 0 4 3 1 12 18 34 5 0 83 15 190 15 AM 10 0 3 2 0 10 25 67 8 1 84 18 228 30 AM 6 0 4 0 0 1 30 70 12 0 - 85 21 229 45 AM 3 0 3 8 0 10 79 104 12 1 110 50 380 8:00 AM 20 0 4 6 1 12 25 97 7 2 101 26 301 15 AM 6 0 1 7 0 2 17 58 8 0 95 B 202 30 AM 1 0 2 5 0 11 11 84 8 4 105 9 240 45 AM 1 0 1 5 0 8 5 101 3 2 121 8 255 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER I'lL \'IT WR TOTAL VOLUMES = 62 0 22 36 2 66 210 615 63 10 784 155 202'5 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 39 0 14 16 1 33 159 338 39 4 380 115 1138 ADDITIONS:SIGNALIZED Filename: PATTHIGH.XJ.S I Locatien: Patlan State HaspitaUHighland Ave Turning Movement Counts Per CMP Requirements I 98 25 SoutIlbound Eastbound Westbound . RT I AM Peak Hour 71 117 Peak Hour Fac1Dr 0.55 0.82 0.69 079 PM Peak Heur 87 13 I Pak Hour ~actDr 0.71 0.78 0." MO'..... I -- .......-.. '0_ w.- """ " " Th "' ,- " Th "' ,- " Th "' ,- " Th "' ,- 1:00 1:15 " 0 0 " , , " " " " , " 0 " " .. I 1:15 1:30 " 0 , " , 0 " " " ., . '" , .. " '" 1:30 7:45 . 0 0 " 0 0 , , " 70 " '" 0 " " "'" 7:45 ll:(ll) , , , . . 0 " " " '" " ". , "0 50 ,., 8:00 8:15 " 0 . " . , " " " ., , ". , '" " ". 8:15 8:30 . , , , , , , . " .. . " , " . '" 8:30 8:45 , 0 , , , 0 " " " .. . '" 0 ". , '" I 8:45 9;00 , , , , . 0 . " . '" , '" , '" . '" ."" HOUR 1:15 8:15 '" 0 " " " , " " '" '" '" '" . '" '" '" lpew.:tecn: ~ ,,~ 50-> 530-> ...~ - 214-> 00-> ""'-> 452-> I CMPc.lcf.M_ NO " EB Wll PII........I'~ct1 1:~:00 .. " ... ... 7:1!H1:15 " " 530 ... 1:31).-8;30 " " '" ... 1:4H:45 ., " ." '" I $:00.9:00 " " ." .., MIlOl\U!IPu_Hl:vby~ " " 530 ." PeU 15-Mn. b,o.w-cn " " '" ,., 4.Pwk'.....,_"'~ .. " "" ... PHFfar..cn~ '.55 1),82 0.. ,... I -- ...- .......-.. "-- - " Th " " Th "' " Th OT " Th OT 1:~:00 0 , 0 , 0 , , , , 0 , , 1:15-4:15 '" 0 " 0 0 0 ". '" '" 0 0 0 7:30-4:30 0 0 0 , 0 , 0 0 0 0 0 0 745-&:45 0 0 0 " , " , 0 0 , '" 1I3 I 8:0Cl-8:00 0 0 , 0 0 0 0 , 0 0 0 0 =-- '" , " ,",: , 4;5 :"s;' '" '" , '" 1I3 " , " , .., " , ." '" EVEN'NG . I -- .......-.. '0_ - """ ,. " Th '" ,- " Th "' ,- " Th "' ,- " Th ... ,- 4:00 4:15 ,. , " " " , " " " '" " 200 . . , " 4:15 4:30 :n , " " " 0 .. " " '" " ,.. , .. " 102 I 4:30 4:45 " 0 . " ,. , " " " ,.. " ,.. . '" . '" 4:45 '<Xl , , . " ,. , " 52 , ,.. " '" , ,.. , ,.. 5:00 5:15 , , , " ,. 0 " " . '" . ,., , '" , '" 5:15 5:30 , , , , " , 20 ., , '" . ,.. 1 '" , ,., 5:30 5:45 , , , . " 0 " " , '" . '" , ,.., , 112 5:46 8:00 . , , . , 0 " .. " ,.. " '''' 1 ,.. T '''' ."" HOUR I 4:15 5:15 " , " " '01 , '" " " - .. 200 , ... " m --- 74_> "'-> ~ ,..~ ~ ...~ - ..~ ,,-> ~ 187_ ~ ...~ ....~ NO " EB Wll I PNIlHl:v8,~ 4:01)-5:00 .. 20' '" ... 4:15-5:15 " '" ,.. ... 4:30-5:30 50 '" '" OM 4:4W:45 " ". ". - 5:CJO.e:0ll 20 '" '" "" I ~P.aIlHl:vb,o~cn .. '" '" "" PMlI15-Mn.bJ~cn " " 200 m 4*Puk1~.b,o~ '" '" ". .., F'l-FforP.-.:1S-mnIl'll.val 1),11 1),78 ,... '''' Puk15-Mnul. -- .......-.. "'- - I " Th "' " Th "' " Th OT " Th OT 4:00.5:00 " , " '" , "" 00 ... .. , 0 0 4:1s.5:15 0 , , 0 0 , , 0 , , , , 4:30-5:30 0 , 0 0 0 0 , 0 0 , , 0 4:45-5:45 , , 0 0 , 0 0 , 0 0 , 0 5:CJO.e:OO , , 0 , , , 0 , , . .. " I ,- " .' .>:: .;": , .::ca :: ,",:: ~ : ::: .~' '" , I -------- I Filename: Loc.ation: CENTHIGH.xLS Central AveiHighland Ave. I !) '. 'J ~ 259 Turning Mo\8ment Counts Per eMf' R~uiMments I Northbound SoutIlbound e.-..nd W.......nd LT I Th I 1fT LT I Th I 1fT LT I Th I 1fT LT ! Th ! 1fT I AM j)eak Hour 7S I 01 29 -1-1- O! 424! 28 S I 623 I 0 Peak Hour Factor o.n 'DIVIO! 0.81 0.76 PM Peak Hour 81 I 01 19 -1-1- 01 7781 50 91...71 0 Peak Hour Factar 0.75 #OIVIO~ 0.99 0.96 I I """ MORNING - ......... E...... - - " " '" " ,.. " '" " ,.. " '" " ,.. " '" " Total 7;00 115 " , 7 " , , , , , ,. . .. , " , " 715 7:30 " , . 20 , , , , , oo " " , " , oo 7:30 745 " , , '" , , , , , " . .. 2 .. , '51 745 8:00 " , , 22 , , , , , '" , ". , ,,. , '" 8:00 8:15 " , 7 ,. , , , , , '" , '" , '" , ". 8:15 8:30 " , , " , , , , , .. , " , OS , OS 8:30 8:45 " , , " , , , , , t3 , .. , '" , '" 8:45 9:00 " , . " , , , , , 'oo . '" , '" , '" 'EM"""" 1:45 &:45 .. , " ,. , , '" " '" '" '" 8llJI'OIICIh: n_> ,- ,",-> m_ ...... ~ ,-> Zl_> ,",-> 531 _> CMP~_ ... SO " WB P..k.....8y~ 7:00'i:OO " , 205 on 1:15-8:15 '" , '" .., 7:30-8:30 " , '" '" 7:04&-8:45 n , '"' m 8:00.9:00 " , ,.. .57 MMIIUIIPnk....by~ '" , ,.. m P"'15-Mn.by~ ,. , '" 157 4.P"'IHniIl.b7~ ,oo , .., ... PHFfaracll~ ,... ""'''' 0.'1 're ......... - ......... ....... - " '" '" " '" '" " '" '" " '" '" 7:CJl>a:OO , , , , , , , , , , , , 7:15-8:15 .. , ,. , , , , , , , , , 7:30-8:30 , , , , , , , , , , , , 7:454:45 , , , , , , , , , . '" , 8:00.8:00 , , , , , , , '" Zl , , , ,- .. , !: , , , , '" ;; . ::: , -...... " , ""'''' ""'m, tolVm' , ". , , EVEN.., - ......... E...... w_ - ., " '" '" ,.. " '" '" ,... " '" '" ,.. " '" '" ,.. 4:00 4:15 . , 2 " , . . . , '''' " '" , .. . .. .us 4:30 " , . '" . . , , , '" " 200 . oo , " 4:30 4:45 . , , . , , , , , '" " "" , '" , ". 4:45 5:00 " , 2 " , , , , , ,., " '" , ". . '" 5:00 5:15 " , , " , , , , , ,.. . Tn , ,OO . ,.. 5:15 5:30 , . 2 . , , , , , ,oo " ,.. 2 '" , '" 5:30 5:45 " , . " , , , , , '" " ,., . ,eo . ". 5:45 ... " . . " . . . . , ,eo " ,.. , ,,. . ,.. ......"""" 4:4$ 5;45 .. , " " , no .. '" " .,. . ,.. .- 57- .-. no_ ~ .,,- ...... .- ~ 57_> ".- -- CMP cuu.t;_ ... SO " WB PwkHclu'B~~ 4:Q0.5:0ll ,. . ... .., 4:150-5:15 .. , '" ... 4:30-5:30 .. , ,.. .,. 4:45-5'45 " , no ." 5:llCJoe:00 ,. . '" ... MuiIIun P-.k1icll6 by ~ .. , ... ... Pe<<k15-Mr1,by~c:h '" , '" ,.. 4. P.. 15-mn. by....eIl .. , .,. "" ~forPNll15-r11ininl..v.l 0.75 IOIVIO' ,... ,... Peak 15-M1rw.t. - ........... E...... - L1 '" " L1 '" " " '" '" L1 '" '" 4:(>>.5,00 , , , , , , 0 m .. , . . 4:15-5:15 .. , .. , , , , , , . , , 4:30-$:30 . . . , . . , . . , , . 4:4505:45 , , , , , , , . , . . . 5:CJO.e:OO , . , , , , , . , . ." , ,- .. , .. - , tn"'''~ -......? ^' ::; ~ : :;: . - ., , ,. , I I I I I I I I I I I I I I LANES: NL o NT 1 NR o SL o ST 1 SR o EL 1 ET 2 ER o WL 1 WT 2 WR o TOTAL I I I I I I I I I I I I I I I I I I I 9 8 . 259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ~ N-S STREET: PATTON DATE: 6/2/98 HOSPITAL E-W STREET: HIGHLAND DAY: TUESDAY CITY: SAN BERNARDINO PROJECT# 0316006P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 18 1 11 22 0 38 15 174 17 5 66 3 370 15 PM 21 .1 11 31 0 48 14 162 18 3 89 10 408 30 PM 16 0 4 32 1 57 10 168 11 4 141 6 450 45 PM 7 0 4 19 0 33 5 184 12 1 155 3 423 5:00 .PM 9 0 1 19 0 22 4 152 5 1 171 1 385 15 PM 7 0 2 11 0 29 9 182 5 1 157 3 406 30 PM 3 0 1 11 0 14 7 174 6 3 167 2 388 45 PM 5 0 1 3 0 81 10 146 11 1 159 7 424 6:00 PM 15 PM 30 PM 45 PM ==================================--=============================----========= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 86 2 35 148 1 322 74 1342 85 19 1105 35 3254 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 53 1 20 101 1 160 33 666 46 9 556 20 1666 ADDITIONS: SIGNALIZED I I I I I I I I I I I 93 ,259 N-S STREET: CENTRAL E-W STREET: HIGHLAND SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 6/2/98 . DAY: TUESDAY CITY: SAN BERNARDINO PROJECT# 0316007P NORTHBOUND ============================================================================= NL o NT 1 LANES: SOUTHBOUND EASTBOUND ET 2 WESTBOUND ER o WL o WT 2 WR TOTAL NR o SL ST SR EL ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 15 PM 30 PM 45 PM 5:00 PM 15 PM 30 PM 45 PM 6:00 PM 15 PM 30 PM 45 PM I ;~;~~=======~~===~;===~;=--=;~===;;===;;===;~===;;===;;===;~-==;;===;;===;~;~~ VOLUMES = 85 0 27 0 0 0 0 1481 99 20 1077 0 2789 I PM Peak Hr Begins at 445 PM PEAK I VOLUMES = 43 0 ADDITIONS:1-WAY STOP NORTHBOUND 9 16 6 14 10 7 12 11 I I I I I 14 2 4 3 2 5 2 5 4 192 193 191 197 169 184 175 180 o o o o 725 15 11 14 10 8 15 12 14 45 12 1 4 3 3 1 2 6 o 65 86 145 144 168 153 160 156 284 314 362 370 361 363 370 365 625 o 1464 LANES: NL o NT 1 NR o SL ST SR EL ET 2 ER o WL o WT 2 WR TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 E-W STREET: HIGHLAND DAY: TUESDAY CITY: SAN BERNARDINO ============================================================================= PROJECT# 0316007A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 14 7 36 9 1 74 141 15 AM 16 8 64 10 3 81 182 30 AM 15 5 62 6 2 99 189 45 AM 16 6 103 5 1 156 287 8:00 AM 19 7 100 5 1 107 239 15 AM 10 3 58 3 1 95 170 30 AM 13 3 83 6 1 115 221 45 AM 11 4 104 9 3 128 259 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 114 0 43 0 0 0 0 610 53 13 855 0 1688 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 58 0 19 0 0 0 0 344 19 4 473 0 917 ADDITIONS:1-WAY STOP NORTHBOUND I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: TUESDAY ============================================================================= PROJECT# 0316008A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: NL o NT 1 NR o SL o ST 1 SR o EL 1 ET 1 ER o WL 1 WT 1 WR o TOTAL ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 2 1 3 10 0 0 10 21 2 3 14 9 75 15 AM 4 4 7 10 2 1 14 19 1 6 21 3 92 30 AM 7 3 14 1 8 1 3 30 2 9 32 16 126 45 AM 16 3 9 4 1 1 6 31 4 4 16 13 108 8:00 AM 20 6 11 2 2 2 3 18 5 4 20 17 110 15 AM 14 2 2 2 3 2 1 12 3 5 9 10 65 30 AM 12 3 3 7 3 1 3 14 2 7 11 11 77 45 AM 17 2 2 6 2 1 2 9 4 9 12 9 75 9:00 AM 15 AM 3D AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ======================================================----=================== TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 92 24 51 42 21 9 42 154 23 47 135 88 728 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 47 16 41 17 13 5 26 98 12 23 89 49 436 ADDITIONS:2-WAY STOP NORTHBOUND/SOUTHBOUND Filename: Cl!:NTI'ACI..XLS I Location: Centnll AveJPacific St. Turning McNement Counts Per CMP Requirements I 98 25 Northbound Southbound Eastbound W_nd LT RT I AM Pe8k Hour 79 69 Pnk Hour FactDf 0.72 0.87 0.71 PM Peak Hour 7. 31 I I'eak Hour FactDt' 0.89 0.05 0.81 0.91 -- I MCmNING -- - "'- w_ "'" .. " Th " ,... " Th " ,.... " Th ., ,.... " Th ., ,... 7:00 715 2 , , . " 0 " " " 2 " , " . " I 7:15 1:30 . . , " " 2 " " " , " . 2' , " 7:30 745 , , " " , . " , " 2 " . " " " 7:45 1:00 " , . " . , . . " . " . " " " 1:00 1:15 20 . " " 2 2 . , " . " . 20 " " 815 8:30 " 2 2 " 2 , , , " , ,. . , " " 8:30 8:45 " , , " , , " , " 2 " , " " " I 1:45 8:00 " 2 2 " . 2 , 2 , . " , " , " PEAK"""" 7:15 8:15 " " " " " " " " .. " " 23 .. .. " - 104-:> 35_> 138-> 1111_> - 81-> ..-> 15ll_> 141_> I CMPc-.- NO " .. Wll PtIP"'-e1~ 7:~:00 " " '" ". 7:15-1:15' ". " ,.. '" 7:3O-a:30 ", " no ". 7:45-1:45 '" " "2 '" I 8:01)..8:00 .. " ,. ,,, Mu:iIIullPRlrHlu'br~ '" " "" ,., PRlr1M1".br~ " " " " 4.P-"1,",,*,.by~ ,.. " 'M m PHFfllrHllh~ctl o.n 075 0.87 0.11 I -- -- - "'- -.. " Th " " Th " " Th " " Th .,. 7:00-&:00 0 0 0 20 " , " '" , 0 0 0 7:15-4:15 0 0 0 0 0 0 0 0 0 23 .. .. 7:3O-a:30 " " .. 0 0 0 0 0 0 0 0 0 I 7:45-1:45" 0 0 0 0 0 0 0 0 0 0 0 0 8:CJO..tl:00 0 0 0 0 0 0 0 0 0 0 0 0 =-- " " .. ;Z; " , " '" , 23 ,: .. ,. " .. " . .. ". " " .. EVEN'NO . ~ I -- - ,.- - "'" .. " Th .,. ,- " Th " ,-, " Th .,. ,.... " Th .,. ,.... 4:00 4:15 . 2 . " " , 2 " , , , " , " , " 4:15 4:30 . . " 23 , 2 2 " " " , " 2 " 2 " I 4:30 4:45 " , " " " , , " , " 2 " . , , " 4,45 5:00 " . " .. , , , " 2 " . .. , " . " 5:00 5:15 " , " " , , , . , " . " , ,. , " 5:15 5:30 " 2 " " " 2 2 ,. , " " " . " . " 5:30 5:4& " , " " " 2 , " . " . " " " " .. 5:'" 1:00 " , " .. " , , " 2 ,. , " " " . " I PEAK HOUR 4:45 5:45 '" " '00 51 " . " " ". .. 51 " " 2lI .. - ,.,~ 5<-> 1115-> "o~ -, ~ ,,-> 71_> "'~ ,..~ CMP~_ .. " .. Wll I "-kHlll.rI)'~ 4:0l).!i:OO '" 50 '" '" 4:15.5:15 ,.. " '" ., 4:>>5:30 'M .. ,., ,,. 4:45--5:45 ,., 5< ,.. ,.. 5:QO.I:00 ,., 5< ,5< ,.. I MuinunPullHlll.rby~ "2 50 ,.. ,.. Pulr1~".by~ " " 51 .. 4.PMII:15-mn.br~ "" .. "" '12 PHFfllrPMll1ikninilll~ 0" ". 0.'1 0.'1 Pull 1s.Mfd. -- - "'- - I LT Th ., " Th ., " Th .,. " Th .,. 4:0l).5:oo 0 0 0 " " . 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:45 " " '00 0 0 0 ,. ". .. 0 0 0 S;l)l).t:oo 0 0 0 0 0 0 0 0 0 .. ,. 2lI I I:~ '" " '00 " " .- ,. '" .. .'.' ,. 20 ,. " '" .. , ~ " .. " I I Filename ORANHIGH.xLS L.ocation: Orange StJHighland Ave I 98 2 S!1ing Mo'fement Countl; Per CMP Requirements Northbound eastbound w.......nd I LT RT AM Peek Hour 70 121 Peak Hour Factor 0.152 0.72 0.93 PM Peak Hour SO 135 I Peak Hour Factor 0.93 0.57 0.96 096 I .- MORNING - ........ E._ w_ - " " Th " ,- " Th " ,- " Th " ,- " Th " ,- 700 715 " 3 2 31 . 3 " 30 . <0 , 50 2 31 . " I 7:15 1:30 13 ,. 3 32 22 " " <1 , " , .. , " ,. " 7;30 7:45 " ,. . " 31 31 31 " , .. ,. 11 " '" " ", 7:45 8'00 " '" , " " ., " ", " 0< " " , " 31 13' '00 1:15 10 32 , .. " " " n ,. " . '" 13 11 22 ". 8:15 &:30 ,. , 5 " " . , 20 , " 5 02 3 n " .. 8:30 8:45 " , , " " , , 22 , " , " , 02 , " I 8:45 lI:<lCl " . 3 " " 2 , " . '" , 02 . " , " PEAK HOUR 7:30 8:30 50 .. 22 .. '35 '" " m ., '" " " .. 35' .. '31 -'" 170-> ""-, 3111_> ...~ - 230-' 185_> "'-, "'-, I CMfI'C~ N' SB EB wo P."Hcu8)'~ 7:CJ0..8:00 ,., 32' ,.. "" 7154:15 no 310 20. m 7:30.8:30 '" '" 310 ... 7:~1:45 ,,, 230 ,., ." I 8:01>8:00 ", ,., 3<1 '" MuiIrun PI.II How try .w-cn no 310 3<1 ... Petlkl5-Mn.t:ry~ .. 11' " '" 4.~1""".t:ry~ '" ... 312 - F'HFfotnch~ 002 0.12 0." 0.'1 I P....... - ........ E_ - " Th " " Th " " Th " " '" '" 7:OQ-800 0 0 0 0 0 0 0 0 0 0 0 0 7:154:15 " '00 '" ,<0 113 " 0 0 0 0 0 0 730-&:30 0 0 0 0 0 0 0 0 0 <0 3" .. 7:454:45 0 0 0 0 0 0 0 0 0 0 0 0 I 8:00-8:00 0 0 0 0 0 0 30 ,.. 32 0 0 0 ,- " '00 20 '<0 113 .. " ,.. 32 <0 30' .. .." - " '" . ,.. '" " " ". " <0 ... '31 I EVEN'.. , ~ - ........ E._ - - " eT '" 'T T_ eT '" '" TO.' eT '" '" T_ eT '" '" T_ 4:00 4:15 12 . 3 10 " . 11 20 " ,<0 31 '" , ", " ". 4:15 4:30 13 , , ,. " 3 . 32 ,. ". 23 ,,, , '" " ,.. I 4:30 4:45 " , , 32 22 . 12 <0 23 ,., 32 2" 11 "" 22 '00 'us 5:00 " . , " " . , 31 " '52 '" 2lXI . ,,, ,. ,.. 5:00 5;15 ,. . " '" 21 " , " " ,<1 30 "" , 121 3T ,. 5:15 5:30 " , . 32 ,. . , 30 31 '" 20 ,0< , 112 " '" 5:30 5:45 13 . 12 31 " , , " " ,<2 '" '" " ", ,. '" 5:45 ':00 ,. , " 32 " , " " 20 ". ,. '" ,. '" " '00 I PEAK HOUR 4:30 5:30 OJ ,. " " " ,. 35 <0 .. ... 'OT 31' 30 .." '" ,. - 118_> 1311_> 801-> "'~ - ~ 241-> 1n-> "'~ 575-> CMPCeicUoti_ NO " ,. wo I PNllHoll'8y~ 4:00.5:00 '" '''' TOO '" 4:15-5:15 '" '30 '" ... 4:31).5:30 "' '30 50' '" 4:46-5:,., '" '20 m ... 5:lJG.e:OO 123 '30 no ... I "'--PeakHoll'by~ '23 '" ." ... PIHlI:1~.by~ch " " 211 ,. 4.Pulc15-tnin_by~ 132 '50 ... ... PHF lilt PINk 1S-Mn inlervaI 0" 0_87 0." 0." P'.15-MrwJ:, -- ........ ..- - I eT Th AT eT '" AT LT '" '" eT '" '" 4:00.5:00 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 " .,. '02 0 0 0 4:31).5:30 0 0 0 " ,. .. 0 0 0 0 0 0 4:.s.$:45 0 0 0 0 0 0 0 0 0 0 0 0 5:lJG.e:00 .. 32 ., 0 0 0 0 0 0 .. ... ,,. I ;:"AaaliM .. ;: <2 " ,': ;: : :"~8 1~ ., ... .~ .. .. M ., ." I LANES: NL o NT 1 NR o SL o ST 1 SR o EL 1 ET 1 ER o WL 1 WT 1 WR o TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: TUESDAY PROJECT# 0316008P ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 4 .2 9 10 3 2 7 9 1 1 10 1 '59 15 PM 6 6 11 9 2 2 12 14 3 2 11 2 80 30 PM 18 1 14 11 5 1 6 21 2 4 9 1 93 45 PM 21 4 18 9 1 3 2 30 6 7 13 9 123 5:00 PM 17 3 21 7 1 1 7 35 9 5 19 5 130 15 PM 15 2 30 12 2 2 3 29 11 9 21 4 140 30 PM 17 3 31 13 2 1 4 21 8 10 18 10 138 45 PM 12 3 28 11 1 1 2 18 7 11 17 9 120 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 110 24 162 82 17 13 43 177 47 49 118 41 883 PM Peak Hr Begins at 445 PM PEAK VOLUMES = 70 12 100 41 6 7 16 115 34 31 71 28 531 ADDITIONS:2-WAY STOP NORTHBOUND/SOUTHBOUND I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ,; <',~ N-S STREET: ORANGE DATE: 6/2/98 E-W STREET: HIGHLAND DAY: TUESDAY CITY: SAN BERNARDINO ============================================================================= PROJECT# 0316009P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANES: NL 1 NT 1 NR o SL 1 ST 1 SR o EL 1 ET 2 ER o WL 1 WT 2 WR o TOTAL ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 12 4 3 13 4 11 15 149 21 5 101 13 351 15 PM 13 6 5 15 3 9 14 156 23 6 119 15 384 30 PM 19 7 6 22 6 12 23 161 27 11 127 22 443 45 PM 17 4 5 18 5 8 26 152 22 9 117 28 411 5:00 PM 16 6 11 21 10 7 29 147 30 8 121 37 443 15 PM 11 7 9 14 8 8 21 135 28 8 112 31 392 30 PM 13 6 12 16 6 7 23 142 22 10 119 29 405 45 PM 14 8 10 17 5 11 20 153 24 14 114 32 422 6:00 PM 15 PM 30 PM 45 PM ============================================================================= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 115 48 61 136 47 73 171 1195 197 71 930 207 325'1 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 63 24 31 75 29 35 99 595 107 36 477 118 1689 ADDITIONS: SIGNALIZED LANES: NL 1 NT 1 NR o SL 1 ST 1 SR o EL 1 ET 2 ER o WL 1 WT 2 WR o TOTAL I I I I I I I I I I I I I I I I I I I 98 .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ORANGE DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316009A ============================================================================= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 16 3 2 9 3 18 4 49 7 2 51 4 168 15 AM 13 16 3 22 10 15 5 37 6 7 65 14 213 30 AM 11 24 4 31 31 21 9 48 14 16 -106 29 344 45 AM 15 33 5 50 43 18 11 64 10 8 97 31 385 8:00 AM 19 27 8 37 29 11 14 57 9 13 71 22 317 15 AM 14 5 5 17 4 7 9 68 5 3 77 16 230 30 AM 11 7 6 10 5 7 7 79 7 6 82 7 234 45 AM 10 4 3 11 2 5 6 80 6 4 81 8 220 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30. AM 45 AM ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 109 119 36 187 127 102 65 482 64 59 630 131 213:1 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 59 89 22 135 107 57 43 237 38 40 351 98 1276 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I n .259 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PALM DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316010A ============================================================================= LANES: NORTHBOUND NL NT NR 2 1 1 SOUTHBOUND SL ST SR 120 EASTBOUND EL ET ER 1 2 0 WESTBOUND WL WT WR 1 2 0 TOTAL ============================================================================= 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 10 5 2 3 9 18 7 41 11 5 36 3 150 15 AM 15 4 1 4 8 17 6 37 13 6 42 2 155 30 AM 26 6 9 8 12 42 9 57 1'8 7 89 6 289 45 AM 31 11 8 9 21 36 23 71 29 10 79 7 335 8:00 AM 22 13 6 5 18 28 18 58 21 8 64 9 270 15 AM 13 31 16 13 33 28 24 46 24 12 59 14 313 30 AM 17 28 13 9 29 32 18 51 23 9 50 17 296 45 AM 20 37 9 11 41 33 28 48 16 8 44 12 307 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ======================================================================--====== TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 154 135 64 62 171 234 133 409 155 65 463 70 2115 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 83 83 43 36 101 124 83 226 97 39 252 47 1214 ADDITIONS: SIGNALIZED Filename: Location: PA1.MHIGH..xLS Palm AveJHigklllnd Ave. I Tuming Uo.emel4 Counts Per CMP Requirements I 98 .259 _bound Southbound Ea-"nd Westbound I LT Th 1 R'T LT 1 Th I R'T LT I Th I RT LT I Th I R'T ~Pe.kHour 14 1281 52 46 I 147 I 147 101 1 2741 ,," 41 I 326 I 40 ~k Hour Factor 0.05 0.82 0.83 0.89 PM Peak Hour 158 1091 133 001 7.1 104 791 5431 141 "714571 39 ~k Hour Factor 0.85 0.80 0.96 0.94 I I "'" """~NG -- .......... "- w_ ..., '0 " Th " ,.. " Th " ,.. " Th " ,.. " Th " ,.. 700 715 " . , " , . 11 '" 7 " " 50 . .. , ~ 715 7,30 " . , 20 . . " " . " " 50 . " , 50 7:30 7:45 " . . " . " " " . " 11 .. 7 .. , ." 745 8:00 " " , 50 . " .. oo " " " '" " " 7 oo 8:00 8:15 22 " , " . 11 " " 11 " " " , .. , " 815 8:30 " " ,. '" " " " " " .. " .. " 50 " 05 8;30 8:45 " " " " . " " " 11 " " " . 50 " " 8;45 900 20 " . oo " " " .. " .. 11 " , ~ " .. ......HOUR 7." ':45 " " " .. ,. '" '" 05 " '" " ,,, ,. '" " '" -. 209-> "'~ ""'-> "'-> - 21)-> 237-> ""-> 458_> eMf' CIIIcuIiIIi_ NO S8 E. W8 PMki1au'"By~ 7:QO..I:00 '" '" '" '" 7:15-f:15 '" 201 "'" '" 7:>>a:3O '" '" ,.. ... 7:4W:45 '" '" "'" ,,. 8:00-9:00 '" '''' '" ... MIlOnun PnII HDLrby"'lIh '" '''' "'" ... Pnk1s.Mn,by~ oo .. ,,, "" 4'PHk1~n.by___1Ih ,.. "" ... "'" PHFfllr..ch~ 0.05 0.'2 0." 0.. -- -- .......... ea_ -... " Th " " Th '" " Th '" " Th '" 7:OCH:OO 0 0 0 0 0 0 0 0 0 0 0 0 7;15-f:15 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 37 '" ,. 7:4&-8:45 0 0 0 0 0 0 " '" " 0 0 0 8:00-9:00 n '00 ~ ,. '" '" 0 0 0 0 0 0 ,- n '00 .. ,. '" '" " '" " 37 ,': ,. -- .. '" " .. '" '" ,ot '" '" " .. EVENING -- -- ea_ -... ..., w " Th '" ,.. " Th '" ,.. " Th " ,.. " Th '" ,.. 4:00 4:15 20 ,. ,. oo " . " " " '" " m 20 '" 7 ,.. 4:15 4:30 21 " " " , " " " " '" " 'oo " '02 '0 ". 4:30 4:45 " " 22 n , " " .. " ,,. " '" 11 .. " '" 4:45 5:00 ,. ,. " '''' " ,. 21 '" 22 '" ,. 'oo ,. oo ,. '" 5:00 5:15 .. " " " . " 22 " 11 ,,. 37 '" " '" . ,,. 5:15 5:30 '" " " n " " 11 .. " '" ,. '''' " '" . ,.. 5:30 5:45 " " " oo " " " ~ " 1112 22 ,.. " ,oo . ,'" 5;45 ,.. " ,. " ., " " " ,. 11 "0 " ,.. " '12 . ,.. ........... 4:30 5:30 "" .. '" '''' " 50 oo '" " "" '" ,ot oo ... " ,.. - '''~ 1"_> "'~ '37~ -, '''~ 210-> "'-> ~ ...~ CMP CMUoli_ ... so E8 W8 P..aHou"By~ch 4:00-5:00 .,. '" 703 "" 4:15-5:15 '" '" 717 '" 4:>>5:30 ,., '" '" .37 4:~:'" '" '02 700 ... 5:QO.fI:OO ... '" .., "" ~PnlrHou"tIy~ '" '02 '" ... Pnlc1iWAn.by~ch '''' '" ,., ,.. 4'PnII1~.by~ch <<Xl ,.. ,.. ... PHf for PMk 15-rrin......., 0.. 0'" 0." 0" Pnk15-M..... -.. .......... ,,- w_ " Th '" " Th '" " Th '" " Th '" 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 '" " '" 0 0 0 " "" ". 0 0 0 4:*5:45 0 0 0 .. " " 0 0 0 02 430 37 5:CJO..e;OO 0 0 0 0 0 0 0 0 0 0 0 0 ~_M '" .. .~~3 .. ., ,:; " ~~ '" :: .~~ ;.' '" '00 00 " " " I I I I I I I I I I I I I I I LANES: NORTHBOUND NL NT NR 211 SOUTHBOUND SL ST SR 120 EASTBOUND EL ET ER 120 WESTBOUND WL WT WR 120 TOTAL I I I I I I I I I I I I I I I I I I I SOUTHLAND CAR COUNTERS 98 .259 VEHICLE AND MANUAL COUNTS N-S STREET: PALM DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316010P ============================================================================= ============================================================================= 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 20 19 26 10 9 23 14 122 41 20 113 7 424 15 PM 27 23 21 8 14 19 16 119 31 22 102 10 412 30 PM 32 18 22 7 15 18 12 126 33 18 85 11 397 45 PM 39 26 35 14 19 27 22 131 36 26 99 16 490 5:00 PM 35 28 29 9 11 22 18 136 37 23 107 6 461 15 PM 29 21 27 13 14 19 24 127 29 19 118 9 449 30 PM 31 15 23 12 17 15 21 103 22 14 106 6 385 45 PM 27 16 18 10 12 16 16 110 19 15 112 8 379 6:00 PM 15 PM 30 PM 45 PM ===========================--===========================================--===== TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 240 166 201 83 111 159 143 974 248 157 842 73 3397 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 135 93 113 43 59 86 76 520 135 86 409 42 1797 ADDITIONS: SIGNALIZED I I ~ ') .259 0 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS I ~-S STREET: BOULDER DATE: 6/25/98 CITY: SAN , BERNARDINO I E:-W STREET: HIGHLAND DAY: THURSDAY PROJECT# 0371002P I NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER I'lL WT WR TOTAL LANES: 1 1.5 0.5 1 2 0 1 2 0 1 2 1 I 2:00 PM 15 PM I 30 PM 45 PM 3:00 PM 15 PM I 30 PM 45 PM 4:00 PM 31 23 10 10 21 19 8 33 42 23 47 30 297 I 15 PM 27 19 7 21 14 17 13 28 33 26 52 29 286 30 PM 14 29 9 18 25 23 17 44 43 34 49 24 329 45 PM 28 31 12 14 19 26 24 23 37 38 33 32 317 5:00 PM 40 38 9 26 28 22 19 39 49 37 47 45 399 I 15 PM 32 24 6 18 24 28 21 40 44 32 54 37 360 30 PM 34 30 5 13 24 24 17 34 47 29 48 33 338 45 PM 23 37 10 17 14 18 18 29 38 33 53 24 314 I 6:00 PM 15 PM 30 PM I _ 45 PM rOTAL NL NT NR SL ST SR EL ET ER I'lL \liT WR TOTAL VOLUMES = 229 231 68 137 169 177 137 270 333 252 383 254 2640 I PM Peak Hr Begins at 445 PM IPEAK VOLUMES = 134 123 32 71 95 100 81 136 177 136 182 147 1414 ADDITIONS: SIGNALIZED I I I I I I 98 .259 SOUTHLAND CAR COUNTERS I VEHICLE AND MANUAL COUNTS ~-S STREET: BOULDER DATE: 6/25/98 CITY: SAN I . BERNARDINO E;-W STREET: HIGHLAND DAY: THURSDAY I PROJECT# 0371002A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1.5 0.5 1 2 0 1 2 0 1 2 1 6:00 AM I 15 AM 30 AM I 45 AM 7:00 AM 22 17 3 8 14 12 7 13 29 20 69 28 242 15 AM 19 14 5 10 21 18 10 17 38 17 62 24 255 I 30 AM 31 28 7 17 24 13 13 19 24 28 76 33 313 45 AM 39 22 4 17 28 21 11 24 43 21 74 40 344 8:00 AM 43 31 8 21 34 27 19 27 56 25 87 43 421 15 AM 32 30 9 21 32 24 20 19 47 34 71 39 378 I 30 AM 38 29 6 14 29 19 17 22 51 29 77 41 372 45 AM 34 24 6 18 31 22 14 23 49 25 64 37 347 9:00 AM I 15 AM 30 AM 45 AM 10:00 AM I 15 AM 30 AM 45 AM I TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ITOLUMES = 258 195 48 126 213 156 111 164 337 199 580 285 2672 AM Peak Hr Begins at 800 AM I PEAK I ITOLUMES = 147 114 29 74 126 92 70 91 203 113 299 160 1518 ADDITIONS: SIGNALIZED I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 APPENDIX C EXISTING CONDITIONS INTERSECTION ANALYSIS , . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MITIG8 Thu Jul 2, 1998 08:10:33 Page 1-: -------------------------------------------------------------------------------- n ., Jj .259 Patton Station Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy, EB Off Ramp (NS) / Highland Ave, (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol. /Cap. (X): 0 .443 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 7.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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 Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: ' Base Vol: 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj: 1.00 1,00 1.00 1.00 1.00 0.00 1.00 1.00 1,00 1.00 1,00 1.00 Initial Bse~ 0 0 0 647 0 0 0 308 0 0 412 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00.1.00 1.00 0.79 1.00 0.00 1.00 0.89 1.00 1.00 0.80 '1.00 PHF Volume: 0 0 0 819 0 0 0 346 0 0 515 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 819 0 0 0 346 0 0 515 0 PCE Adj: 1.00 1.00 1.00 1.00 1,00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0,00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 819 0 0 0 346 0 0 515 0 S~t~;~ti;~-Fi;~-~;d~i~~-----II---------------II---------------II---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0,94 1.00 1.00 0.89 1.00 1.00 0,94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1,00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------1---------------1 1---------------1 1---------------1 I---c-----------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.26 0.00 0.00 0,00 0.10 0.00 0.00 0.14 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.32 0.00 0.00 0.32 0.00 Volume/Cap: 0.00 0.00 0.00 0.44 0.00 0.00 0,00 0.30 0.00 0.00 0.44 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 0,0 0.0 0.0 4.8 0.0 0.0 0.0 9.9 0.0 0.0 10.6 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: 0.0 0.0 0.0 4,8 0.0 0,0 0.0 9.9 0.0 0.0 10.6 0.0 Queue: 0 0 0 8 0 0 0 4 0 0 7 0 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 07:41:45 Page 1-: I -------------91j--iZ51r--------------------------------------------------------- . Patton Station Existing . PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report . 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave, (EW) ********************************************************************************. Cycle (see): 60 Critical Vol./Cap, (X): 0.580 Loss Time (see): 6 (Y+R = 4 see) Average Delay (sec/veh): 8,3 Optimal Cycle: 60 Level Of Service: B ********************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R c~~~~~i~----I----~~~i~~~d--II----~~~i~~~dull----~~~i~~~dull--u~~~i~~~dul. Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ~~i~~~ - ~~d~i~ ~ - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - 11- - - - - - - - - - - - - - -I . Base Vol: 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1,00 1.00 1.00 1.00 1.00 1.00 . Initial Bse: 0 0 0 861 0 0 0 819 0 0 643 0 User Adj: 1.00 1.00 1,00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.97 1.00 0.00 1.00 0.93 1.00 1.00 0.95 1.00 PHF Volume: 0 0 0 B88 0 0 0 881 0 0 677 O' Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 888 0 0 0 881 0 0 677 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 . Final Vol.: 0 0 0 8B8 0 0 0 8B1 0 0 677 0 s~~~~~~i~~-;l~~-~~d~i~~---ull---------------II-------------ull-_u____u_____1 Sat/Lane: i800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 c~~~~i~;-~~i;~i~-~~d~i~~---II---------------II---------------II---------------1 I Vol/Sat: 0.00 0.00 0.00 0.28 0.00 0.00 0.00 0.24 0.00 0.00 0.19 0.00 Crit Moves: **** **** I Green/CYCle: 0.00 0.00 0.00 0.48 0.00 0.00 0.00 0.42 0.00 0.00 0.42 0.00 Volume/Cap: 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.58 0.00 0.00 0.45 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: . Delay/Veh: 0.0 0.0 0.0 7.7 0.0 0,0 0.0 9.0 0.0 0.0 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: 0.0 0.0 0.0 7.7 0.0 0.0 0.0 9.0 0.0 0.0 8.1 0.0 Queue: 0 0 0 11 0 0 0 11 0 0 8 0 I ******************************************************************************** . . . I o Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I MITIG8 ------------------------------------------------- Thu Jul 2, 1998 08:10:36 !) ,," - 259' Patton Station Existing AM Peak Hour " .. ------------------------------- Page l-: -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave, (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical vol./Cap. (X): 0.819 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 29.6 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** 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 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 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: Base Vol: 246 119 66 29 273 314 76 613 285 130 835 124 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 Bse: 246 119 66 29 273 314 76 613 285 130 835 124 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: 0.65 0.65 0,65 0.85 0.85 0.85 0.80 0.80 0,80 0.790,79 0.79 PHF Volume: 37B 1B3 102 34 321 369 95 766 356 165 1057 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 378 183 102 34 321 369 95 766 356 165 1057 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.: 378 1B3 102 34 321 369 95 766 356 165 1057 157 ~~~~;~~i;~-;i;~-~;d~i~~-----II---------------II---------------II---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1BOO 1800 Adjustment: 0.94 1.00 1,00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.61 0.39 Final Sat.: 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4702 698 ------------1---------------1 1---------------1 1------_________1 1_______________1 Capacity Analysis Module: VOl/Sat: 0.22 0,10 0.06 0.02 0.18 0.20 0.03 0.21 0.20 0.10 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.27 0.3B 0.38 0.14 0.25 0.25 0.08 0.26 0.26 0.12 0.29 0.29 VOlume/Cap: 0.B2 0.27 0.15 0.14 0.71 0,82.0.36 0.82 0.76 0.82 0.76 0.76 ------------1---------------1 1---------------1 1-------________1 1_______________1 Level Of Service Module: Delay/Veh: 34.2 16.6 15.8 29.2 28.3 31.9 33.9 31.1 31.4 48.7 26.4 26.4 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: 34.2 16.6 15.8 29.2 28,3 31,9 33.9 31.1 31.4 48.7 26.4 26.4 Queue: 13 4 2 1 10 13 3 25 12 6 33 6 ******************************************************************************** Traffix 6,8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Page 1-: I -------------------------------------------------------------------------------- I -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HOM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 90 Critical Vol./Cap. (Xl: 0,729 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 90 Level Of Service: D I ******************************************************************************* 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---;;~~;~~;~-__II Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 ~~~:~~------I-:--~--:--~--~-II-:--~-_:--:--~-II-:--~--:--~--:-II-:--~__:__:__~_II Volume Module: Base Vol: 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj: 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 Initial BS6: 135 81 33 79 173 130 286 1051 332 149 1099 169 User Adj: 1..00 1. 00 1. 00 1. 00 1. 00 1. DO 1. 00 1. 00 1. 00 1. 00 1. 00 .1. 00 PHF Adj: 0.75'0.75 0.75 0.90 0.90 0.90 0.88 0.88 0.88 0.87 0.87 0.87 I PHF Volume: 180 108 44 88 192 144 325 1194 377 171 1263 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 lOB 44 88 192 144 325 1194 377 171 1263 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 I MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 180 108 44 88 192 144 325 1194 377 171 1263 194 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~:~/~:~~~n F ~~o~o~~~~: IBOO 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.B9 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.14 0.86 2.00 2.00 1.00 1.00 2.60 0.40 ~~~~:-~~::~-I :~~~-:~~~--:~~~ II :~~~-:~:~--::~: II ::~~-:~~~--:~~~ II :~~.~-~~~:---~:: II Capacity Analysis Module: Vol/Sat: 0.11 0.06 0.02 0.05 0.09 0.09 0,10 0.33 0.21 0.10 0.27 0.27 Crit Moves: **** **** **** **** I Green/Cycle: D.ll 0.30 0.30 0.11 0.30 0,30 0.11 0.34 0.34 0.11 0.34 0.34 VOlume/Cap: 0.95 0.20 0.08 0.47 0.31 0.31 0.91 0.96 0.61 0.91 0.78 0.78 ------------1---------------1 1---------------1 1---------------1 1-------________1 Level Of Service Module: I Delay/Veh: 63.5 15.2 14.6 25.6 15.8 15.8 45.0 31.6 17.1 53.6 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: 63.5 15.2 14.6 25.6 15.8 15.8 45.0 31.6 17.1 53.6 18.7 18.7 I Queue: 7 2 1 2 4 3 11 35 8 6 29 5 ******************************************************************************** MITIG8 Thu Jul 2, 1998 07:41:49 98 .259 Patton Station Existing PM Peak Hour I Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 -------------------------------------------------------------------------------- Thu Jul 2, 1998 08:10:40 Page :-: 98.259. Patton Station Existing AM Peak Hour , ( " . -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HeM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave. (NS) / SR-30 Fwy, SB On Ramp (EW) ******************************************************************************** Average Delay (sec/veh): 1.4 Worst Case Level Of Service: B ******************************************************************************** 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 1 0 2 0 0 0 0 0 0 0 0 00 0 0 ------------1---------------1 1---------------1 1--------------_1 1--_____________1 Volume Module: Base Vol: 0 402 99 207 442 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: 0 402 99 207 442 0 D 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 0.76 0.76 0.81 0,81 1.00 1.001',00 1.00 1.001.00 1.00 PHF Volume: 0 529 130 256 546 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 529 130 256 546 0 0 0 0 0 0 0 ------------I----~----------I 1---------------1 1---------------1 1------------___1 Adjusted Volume Module: Grade: Ot Ot Ot Ot t Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx t TruCk/COmb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 529 130 281 546 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1------------___1 1-______________1 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Cri tical Gp: xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1----------_____1 1--_____________1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 759 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx XXXXX 1.00 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Move Cap.: xxxx xxxx XXXXX 759 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX ------------1---------------1 1---------------1 1----------_____1 1-______________1 Level Of Service Module: Stopped Del: XXXXX xxxx XXXXX 7 .1 xxxx XXXXX XXXXX 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 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx XXXXX xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 0.0 2 ,4 0 . 0 0 . 0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Page l-: I -------------------------------------------------------------------------------- I Thu Jul 2, 1998 07:41:53 98 .259 Patton Station Existing PM Peak Hour -------------------------------------------------------------------------------- . Level Of Service Computation Report I 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************* Intersection #28 Arden Ave. (NS) / SR-30 Fwy, SB On Ramp (EW) *******************************************************************************1 Average Delay (sec/veh): 1.6 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~:':~:~~ ~ - - - I - ~ - - - - - ~ - - - - - ~ - II - ~ - - - - - ~ - - - - - ~ - II - ~ - - - - - ~ - - - - - ~ - II - ~ - - - - - ~ - - - _ _ ~ _I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include. ~~~:~~------I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~--~--~__~_~ Volume Module: Base Vol: 0 238 70 330 419 0 0 0 0 0 0 01 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. DO Initial Bse: 0 238 70 330 419 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 0.86 0.86 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.001 PHF Volume: 0 277 81 355 451 0 0 0 U 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 o. 0 0 0 0 Final Vol.: 0 277 81 355 451 0 0 0 0 0 0 0 ~dj~~~~d-~;i~~~-~;d~i~~-----II--------n-----II----------n---II---------------11 Grade: 0" 0" 0" 0" " Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx " Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I . PCE Adj: 1.10 1.00 1.00 1.lD 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I ~~~-~~:~~___In_~n~~~__n~~ 11_==~n~=~_____~ II---~____~n_n~ II---~-___~___n~ I Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Cri tical Gp: xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 358 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I Potent Cap.: xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 1101 xxxx xxxxx . xxxx xxxx xxxxx xxxx xxxx xxxxx ~~~~i-;f-S~~i;~-~;d~i~~----II-n-------n--- II---------n----II---------______II Stopped Del: xxxxx xxxx xxxxx 4.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * I 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * I ApproachDel: 0.0 2.2 0.0 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: prot+permit Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ~~~~~~~r~d~it~:~---::n-::: II--::nn:-h-:: II--::-_:~~-nh: II-h:--:::-h-:: I Growth Adj: 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 Initial Bse: 207 16 110 16 0 16 11 643 0 0 866 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 PHF Adj: 0.81 0.81 0.81 0.80 1.00 0.80 0.78 0.78 1,00 1.00 0.81 0.81 PHF Volume: 256 20 136 20 0 20 14 B24 0 0 1069 16 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 20 136 20 0 20 14 824 0 0 1069 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 I MLF Adj: 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-~~~n-~~---:=~ II--~~n__~_n_~~ II--::n~~:nn_~ II---~-:~~:--h:~ I Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IBOO 1800 Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.13 0.87 1.00 0.00 1.00 1,00 2.00 0.00 0.00 1.97 0.03 Final Sat.: XXXX 231 1569 1700 0 1800 1700 3600 0 0 3547 53 I c~~~;i~~-~~i~~i~-~~d~i~~-hll-h-nnn--h-Ilnnn---nnhll--h-nn___n_1 Vol/Sat: 0.00 0.09 0.09 0.01 0.00 0.01 0.01 0.23 0.00 0.00 0.30 0.30 Crit Moves: **** **** **** **** I Green/Cycle: 0.32 0.32 0.32 0.18 0.00 0.18 0.08 0.58 0.00 0.00 0.50 0.50 ~~:~~:~~~~~-I ~~~~_~~~~h~~~~ II ~~~~-~~~~--~~~~ II ~~:~-~~=:--~~~~ II ~~~~-~~~~--~~~~ I Level Of Service Module: I Delay/Veh: 31.7 19.9 19.9 26.2 0.0 26.1 32.9 8.8 0.0 0.0 14.3 14.3 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: 31.7 19.9 19.9 26.2 0.0 26.1 32.9 8.B 0.0 0.0 14.3 14.3 Queue: 8 1 3 1 0 1 0 15 0 0 26 1 I ******************************************************************************** -----------~8--~2-59------------~~~~~~-~~~~i~~---------------------------------- Existing AM Peak Hour Thu Jul 2. 1998 08:10:43 paqe :-: -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave, (EW) ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap, (X): 0,446 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 14.9 Optimal Cycle: 120 Level Of Service: B ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 08:14:59 Page 1-1 I I ----------------------------------------------------------------------------- 98 .259 ,Patton Station Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave, (EW) ********************************************************************************1 Cycle (sec): 120 Critical Vol./Cap. (X): 0.555 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15,1 Optimal Cycle: 120 Level Of Service: C ********************************************************************************1 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: prot+permit Permitted Protected Permitted I Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 ~~~:~ ~ - - - - - - I -: - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - : - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II Volume Module: Base Vol: 244 12 116 15 0 17 22 1155 0 0 1151 1B Growth Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1..00 1. 00 1. 00 1. DO 1. DO I Initial Bse: 244 12 116 15 0 17 22 1155 0 0 1151 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: 0.94 0.94 0.94 0.67 1.00 0.67 0.91 0.91 1.00 1.00 0.83 0.83 PHF Volume: 260 13 123 22 0 25 24 1269 0 0 1387 22 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 13 123 22 0 25 24 1269 0 0 1387 22 PCE 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 I MLF AdJ: 1.00 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 13 123 22 0 25 24 1269 0 0 1387 22 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~~~/~~~~~n F ~~o~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.10 0.90 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 ~~~~:-~~::~-I~--:~:--:~:~ II :~~~----~--:~~~ II :~~~-:~~~-----~ II---~-::~~----:~ II capacity Analysis Module: Vol/Sat: 0.00 O.OB 0.08 0.01 0.00 0.01 0,01 0.35 0.00 0.00 0.39 0.39 Crit Moves: **** **** **** **** I Green/CYCle: 0.29 0.29 0.29 0.18 0.00 D.18 0.08 0.61 0.00 0.00 0.52 0.52 VOlume/Cap: O.DO 0.26 0.26 0.07 0.00 0.08 0.17 0.58 0.00 0.00 0.75 0.75 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/Veh: 33.5 21.1 21.1 26.2 0.0 26.2 33.1 9.5 0.0 0.0 15.6 15.6 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: 33.5 21.1 21.1 26.2 0.0 26.2 33.1 9.5 0.0 0.0 15.6 15.6 I Queue: 9 0 3 1 0 1 1 26 0 0 37 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I MITIG8 ------------------------------------------------------------------------------~- Thu Jul 2, 1998 08:10:48 Page :- ~ ') " ~ j .259 Patton Station Existing AM Peak Hour '-", -) -------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 71 Critical vol. /Cap, (X): 0.379 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 14.9 Optimal Cycle: 71 Level Of Service: B ******************************************************************************** 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 Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 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 Volume Module: Base Vol: 64 54 32 23 169 51 16 296 35 33 393 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: 64 54 32 23 169 51 16 296 35 33 393 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:0.80 0.80 0.80 0.82 0.82 0.82 0.93 0.93 0.93 0.76 0.76 0.76 PHF Volume: 80 68 40 28 206 62 17 318 38 43 517 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 68 40 28 206 62 17 318 38 43 517 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.: 80 68 40 28 206 62 17 318 38 43 517 36 s~~~~~~i;~-Fi;~-~;d~i~~--u-llu-uu_uu---I/---------u----II--_u__________1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1BOO 1800 1800 1800 1800 Adjustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.79 0.21 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3216 3B4 1700 3600 1800 ------------1---------------1 1---------------1 1---------______1 1_______________1 Capacity Analysis Module: VOl/Sat: 0.00 0.04 0.02 0.00 0.11 0.03 0.01 0.10 0.10 0.03 0.14 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.49 0.31 0.31 0.49 0.31 0.31 0,14 0.24 0.24 0.14 0.24 0.24 VOlume/Cap: 0.00 0.12 0.07 0.00 0.37 0.11 0,07 0.41 0.41 0.18 0.60 0.08 ------------/---------------11---------------11---------------11-______________1 Level Of Service Module: Delay/Veh: 17.8 11.4 11.2 17.2 12.5 11.3 17.1 14.9 14.9 17.4 16.3 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: 17,B 11.4 11.2 17.2 12.5 11.3 17.1 14.9 14.9 17.4 16.3 13.5 Queue: 1 1 1 0 3 1 0 5 1 1 9 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R,K & J.K, Newport Beach 98 .259 Patton Station Existing PM Peak Hour page:-: I - - - - - - - - - - - - - - - - - - I MITIG8 Thu Jul 2, 1998 07:41:58 -------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) **********************************~********************************************1 Cycle (sec): 71 Critical Vol. /Cap. (X): 0,427 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 19,0 Optimal Cycle: 71 Level Of Service: C *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i ~ -- --1- - ~~;~~~~~i~ --11-- ~~;~~~~~i~ --11-- - ~~;~~~~~d -- -II -- - ~~;~~~~~d -- -'I Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ~~~=~:------I-~--~--~--~--~-II-~--~--~--~--~-II-~--~--~--~--~-II-~--~--~--~--~-II Volume Module: Base Vol: 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj: 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 Initial Bse: 32 136 44 37 107 24 55 682 70 43 549 45 User Adj: 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0,82 0.880.B8 0.88 0.99 0.99 0.99 0.93 0.93 0.93 I PHF Volume: 39 166 54 42 122 27 56 689 71 46 590 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 166 54 42 122 27 56 689 71 46 590 48 PCE Ad~: 1.00 1.0.0. 1.00 1.0.0 1.00. 1.00 1.0.0 1.00. 1.00 1.00 1.00. 1.0.0. I MLF AdJ: 1.00. 1.0.0 1.0.0 1.0.0. 1.0.0. 1.00. 1.00. 1.00. 1.0.0. 1.0.0. 1.00. 1.0.0 Final Vol,: 39 166 54 42 122 27 56 689 71 46 590. 4B ------------1---------------1 1---------------1 1---------------1 1---------------1 ~~~/~~;;~n F ~~D~o~~~~: 180.0. 180.0. 18DO 1800 180.0 180.0 1800 1800 1800. 180.0 I AdJustment: xxxx 1.00 1.0.0. XXXX 1.00. 1,00 0.94 1.00 1.00 0..94 1.0.0. 1.0.0. Lanes: 1.00 1.00 1.0.0 1.0.0. 1.00 1.00. 1,00. 1.81 0.19 1.0.0 2.00 1.0.0. ~~~~:-~~:~:-I~-:~~~--~~~~ II~-:~~~--:~~~ II :~~~-:~~~---::~ II :~~~-:~~~--:~~~ II Capacity Analysis Module: VOl/Sat: 0..00. 0..0.9 0.03 0.0.0. 0..0.7 0..01 0..0.3 0.21 0..21 0..0.3 0..16 0..0.3 Crit Moves: **** **** **** **** I Green/CYCle: 0..49 0.31 0..31 0.49 0..31 0..31 0.14 0..24 0..24 0..14 0..24 0..24 VOlume/Cap: 0..00 0..30. 0..10. 0..00 0.22 0.05 0.23 0..88 0..88 0..19 0..68 0.11 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/veh: 17.3 12.1 11.3 17.4 11.8 11.1 17.6 24.3 24.3 17.4 17.4 13.6 User DelAdj: 1.00. 1.0.0. 1.0.0. 1.00 1.0.0. 1.00 1.0.0 1.0.0. 1.0.0. 1.0.0. 1.0.0 1.00 AdjDel/Veh: 17.3 12.1 11.3 17.4 11.8 11.1 17.6 24.3 24.3 17.4 17.4 13.6 I Queue: 1 3 1 1 2 0. 1 15 3 1 11 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Thu Jul 2, 1998 08:10:53 Page :- ~ --------------------------------------.------------------------------------------ OS ,259 Patton Station Existing AM Peak Hour ',_. " [', -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave, (NS) / Pacific St, (EW) ******************************************************************************** Cycle (see): 60 Critical Vol./Cap, (X): 0.471 Loss Time (see): 9 (Y+R = 4 see) Average Delay (sec/veh): 10,9 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 DOl! 0 0 ------------I-------------~-I 1---------------1 1---------------1 1----------_____1 Volume Module: Base Vol: 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj: 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1,00 1.00 1,00 1,00 Initial Bss: 91 276 36 82 208 44 30 216 159 34 114 60 User Adj: 1..00 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 0.94 0,94 0.94 0.82 0.82 0.82 0.91 0.91 0.91 PHF Volume: 96 291 38 87 221 47 37 263 194 37 125 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 291 38 87 221 47 37 263 194 37 125 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.: 96 291 38 87 221 47 37 263 194 37 125 66 S~t~~~ti;~-Fi;~-~;d~i~~-----II---------------II---------------II---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.88 0.12 1.00 0.82 0.18 0.12 0.88 1,00 0.16 0.55 0.29 Final Sat,: 1700 1592 208 1700 1484 316 222 1578 1800 292 987 521 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.18 0.18 0.05 0.15 0.15 0.17 0,17 0.11 0.13 0.13 0.13 Crit Moves: **** **** **** Green/Cycle: 0.19 0.36 0.36 0.17 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 VOlume/Cap: 0.30 0.51 0.51 0.31 0.44 0.44 0,51 0.51 0.33 0.39 0,39 0.39 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 13.7 10.4 10.4 14.4 10.4 10,4 11.2 11.2 10.0 10.3 10.3 10.3 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: 13.7 10.4 10.4 14.4 10.4 10,4 11.2 11.2 10.0 10.3 10.3 10.3 Queue: 1 4 1 1 3 1 1 4 2 1 2 1 ******************************************************************************** Traffix 6.8,0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 98 .259 Patton Station Existing PM Peak Hour page::.-: I ------------------- I MITIG8 Thu Jul 2, 1998 08:12:59 ------------------------------------------------------------- -------------------------------------------------------------------------------. Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #50 Victoria Ave, (NS) / Pacific St, (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vo1./Cap. (X): 0.444 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 10,6 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~;~;i~----I---~~;;~~;~d---II---~~;;~~;~d---II----~~~i;;~d--"----~~~i;;~d--'I Rights: Include Include Include Include Min. Green: 10 18 18 10 18 1B 10 15 15 10 15 15 ~~~:~ ~ - - - - - - I - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ ~ - ~ _ _ ~ _ II Volume Module: Base Vol: 77 189 36 68 279 43 26 101 94 20 162 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 I Initial Bse: 77 189 36 68 279 43 26 101 94 20 162 2B User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.90 0.90 0.90 0.B8 0.88 0.88 0.91 0.91 0.91 I PHF Volume: 85 208 40 76 310 48 30 115 107 22 178 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 208 40 76 310 48 30 115 107 22 178 31 PCE 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 I MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 85 208 40 76 310 4B 30 115 107 22 178 31 ------------1---------------1 1---------------1 1---------------1 I-----~---------I ~:~/~:~~~n F i~o~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.84 0.16 1.00 0.87 0.13 0.21 0.79 1.00 0.10 0.77 0.13 ~~~~:-~~:~~-I ~~~~-~~~~---~:~ II ~~~~-~~~:---~~~ II-:~~-~~~~--~~~~ II-~~~-~:~~---~~~ II Capacity Analysis Module: VOl/Sat: 0.05 0.14 0.14 0.04 0.20 0.20 0.08 0.08 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** I Green/Cycle: 0.17 0.37 0.37 0.21 0.42 0.42 0.27 0.27 0.27 0.27 0.27 0.27 VOlume/Cap: 0.30 0.37 0.37 0.22 0.48 O,4B 0.30 0.30 0.22 0.48 0.48 0.48 ------------1---------------1 1---------------1 1---------------1 1----------_____1 Level Of Service Module: I Delay/Veh: 14.4 9.0 9.0 12.8 8,7 8.7 11.4 11.4 11.1 12.5 12.5 12.5 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: 14.4 9.0 9.0 12.8 8.7 8.7 11.4 11.4 11.1 12.5 12.5 12.5 I Queue: 1 3 1 1 4 1 0 2 1 0 3 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Fri Jul 3, 1998 15:00:33 Page 1-: ------------------------------------------------------------- ------------------- 33 .259 Patton Station Existing AM Peak Hour ~ " -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Victoria Ave, (NS) / Baseline St. (EW) ******************************************************************************** Cycle (sec): 69 Critical Vol./Cap. (X): 0,538 Loss Time (sec): 12 (Y+R = 4 see) Average Delay (sec/veh) 16,1 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** 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 19 19 10 19 19 10 18 18 10 18 18 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: Base Vol: 52 232 28 140 356 96 68 280 32 72 392 124 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 Bse: 52 232 28 140 356 96 68 280 32 72 392 124 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: 0.79 0.79 0,79 0.75 0.75 0.75 0.74 0.74 0.74 0.78 0.78 0.78 PHF Volume: 66 294 35 187 475 128 92 378 43 92 503 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 294 35 187 475 128 92 378 43 92 503 159 PCE Adj: 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'Final Vol.: 66 294 35 187 475 128 92 378 43 92 503 159 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.58 0.42 1.00 1.80 0.20 1.00 1.52 0.48 Final Sat,: 1700 3217 383 1700 2836 764 1700 3232 368 1700 2735 865 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0,04 0.09 0.09 0.11 0.17 0,17 0,05 0,12 0.12 0.05 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0,14 0.26 0.26 0.14 0.26 0.26 Volume/Cap: 0.27 0.33 0.33 0.76 0.61 0.61.0.37 0.45 0.45 0.37 0.70 0.70 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 17.1 13.0 13.0 26.9 14,8 14.8 17.7 14.0 14.0 17.7 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: 17.1 13.0 13.0 26.9 14,8 14.8 17.7 14.0 14.0 17,7 16.6 16.6 Queue: 1 5 1 4 8 2 2 6 1 2 9 3 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 98 .259 Patton Station Existing PM Peak Hour Page 1-: I - - - - - - - - - - - - - - - I MITIG8 Fri Jul 3, 1998 15:01:49 ----------------------------------------------------------------- --------------------------------------------------------------.--------------- . Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #54 Victoria Ave, (NS) / Baseline St, (EW) *******************************************************************************1 Cycle (see): 69 Critical Vo1./Cap. (X): 0.581 Loss Time (see): 12 (Y+R = 4 see) Average Delay (sec/veh): 16,1 Optimal Cycle: 69 Level Of Service: C *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R C~~t;~i ~ - -- - I -- - ~;~t~~t~d - -- II - - - ~;~t~~t~d - -- II - -- ~;~t~~t~d - -- 11- -- ~;~t~~t~d - -- . Rights: Include Include Include Include. Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 ~~~:~ ~ - - - - - - I - :: - - ~ - -:: - -:: - - ~ - II - :: - - ~ - -:: - - :: - - ~ - II - :: - - ~ - - :: - - :: - - ~ - II -:: - - ~ - - :: - - :: _ _ ~ _ II Volume Module: Base Vol: 100 396 136 108 216 88 116 424 72 40 328 B8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 Initial Bse: 100 396 136 108 216 88 116 424 72 40 328 88 User Adj: 1..00 1. 00 1. 00 1. 00 1. 00 1. DO 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Adj: 0,70'0.70 0.70 0.93 0.93 0.93 0.89 0.89 0.89 0.93 0.93 0.93 PHF Volume: 143 566 194 116 232 95 130 476 81 43 353 95 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 566 194 116 232 95 130 476 81 43 353 95 PCE 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 I 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.: 143 566 194 116 232 95 130 476 81 43 353 95 ------------1---------------1 1---------------1 1---------------1 1------------___1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.49 0.51 1.00 1.42 0.58 1.00 1.71 0.29 1.00 1.58 0.42 ~~~~:-~~~~~-I ::~~~-~~~::---:::: II ::~~~-~::~--::~~~ II ::~~~-:~~~---:~~ II ::~~~-~~:~---~~: II Capacity Analysis Module: VOl/Sat: 0,08 0.21 0.21 0.07 0.09 0.09 0.08 0.15 0.15 0.03 0.12 0.12 Crit Moves: **** **** **** **** I Green/CYCle: 0.14 0.28 0.28 0.14 0.28 0.28 0,14 0.26 0.26 0.14 0.26 0.26 VOlume/Cap: 0.58 0.77 0.77 0.47 0.33 0.33 0.53 0.59 0.59 0.17 0.48 0.48 ------------1---------------1 1---------------1 1---------------1 1-------________1 Level Of Service Module: I Delay/Veh: 20.3 17.4 17.4 18.6 12.9 12.9 19.3 15.1 15.1 16.8 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: 20.3 17.4 17.4 1B.6 12.9 12.9 19.3 15.1 15.1 16.8 14.2 14.2 Queue: 3 11 4 2 4 1 2 8 2 1 6 2 I **************************************************************-***************** I Traffix 6.8.0B27 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport ieach I I I I MITIG8 I I I I 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: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I ~~~~~i:~~d~it-::----:----:~ II--~:----:----:: 11-:::--:::----:: II---~--~::----:: I Growth Adj: 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 Initial Bse: 39 1 14 26 1 35 159 338 39 7 411 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: 0,55 0.55 0,55 0.82 0,82 0.82 0.69 0.69 0.69 0.79 0.79 0.79 PHF Volume: 71' 2 25 32 1 43 230 490 57 9 520 118 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 2 25 32 1 43 230 490 57 9 520 118 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 I MLF Adj: 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~~~;i~~~~~d~i~~---=: 11--:=-h-:----~: II-=:~--~:~----:~ II---:--:=~---::~ I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.97 0.03 1.00 0.97 0.03 1.00 1.00 2.00 1.00 1.00 1.63 0.37 Final Sat.: 1751 49 1800 1745 55 1800 1700 3600 1800 1700 2934 666 I c~~~~;:~~-~~i~~;:~-~~d~i~~---II---------------II---------------II---------------1 VOl/Sat: 0.04 0.04 0.01 0.02 0.02 0.02 0,14 0.14 0.03 0.01 0.18 0.18 Crit Moves: **** **** **r* I Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0,21 0.29 0.29 0.19 0.27 0,27 ~~:~~:~~:~~-I ~~::-~~::--~~~~II ~~~:-~~~:--~~~~ II ~~~:-~~~~--~~:: II ~~~:-~~~:--~~~: I Level Of Service Module: I Delay/veh: 8.1 8.1 7.9 7.9 7.9 8.0 16.8 11.6 10.1 12.7 13.5 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: 8.1 8.1 7.9 7.9 7.9 8.0 16.8 11.6 10.1 12.7 13.5 13.5 Queue: 1 0 0 0 0 0 4 7 1 0 8 2 I ******************************************************************************** Thu Jul 2, 1998 08:10:57 Page :-: -------------------------------------------------------------- 98 ,259- . Patton Station Existing AM Peak Hour ------------------ -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave, (EW) ****************************************************************************~*** Cycle (sec): 60 Critical Vol. /Cap. (X); 0,415 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 12.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** I I I I Traffix 6,8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Page 1-: I -------------------------------------------------------------------------------- I -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol. /Cap. (X): 0,404 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 11,7 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************* 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~~~d--II----~~~i~~~d--II---~;~~~~~~d---II---~;~~~~~~d---I Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ~~~:~ ~ - - - - - - 1 - ~ - - : - - ~ - - ~ - -: - II - ~ - -: - - ~ - - ~ - -: - II -: - - ~ - - ~ - - ~ - -: - II -: - - ~ - _ : _ _ : _ _ ~ _. Volume Module: Base Vol: 62 2 30 104 1 176 44 68B 58 6 654 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 1.001 Initial Bse: 62 2 30 104 1 176 44 688 58 6 654 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 PHF Adj: 0.71 0.71 0.71 0.7B 0.78 0.7B 0.96 0.96 0.96 0.97 0.97 0.971 PHF Volume: 87 3 42 133 1 226 46 717 60 6 674 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 3 42 133 1 226 46 717 60 6 674 13 PCE 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 I MLF AdJ: 1.00 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 3 42 133 1 226 46 717 60 6 674 13 ------------1---------------1 1---------------1 1---------------1 1--------------_1 ~:~/~:~;~n F ~~O~o~~~~: 1800 1800 1800 lBOO 1800 1800 1800 1800 1800 1800 I AdJustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.97 0.03 1.00 0.99 0.01 1,00 1.00 2.00 1.00 1.00 1.96 0.04 ~~~~:-~~::~-I :~~~---~~--:~~~ II :~~~---:=--:~~~ II :~~~-=~~~--:~~~ II :~~~-=:=~_h_~~ ,I Capacity Analysis Module: VO~/Sat: 0.05 0.05 0.02 0.07 0.07 0.13 0,03 0.20 0.03 0.00 0.19 0.19 I Cr~t Moves: **** **** **** Green/CYCle: 0.37 0.37 0.37 0.37 0.37 0.37 0.17 0.29 0.29 0.19 0.32 0.32 Volume/Cap: 0.14 0.14 0.06 0.20 0.20 0.34.0.16 0.69 0.11 0.02 0.60 0.60 ~~~~i - Of - s~;t~~ - ~~d~i~ ~ - u -11- -- -- - -- - h - u -II u - - - -- -- -- -- - -11- - - - - -- -- _ -- -- _II Delay/Veh: 8.2 8.2 8.0 8.4 8.4 9.0 13.9 13.5 10.1 12.7 11.8 11.8 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: 8.2 8.2 8.0 8.4 8.4 9.0 13.9 13.5 10.1 12.7 11.8 11.8 I Queue: 1 0 0 2 0 3 1 11 1 0 10 0 ******************************************************************************** MITIG8 Thu Jul 2, 1998 07:42:03 98 .259 Patton Station Existing PM Peak Hour I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R I ~~;~~~i~--ulu-~~~~-~i~;-ull---~~~~-~i~;u-II--~;;;;~~~ii~d-II--~;;~;~~~ii~d-I 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 I ;~i~~~-~~d~il~--------------I 1--------------- 1---------------1 1---------------1 Base Vol: 66 0 26 0 0 0 0 345 23 4 473 0 I Growth Adj: 1,00 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 26 0 0 0 0 345 23 4 473 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: 0.88 1.00 0.88 1,00 1.00 1.00 1.00 0.81 0,81 0.76 0.76 1.00 I PHF Volume: 75 0 30 0 0 0 0 426 2B 5 622 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 75 0 30 0 0 0 0 426 2B 5 622 0 I ~~i~~~~d-;~i~~~-~~d~~~~-uullu-u--::-h-ullu-u--::------II--u___::------1 %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 83 0 33 0 0 0 0 426 28 6 622 0 I ~~i~i;;i-~;~I~;d~i~~--------I 1---------------1 1---------------1 1---------------1 MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx I ~:~:~~~~-~~~I-~~~-~---=~=I~-~-~I~-~-~I I_=~=_~_~I Capacity Module: Cnflict Vol: 1068 xxxx 227 xxxx xxxx xxxxx xxxx xxxx xxxxx 454 xxxx xxxxx I Potent Cap.: 220 xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx Adj Cap: 0 ,99 xxxx 1 . DO xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap.: 21B xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx I ~~~~~~~f~~!~~~~:~~~~-:~:I~-~-~I~-~-~I I-:~~-~-~I LOS by Move: * * * * * * * * * A * * I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: xxxx 281 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx 20.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx XXXXX xxxxx xxxx xxxxx Shared LOS: * D * * * * * * * * * * I ApproachDel: 19.0 0, 0 0,0 0 . 0 Traffix 6.8,0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 08:11:00 Page -'-: ------------------------------------------------------------ 98 .259 Patton Station Existing AM Peak Hour -------------------- --------------------------------------------------------------- - - - - - - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Average Delay (sec/veh): 1,8 Worst Case Level Of Service: D ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I I I MITIG8 Thu Jul 2, 1998 07:42:07 98 .259 'Patton Station Existing PM Peak Hour 1. ogl o 1. 00 1. ogl Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beachl I I I I I I I I I I I I I I I I I I I I I MITIG8 Thu Jul 2, 1998 08:11:04 Page :-: -----------9-8--:25-9-----------~~~~;~-s~~~i;~----------------------------- Existing C.' . f' AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St, (EW) ******************************************************************************** Average Delay (sec/veh): 2.3 Worst Case Level Of Service: B ******************************************************************************** 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 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1-------________1 Volume Module: Base Vol: 57 14 36 25 11 3 33 101 9 23 89 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: 57 14 36 25 11 3 33 101 9 23 89 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: 0.72 0.72 0.72 0.75 0.75 0.75 0,87 0.87 0.87 0,71 0.71 0.71 PHF Volume: 79 19 50 33 15 4 38 116 10 32 125 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 79 19 50 33 15 4 3B 116 10 32 125 69 ------------1---------------1 1---------------1 1---------------1 1-------________1 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1,10 1.10 1,10 1.00 1,00 1.10 1,00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: . 87 21 55 37 16 4 42 116 10 36 125 69 ------------1---------------1 1---------------1 1---------------1 1------_________1 Critical Gap Module: MoveUp Time: 3,4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx Critical Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx xxxxx 5.0 xxxx xxxxx ------------1---------------1 1---------------1 1--------------_1 1-----__________1 Capacity Module: Cnflict Vol: 361 386 121 386 357 160 194 xxxx xxxxx 126 xxxx xxxxx Potent Cap,: 654 684 1202 633 709 1149 1385 xxxx XXXXX 1492 xxxx xxxxx Adj cap: 0.94 0.95 1.00 0.89 0.95 1,00 1.00 xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 614 648 1202 565 671 1149 1385 xxxx XXXXX 1492 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1-------________1 Level Of Service Module: Stopped Del: 6,7 5.7 3.1 6.8 5.5 3.1 2.7 xxxx XXXXX 2.5 xxxx XXXXX LOS by Move: * * A * * A A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT _ LTR _ RT Shared Cap.: 620 xxxx XXXXX 593 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 6.9 xxxx XXXXX 6.6 xxxx XXXXX xxxxx xxxx XXXXX XXXXX xxxx xxxxx Shared LOS: B * * B * * * * * * * * ApproachDel: 5 .4 6 . 1 0 . 7 0 .4 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Page 1< I -------------------------------------------------------------------------------- I ------------::::-~~~-:~~r~~~f:~i~~~~~~~i~~~~~i~r~~:~~i~~~~~~~~~;-------------I ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St, (EW) I ******************************************************************************* Average Delay (sec/veh): 2,6 Worst Case Level Of Service: ******************************************************************************** ~~~;;;~~~---I-~~~~~~=~~~~~~-II-~~~~~~=~~~~~~-II-~-~~:~=~~~~~~-II_~_~~:~=~~~~~~__ Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include I ~~~:~ ~ - - - - - - I - ~ - - : - - ~ - - ~ - - : - II - ~ - - : - - ~ - - ~ - -: - II - : - - ~ - - ~ - -: _ _ ~ _ II -: _ _ ~ _ _ ~ _ _ : _ _ ~ _ ~ Volume Module: Base vol: 70 12 100 39 11 8 16 115 34 35 75 281 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 12 100 39 11 8 16 115 34 35 75 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 I PHF Adj: 0.89 0.89 0.89 0.B5 0.85 0.85 0.81 0.81 0.81 0.91 0.91 0.91 PHF Volume: 79 13 112 46 13 9 20 142 42 38 82 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ~~~~:-~~:~~-I--~:___::h_::~ II--:~___::_____: II-_~~__::~____:~ II__:~___~~____::II Adjusted Volume Module: Grade: O%- O%- O%- O%- %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx XXXX XXXX I %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I Adj vol.: 87 15 124 50 14 10 22 142 42 42 82 31 ------------1---------------1 1---------------1 1-------------__1 1--_____________1 Critical Gap Module: Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx XXXXX 2.1 xxxx XXXXX I Cr1t1cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx xxxxx ------------1---------------1 1---------------1 1------------___1 1-______________1 Capacity Module: Cnflict Vol: 330 334 163 382 340 98 113 xxxx XXXXX 184 xxxx XXXXX I Potent Cap.: 682 728 1145 636 723 1235 1514 xxxx XXXXX 1401 xxxx XXXXX Adj Cap: 0.94 0.96 1.00 0.85 0.96 1,00 1.00 xxxx XXXXX 1.00 xxxx XXXXX ~~~:-~~~~~--I-~::--~:~--:::: II-::~--~::--:~:: II ::::-~-~II ::~:_~_~II Level Of Service Module: Stopped Del: 6.4 5.3 3.5 7.3 5.3 2.9 2.4 xxxx XXXXX 2.6 xxxx XXXXX LOS by Move: * * A * * A A * * A * * I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT _ LTR _ RT Shared Cap.: 650 xxxx XXXXX 567 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 6.4 xxxx XXXXX 7.1 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX Shared LOS: B * * B * * * * * * * * I ApproachDel: 4.7 6.3 0.3 0.7 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 T~U Jul 2, 1998 07:42:12 98 .259 Patton Station Existing PM Peak Hour I I I I I I I I I I I I I I I I I I I MITIG8 Thu Jul 2, 1998 08:11:08 Page :-: -------------------------------------------------------------------------------- 98 .259 Patton Station Existing AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol. /Cap. (Xl: 0.286 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 6,7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------I-------------~-I 1---------------1 1---------------1 1--------------_1 Volume Module: Base Vol: 58 100 20 140 113 65 36 284 27 40 351 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 Bse: 58 100 20 140 113 65 36 284 27 40 351 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: 0.82'0.82 0,82 0.72 0.72 0,72 0.93 0.93 0,93 0.810.B1 0,81 PHF Volume: 71 122 24 194 157 90 39 305 29 49 433 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 122 24 194 157 90 39 305 29 49 433 121 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.: 71 122 24 194 157 90 39 305 29 49 433 121 s~~~~~~i~~-~i~~-~~d~i~~-n--II-n-nn--nn-II-------nhnh II--nn-hh__h I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.84 0.16 1.00 0.64 0,36 1.00 1.83 0.17 1.00 2.00 1.00 Final Sat.: 1700 1504 296 1700 1144 656 1700 3287 313 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------______1 Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.11 0.14 0,14 0,02 0.09 0.09 0.03 0.12 0.07 Crit Moves: **** **** Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.42 0.42 0.42 0.42 0.42 0.42 Volume/Cap: 0,09 0.17 0.17 0.24 0.29 0.29 0.05 0.22 0.22 0.07 0.29 0.16 ------------1---------------1 1---------------1 1--------------_1 1-----__________1 Level Of Service Module: Delay/veh: 5.5 5.7 5.7 6.0 6.1 6.1 6,7 7.2 7.2 6.7 7.4 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: 5.5 5.7 5.7 6.0 6,1 6,1 6.7 7.2 7.2 6.7 7.4 7.0 Queue: 1 1 0 2 2 1 0 3 0 0 5 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 98 .259 Patton Station Existing PM Peak Hour Page ~-: I - - - - - - - - - - - - - - - I MITIG8 Thu Jul 2, 1998 07:42:16 ----------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HeM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #9 Orange St. (NS) / Highland Ave, (EW) *******************************************************************************. Cycle (see): 60 Critical Vol./Cap. (X): 0.287 Loss Time (see): 6 (Y+R = 4 see) Average Delay (sec/veh): 5.1 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 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~~~d--II----;~~i~~~d--II----;~~i~~~d--II----;~~i~~~d--.. Rights: Include Include Include Include. Min, Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~~~:~ ~ - - - - - - I - :: - - ~ - - ~ - - :: - - ~ - II -:: - - ~ - - ~ - - :: - - ~ - II - :: - - ~ - - :: - - :: - - ~ - II -:: - - ~ - - ~ - - ~ - _ :: _I Volume Module: Base Vol: 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.001 Initial Bse: 54 27 42 75 29 35 92 616 102 40 466 129 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: 0.93 0.93 0.93 0.87 0.87 0.87 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 58 29 45 86 33 40 96 642 106 42 485 134. Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 29 45 86 33 40 96 642 106 42 485 134 PCE 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 I MLF AdJ: 1.00 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 29 45 86 33 40 96 642 106 42 485 134 s~~~;~~i~;-F!~~-~~d~i~~-----II---------------II---------------II---------------1 Sat/Lane: i800 1800. 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.39 0.61 1.00 0.45 0.55 1.00 1.72 0.28 1.00 2.00 1.00 ~~~~:-~~:~~-I ::~~~--~~~--::~:~ II ::~~~--~::~---:~~ II ::~~~-=~:~---~::~ II ::~~~-=~~~--::~~~ II Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.04 0,05 0.04 0.04 0,06 0.21 0.21 0.02 0.13 0.07 Crit Moves: **** **** I Green/CYCle: 0.33 0.33 0.33 0.33 0.33 0,33 0.57 0.57 0.57 0.57 0.57 0.57 Volume/Cap: 0.10 0.12 0.12 0.15 0.12 0.12 0.10 0.37 0.37 0.04 0.24 0.13 ------------1---------------1 1---------------1 1---------------1 1---------______1 Level Of Service Module: I Delay/Veh: 8.9 9.0 9.0 9.1 9.0 9.0 3.9 4.6 4.6 3.7 4.2 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: 8.9 9.0 9.0 9.1 9.0 9.0 3.9 4.6 4.6 3.7 4.2 3.9 I Queue: 1 0 1 1 0 0 1 6 1 0 4 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 I ;;i~~~-~;d~itn-nn---nn II--n---nnn-" II-------n----n II-n------n--n I Base Vol: 72 109 44 38 121 121 83 226 97 37 291 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 I Initial Bse: 72 109 44 38 121 121 83 226 97 37 291 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: 0.85 0.85 0.85 0.82 0.82 0,82 0.83 0.83 0.83 0.890.89 0.89 PHF Volume; 85 128 52 46 148 148 100 272 117 42 327 40 I Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 12B 52 46 148 148 100 272 117 42 327 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 I MLF Adj: 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 n~:n::~nn:: 11__~~__:~~n_:~~ II-:~~__:~:n_::~ 11__~:n=:~_n_~~ 1 Saturation F10w Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1BOO 1800 1800 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1,00 1.40 0.60 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 1800 I ~~~~~i~;-~~i;~i~-~;d~i~~n-II--n--n--n-n 1 1---n-n--n___1I-------nn__n 1 Vol/Sat: 0.03 0.07 0.03 0.03 0.08 0.08 0,06 0.11 0,11 0.02 0.09 D.02 Crit Moves: *'*** **** **** **** I Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0,28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.19 0.26 0.10 0.19 0.30 0.30 0.42 0.39 0.39 0.18 0.33 0.08 ------------1---------------1 1---------------1"---------------1 1---------------1 Level Of Service Module: I Delay/Veh: 17.7 13.1 12.5 17.8 13.3 13.3 19.1 13.7 13.7 17.7 13.4 12,4 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: 17.7 13.1 12.5 17.8 13.3 13,3 19.1 13.7 13.7 17.7 13.4 12,4 I Queue: 2 2 1 1 2 2 2 4 2 1 5 1 ******************************************************************************** I I I I Thu Jul 2, 1998 08:16:34 Page l-: -------------------------------------------------- 98 - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - .259 Patton Station Existing AM Peak Hour ------------------------------------------------ -------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave, (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec); 72 Critical Vol./Cap, (X): 0,310 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh); 14,3 Optimal Cycle: 72 Level Of Service: B ******************************************************************************** Traffix 6.8,0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Page >: I -------------------------------------------------------------------------------- I Thu Jul 2, 1998 07:42:19 gS .259 Patton Station Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 72 Critical Vol./Cap. (X): 0.418 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.4 Optimal Cycle: 72 Level Of Service: C *******************************************************************************. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c~~~;~i~----I---~;~~~~~~d---I I---~;~~~~~~d---I I---~;~~~~~~d---I I---~;~~~~~~d---. Rights: Include Include Include Include. Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 ~~~:~~------I-~--~-_:--~--;-II-:--~-_:_-:--~-II-:--~--:--:--~-II-:--~--~__~__:_I Volume Module: Base Vol: 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 Initial Bse: 135 93 113 48 61 83 76 520 135 82 430 37 User Adj: LOO 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 .1.00 PHF Adj: 0.85'0.85 0.85 0.80 0.80 0.80 0.96 0.96 0.96 0.94 0.94 0.94 PHF Volume: 159 109 133 60 76 104 79 542 141 87 457 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 109 133 60 76 104 79 542 141 87 457 39 PCE 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 I MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 159 109 133 60 76 104 79 542 141 87 457 39 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~:~/~:;~~n F ~:o~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.89 1.00 1.00 0.94 1.00 1.00 0,94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1,00 1.00 1.59 0.41 1.00 2.00 1.00 ~~~~~-~~~~:-I ::~~-:~~~--:~~~ II :~~~-:~~~--:~~~ II :~~~-~~~~---~~: II :~~'~-:~~~--:~~~ II Capacity Analysis Module: VOl/Sat: 0.05 0.06 0.07 0.04 0.04 0.06 0,05 0.19 0.19 0.05 0.13 0.02 Crit Moves: **** **** **** **** I Green/CyCle: 0.14 0.28 0.28 0.14 0.2B 0.28 0.14 0.28 0.28 0.14 0.28 0.28 VOlume/Cap: 0.36 0.22 0.27 0.25 0.15 0.21 0.33 0.68 0.68 0.37 0.46 0.08 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Level Of Service Module: I Delay/Veh: 18.4 12.9 13.2 18.0 12.7 12,9 18.4 16.3 16.3 18.6 14.1 12.4 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: 18.4 12.9 13.2 18.0 12.7 12.9 18.4 16.3 16.3 18.6 14.1 12.4 I Queue: 3 2 2 1 1 2 1 10 3 2 8 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Thu Jul 2. 1998 08:12:37 Page 1-: -------------------------------------------------------------------------------- 98 .259 Patton Station Existing AM Peak Hour -.....,...) -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HeM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave, (EW) ******************************************************************************** Cycle (sec): 78 Critical Vol./Cap. (X): 0.430 Loss Time (see): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16,8 Optimal Cycle: 78 Level Of Service: C ******************************************************************************** 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 25 25 10 25 25 10 21 21 10 21 21 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: Base Vol: 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1".00 1.00 1.00 1.00 1.00 Initial Bse: 152 112 27 74 126 92 70 91 203 109 309 163 User Adj: 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.890.B9 0.89 0.89 0.89 0.89 O,890.B9 0.89 0.94 0.94 0.94 PHF Volume: 171' 126 30 83 142 103 79 102 22B 116 329 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 126 30 83 142 103 79 102 228 116 329 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 171 126 30 83 142 103 79 102 22B 116 329 173 s~~~~~~i~~-;i~~-~~d~i~~uu-ll-uu----uu--II------u---u__II-____-______u_1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0,94 1,00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.62 0.38 1.00 1.16 0.84 1.00 2,00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2908 692 1700 2087 1513 1700 3600 1800 1700 3600 1800 ------------1---------------1 1---------------1 1-------------__1 1----___________1 Capacity Analysis Module: VOl/Sat: 0.10 0.04 0.04 0.05 0.07 0.07 0.05 0.03 0.13 0.07 0.09 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 VOlume/Cap: 0.7B 0.14 0.14 0.38 0.21 0.21 0,36 0.11 0.47 0.53 0.34 0.24 ------------1---------------1 1---------------1 1---------------1 1-----__________1 Level Of Service Module: Delay/veh: 32.7 12.2 12.2 20.7 12.5 12.5 20.5 13.8 16.0 22.5 14.9 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: 32.7 12.2 12.2 20,7 12,5 12.5 20.5 13.8 16.0 22.5 14.9 10.2 Queue: 4 2 0 2 2 2 2 2 4 3 6 3 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 07:53:23 Page l-: I I -------------------------------------------------------------------------------- 98 .259 Patton Station Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave, (EW) ********************************************************************************1 Cycle (sec): 78 Critical Vol. /cap, (X): 0,410 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.9 Optimal Cycle: 78 Level Of Service: C ********************************************************************************1 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 I Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 ~~~:~~------I-::--~--::--::--~-II-::--~--::--::--~-II-::--~--~--~--::-II-::--~--~--~--::-II Volume Module: Base Vol: 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj: 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 Initial Bse: 134 123 32 76 96 99 81 146 173 136 182 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.89 0.89 0.89 0.93 0.93 0.93 0.90 0.90 0.90 PHF Volume: 161 148 39 85 108 111 87 157 186 151 202 163 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 148 39 85 108 111 87 157 186 151 202 163 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 I MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "Final vol.: 161 148 39 85 108 111 87 157 186 151 202 163 s~~~~~~i;;-Fi;~-~;d~i~~-----II---------------II---------------II---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0,94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.58 0.42 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 ~~~~:-~~::~-I :~~~-~~~=---~~: II:~~~-:~~~--::~~~ II :~~~-:~~~--::~~~ II :~~~-:~~~--::~~~ II Capacity Analysis Module: Vol/Sat: 0.09 0.05 0.05 0.05 0.06 0.06 0.05 0.04 0.10 0.09 0.06 0.09 Crit Moves: **** **** **** **** I Green/CYCle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 Volume/Cap: 0.74 0.16 0.16 0.39 0.19 0.19.0.40 0.16 0.38 0.69 0.21 0.23 ~~r~~~~~~~~~~~~:~~~~~~~::~: II ::~:-::~:--::~: II ::~:-::~:--::~: II :~~:-::~:--::~: II 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 12.3 12.3 20.8 12.4 12.4 20.B 14.1 15.3 27.2 14.3 10.1 Queue: 4 2 1 2 2 2 2 3 3 4 3 2 I ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I II I I I I I I I I I I I I I I I I I 98 .259 APPENDIX 0 TRAFFIC SIGNAL WARRANTS .,1. I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 TRAFFIC SIGNAL WARRANT MajorS!: Volume = (Based on Estimated Average Daily Traffic-See Note 2) Highland Ave Minor S!: Central"-ve 18,300 Lanes= 2 Volume = 1 000 Lanes= Year = .='Y.;' - (one-way) I I I I I I I I I I I I I URBAN RURAL ''!. Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XI. (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8.000 5,600 2,400 1,680 2+ 18,300 1 1,000 9,600 6,720 . 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2, Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2+ 1B,300 1 1,000 14,400 10,080 1,200 B50 . 2+ 2+ 14.000 10,OBO 1,600 1,120 1 2+ 12,000 8,400 1,600 1.120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled BO% or more.. 60% 100% 1 2 NOTES: 1, Heavier left turn movement from the major street may be included wtth minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. I 88 .259 TRAFFIC SIGNAL WARRANT I I I I I I I I I I I I I I I MajorSI: Volume = (Based on Estimated Average Daily Traffic-See Note 2) Central Ave. Minor SI: Pacific SI 6,350 Lanes= Volume = 1 350 Lanes= Year = 2015'~iC- I (one-way) URBAN RURAL xx Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 6,350 1 1,850 8,000 5,600 . 2,400 1,6BO . 2+ 1 9,600 6,720 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 1. 2+ 8,000 5,600 3,200 2,240 2, Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 6,350 1 1,850 12,000 B,400 1,200 850 . 2+ 1 14,400 10,080 1,200 850 2+ 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3, Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100% 76% 1 2 NOTES: 1. HeaVIer left turn movement from the major street may be Included wtth minor street volume if a separate signal phase is to be provided for the left-turn movement. 2, To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. I I I I I I I I I I I I I I I I I I I I I I I 98 .259 APPENDIX E OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:28:10 Page l < -------------------------------------------------------------------------------- gS .259 Patton Station Opening Year Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave, (EW) ******************************************************************************** Cycle (see): 60 Cri tical Vol. /Cap. (X): 0.466 Loss Time (see): 6 (Y+R = 4 see) Average Delay (sec/veh): 7.7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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 Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 0,00 1.05 1,05 1.05 1.05 1.05 1.05 Initial Bse: 0 0 0 679 0 0 0 323 0 0 433 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0,00 1.00 1.00 - 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.79 1.00 0.00 1.00 0.89 1.00 1.000.80 1.00 PHF Volume: 0 0 0 860 0 0 0 363 0 0 541 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 860 0 0 0 363 0 0 541 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0,00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1,00 0.00 1.00 1.00 1.00 1,00 1.00 1.00 Final Vol.: 0 0 0 860 0 0 0 363 0 0 541 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: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0,00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 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 0.27 0.00 0,00 0.00 0.10 0.00 0.00 0.15 ~.OO Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.58 0.00 0,00 0.00 0.32 0.00 0.00 0.32 0.00 Volume/Cap: 0.00 0.00 0.00 0.47 0.00 0,00.0.00 0.31 0.00 0.00 0.47 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 0.0 0.0 0.0 4.9 0.0 0.0 0.0 9.9 0.0 0.0 10.7 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 4.9 0.0 0.0 0.0 9.9 0.0 0.0 10.7 0.0 Queue: 0 0 0 8 0 0 0 5 0 0 7 0 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:24 Page :-: I I ----------------------------------------------------------------------------- 98 .259 Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy, EB Off Ramp (NS) / Highland Ave, (EW) ********************************************************************************1 Cycle (see): 60 Critical Vol. /Cap, (X): 0.609 Loss Time (see): 6 (Y+R = 4 see) Average Delay (sec/veh): 8.5 Optimal Cycle: 60 Level Of Service: B ********************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R C;~t~;i~----I----;~~itt~d--II----;~~itt~d--II----;~~itt~d--II----;~~itt~d--II Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 ~~~~~~------I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~--~-_~__~_II Volume Module: Base Vol: 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj: 1.05 1.05 1.05 1.05 1,05 0,00 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 User Adj: 1.-00 1. 00 1.00 1. 00 1. 00 0.00 1. 00 1. 00 1. 00 1. 00 1. 00 -1. 00 PHF Adj: 1.00'1.00 1.00 0.97 1.00 0.00 1,00 0.93 1.00 1.00 0.95 1.00 I PHF Volume: 0 0 0 932 0 0 0 925 0 0 711 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 932 0 0 0 925 0 0 711 0 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 I MLF AdJ: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 932 0 0 0 925 0 0 711 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~:~/f:~~~n F ~~o~of~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 :~~~:-~~:~~-I---~----~-----~ II :~~~----~--~~~~ II---~-:~~~-----~ II---.~-:~~~h---~ ,I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.00 0.00 0.26 0.00 0.00 0.20 0.00 Crit Moves: **** **** I Green/CYCle: 0.00 D.OO 0.00 0.48 0.00 0.00 0,00 0.42 0.00 0.00 0.42 0.00 Volume/Cap: 0.00 0.00 0.00 0.61 0.00 0.00 0,00 0.61 0.00 0.00 0.47 0.00 ------------1---------------1 1---------------1 1-------------__1 1---------------1 Level Of Service Module: I Delay/Veh: 0.0 0.0 0.0 8.0 0.0 0.0 0.0 9.2 0.0 0.0 8.2 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 8.0 0.0 0,0 0.0 9.2 0.0 0.0 8.2 0.0 I Queue: 0 0 0 12 0 0 0 12 0 0 9 0 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:28:16 Page 1-: -------------------------------------------------------------------------------- 98 .259 . Patton Station Opening Year Without Project AM Peak Hour , ~> "-'~ -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave, (NS) / Highland Ave, (EW) ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap, (X): 0.861 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh) 31.2 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** 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 Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 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: Base Vol: 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1. 05 1. 05 1. 05 1. 05 1. 05 1. 05 1. 05 LOS 1. 05 1. 05 1. 05 1. 05 Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 User Adj: 1.00 1.00 l,OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.65 0.65 0.65 0.85 0.85 0.85 0.80 0.80 0.80 0,79 0.79 0.79 PHF Volume: 397' 192 107 36 337 388 100 805 374 173 1110 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 192 107 36 337 388 100 805 374 173 1110 165 PCE Adj: 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 Final Vol,: 397 192 107 36 337 388 100 805 374 173 1110 165 ~~~~;~~i;~-;l;~-~;d~i~~-----II---------------II---------------II---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0,94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2,00 2.00 1.00 1.00 2.61 0.39 Final Sat.: 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4701 699 ------------1---------------1 1---------------1 1---------------1 1-------------__1 Capacity Analysis Module: Vol/Sat: 0.23 0.11 0.06 0.02 0.19 0.22 0.03 0.22 0.21 0.10 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.27 0.38 0.38 0.14 0.25 0.25 0.08 0.26 0.26 0.12 0.29 0.29 Volume/Cap: 0.B6 0.2B 0.16 0.15 0.75 0.B6 0.37 0.86 0.80 0.86 0.80 0.80 ------------1---------------1 1---------------1 1---------------1 1---------______1 Level Of Service Module: Delay/Veh: 37.4 16.7 15.8 29.2 29.0 34.1 34.1 33.2 33.4 53.7 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: 37.4 16.7 15.8 29.2 29.0 34.1 34.1 33.2 33.4 53.7 27.4 27.4 Queue: 14 4 2 1 11 14 3 2B 13 7 35 6 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:30 Page 1- 1 I - - - - - - - - - - - - - - - - I ---------------------------------------------------------------- 98 .259 Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- , Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave, (NS) / Highland Ave, (EW) *******************************************************************************1 Cycle (see): 90 Critical Vol./Cap. (X): 0.766 Loss Time (see): 12 (Y+R = 4 see) Average Delay (sec/veh): 31,9 Optimal Cycle: 90 Level Of Service: D *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i ~ - - - -I - - - ~~;~~;~~d - - - II - - - ~~;~~;~~d - - -II - - - ~~;~~;~~d - - - II - - - ~~;~~;~~d - - - II Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 ~~~:~~------I-=--~--=--~--=-II-=--~--=--=--~-II-:--~--:--~--=-II-=--~--:__=__~_II Volume Module: Base Vol: 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 142 85 35 83 182 137 300 1104 349 156 1154 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: 0.75 0.75 0.75 0,90 0.90 0.90 0.88 0.8B 0.88 0.87 0.87 0.B7 I PHF Volume: 189 113 46 92 202 152 341 1254 396 180 1326 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 113 46 92 202 152 341 1254 396 180 1326 204 PCE 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 I 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, : 189 113 46 92 202 152 341 1254 396 180 1326 204 ------------1---------------1 1---------------1 1---------------1 1-----__________1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.14 0.86 2.00 2.00 1.00 1.00 2.60 0.40 ~~~~:-:~:~~-I =~~~-=~~~--=~~~ II =~~~-:~~~--=~~~ II =:~~-=~~~--=~~~ II =~~~-~~~~---~:~ /1 Capacity Analysis ModUle: Vol/Sat: 0.11 0.06 0.03 0.05 0.10 0.10 0,11 0.35 0.22 0.11 0.28 0.28 Crit Moves: **** **** **** **** I Green/CYCle: 0.11 0.30 0.30 0.11 0.30 0.30 0.11 0.34 0.34 0.11 0.34 0.34 Volume/Cap: 1.00 0.21 0.09 0.49 0.33 0.33.0.96 1.01 0.64 0.95 0.82 0.82 ------------1---------------1 /---------------1 1---------------1 1-------________1 Level Of Service Module: I Delay/Veh: 76.4 15.2 14.6 25.9 15.9 15.9 52.9 41.4 17.6 63.5 19.6 19.6 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: 76,4 15.2 14.6 25.9 15.9 15.9 52.9 41.4 17.6 63.5 19.6 19.6 I Queue: 8 2 1 2 4 3 12 42 9 7 32 6 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc, Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 -------------------------------------------------------------------------------- Sat-Aug 1, 1998 09:28:21 Page :- ~ 98 .259 Patton Station Opening Year Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave, (NS) / SR-30 Fwy. SB On Ramp (EW) ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B ******************************************************************************** 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 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: Base Vol: 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj: 1.05 1.05 1.05 1.05 1,05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 0 422 104 217 464 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 0.76 0,76 0.81 0.81 1.00 1.00 1,00 1.00 1.00 1.00 1.00 PHF Volume: 0 555 137 268 573 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 555 137 268 573 0 0 0 0 0 0 0 ------------1---------------11---------------11---------------11_______________1 Adjusted Volume Module: Grade: 0\ 0\ 0\ 0\ \ Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx \ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1,10 1.00 1.00 1,10 1.00 1,00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 555 137 295 573 0 0 0 0 0 0 0 ------------1---------------1 1---------------1 1--------------_1 1---____________1 Critical Gap Module: Moveup Time: xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Cri tical Gp: xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1-----------____1 1-______________1 Capacity Module: Cnflict vol: xxxx xxxx xxxxx 692 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------1---------------1 1---------------1 1------------___1 1-______________1 Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx 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 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 0.0 2 ,7 0.0 0 . 0 Traffix 6.8,0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:33 Page l-: I ------- I ------------------------------------------------------------------ 98 .259 . Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************* Intersection #28 Arden Ave. (NS) / SR-30 Fwy, SB On Ramp (EW) *******************************************************************************1 Average Delay (sec/veh): 1.7 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~:~---I-~--=--:-_=__~_II_~h=__:__=__~_II_~__=__:__=__~_ [ [-~--=--:--=__~_I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include I ~~~:~~------I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~--~--~--~-I I-~--~-~~--~--~-[ Volume Module: Base Vol: 0 238 70 330 419 0 0 0 0 0 0 01 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 0 250 74 347 440 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 0.86 0.86 0.93 0.93 1.00 1.00 1;00 1.00 1.00 1.00 1.00 I PHF Volume: 0 291 85 373 473 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 291 85 373 473 0 0 0 0 0 0 0 ~d;~~~~d-;~il~~-M~d~i~~-u--II---u---u-u--Ilu-------u--ull----u__u_____11 Grade: Ot Ot Ot Ot t Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX I t TruCk/COmb: XXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXX PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1,10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/ Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx XXXX XXXX I Adj Vol.: 0 291 85 410 473 0 0 0 0 0 0 0 ------------1---------------1 1---------------[ 1---------------1 1---------------1 Critical Gap Module: Moveup Time: xxxxx xxxx xxxxx 2 . 1 XXXX xxxxx xxxxx XXXX xxxxx xxxxx XXXX XXXXX I Cri tical Gp: xxxxx xxxx xxxxx 5 .5 XXXX xxxxx xxxxx XXXX xxxxx xxxxx XXXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity ModUle: Cnflict Vol: xxxx xxxx xxxxx 376 XXXX xxxxx xxxx xxxx xxxxx Potent cap.: xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx L~;~i - Of - s~~i;~ - M~d~i~ ~ - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II Stopped Del:xxxxx xxxx xxxxx 5.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * I 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * I ApproachDel: 0,0 2.4 0.0 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I ==~I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:28:26 Page : < ---------------------------------------------------------------------------- 08 .259 Patton Station Opening Year Without Project AM Peak Hour . .- ~. .,) -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap. (X): 0.468 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.2 Optimal Cycle: 120 Level Of Service: C ******************************************************************************** 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 Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 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------_________1 Volume Module: Base Vol: 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 17 116 17 0 17 12 675 0 0 909 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: 0.81 0.81 0.81 0.80 1.00 0.80 0.78 0.78 1.00 1.00 0.81 0.81 PHF Volume: 268 21 143 21 0 21 15 866 0 0 1123 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 268 21 143 21 0 21 15 866 0 0 1123 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.: 268 21 143 21 0 21 15 866 0 0 1123 17 ------------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: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.13 0.87 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: XXXX 230 1570 1700 0 1800 1700 3600 0 0 3546 54 ------------1---------------1 1---------------1 1---------------1 1------_________1 Capacity Analysis Module: VOl/Sat: 0.00 0.09 0.09 0.01 0.00 0.01 0.01 0.24 0.00 0.00 0.32 0.32 Crit Moves: **** **** **** **** Green/Cycle: 0.32 0.32 0.32 0.18 0.00 0.18 0.08 0.58 0.00 0.00 0.50 0.50 VOlume/Cap: 0.00 0.29 0.29 0.07 0.00 0.06 0.11 0.41 0.00 0.00 0.63 0.63 ------------1---------------1 1---------------1 1--------------_1 1-----__________1 Level Of Service Module: Delay/Veh: 31.8 20.0 20.0 26.2 0.0 26.2 32.9 8.9 0.0 0.0 14.7 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: 31.8 20.0 20.0 26.2 0.0 26.2 32.9 8.9 0.0 0.0 14.7 14.7 Queue: 9 1 4 1 0 1 0 16 0 0 28 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:37 Page l-: I ----------------- -- --- - - - - - - -- I -------------------------------------------------- 08 .259 Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) *******************************************************************************) Cycle (sec): 120 . Critical Vol./Cap. (X): 0.583 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.7 Optimal Cycle: 120 Level Of Service: C *******************************************************************************1 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 Permitted Protected Permitted I Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ;~i~~~-~~d~it--------------II-------------h II -----h---_____II_____uh______11 Base Vol: 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 256 13 122 16 0 18 23 1213 0 0 1209 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: 0.94 0.94 0.94 0.67 1.00 0.67 0.91 0.91 1.00 1.00 0.83 0.83 PHF volume: 273 13 130 24 0 27 25 1333 0 0 1456 23 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 13 130 24 0 27 25 1333 0 0 1456 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 I Final Vol.: 273 13 130 24 0 27 25 1333 0 0 1456 23 ------------1---------------1 1---------------1 1---------------1 1------------___1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.09 0.91 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 ~~~~:_~~:~~-I ~__:~:h:~:~ II :~~~----~--:~~~ II :~~~-:~~~___U~ II---~-:~::----~~ II Capacity Analysis Module: Vol/Sat: 0.00 0.08 0.08 0.01 0.00 0.01 0.01 0.37 0.00 0.00 0.41 0.41 Crit Moves: **** **** **** **** I Green/CYCle: 0.29 0.29 0.29 0.18 0.00 0.18 0.08 0.61 0.00 0.00 0.52 0.52 VOlume/Cap: 0.00 0.27 0.27 0.08 0.00 0.08 0.18 0.61 0.00 0.00 0.78 0.78 ------------1---------------1 1---------------1 1---------------1 1---------______1 Level Of Service Module: I Delay/veh:. 33.6 21.2 21.2 26.2 0.0 26.2 33.1 9.8 0.0 0.0 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: 33.6 21.2 21.2 26.2 0.0 26.2 33.1 9.8 0.0 0.0 16.5 16.5 Queue: 10 0 3 1 0 1 1 28 0 0 40 1 I ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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: prot+permit prot+permit Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 I ;~i~~~-~~d~itn--nnnn~-II n_nn_n__u_ll_hnn__n__u II n-nh_nn_n I Base Vol: 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 67 57 34 24 177 54 17 311 37 35 413 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: 0.80'0.80 0.80 0.82 0.82 0.82 0.93 0.93 0.93 0.76 0.76 0.76 PHF Volume: 84 71 42 29 216 65 18 334 40 46 543 37 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 71 42 29 216 65 18 334 40 46 543 37 PCE Adj: 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 MLF Adj: 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 u~~___~~hn~: II-_:~h:~~n__~: II n~~h==~nh~~ II n~~__:~=h__=~ I Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.79 0.21 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3215 385 1700 3600 1800 I ~~~~~i~;-~~i;;i;-~~d~i~~u-II n-n-n--nn-ll-n-n-nh-n-ll-n----n-n-n I Vol/Sat: 0.00 0.04 0.02 0.00 0.12 0.04 0.01 0.10 0.10 0.03 0.15 0.02 Crit Moves: **** **** **** **** I Green/Cycle: 0.49 0.31 0.31 0.49 0.31 0.31 0.14 0.24 0.24 0.14 0.24 0.24 ~~~~~::~~~~-I ~~~~-~~~=--~~~~ II ~~~~_~~=~n~~=: II ~~~~_~~~=n~~~= II ~~=~_~~~=h~~~= I Level Of Service Module: I Delay/Veh: 17.8 11.4 11.2 17.2 12.6 11.3 17.1 15.0 15.0 17.4 16.7 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: 17.8 11.4 11.2 17.2 12.6 11.3 17.1 15.0 15.0 17.4 16.7 13.5 I Queue: 2 1 1 1 3 1 0 6 1 1 10 1 ******************************************************************************** Sat Aug 1, 1998 09:28:30 Page >: -------------------------------------------------------------------------------- 38 .259 Patton Station Opening Year Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 71 Critical Vol./Cap. (X): 0.398 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.1 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:40 Page 2.-: I I ------------------------------------------------------------------------------- 98 .259 Patton Station Opening Year Without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) . *******************************************************************************1 Cycle (sec): 71 Critical Vol./Cap. (X): 0 .449 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.7 Optimal Cycle: 71 Level Of Service: C *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~--u I--~~;~:~~~i~--II--~~;~:~~~i~u II---~~;~~~~~dh-II u-~~;~~~~~dh-II Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ~~~:~ ~ - - - - - - 1 - :: - - ~ - - :: - - ~ - -:: - II -:: - - ~ - - :: - - ~ - - :: - II -:: - - ~ - - :: - - :: - - ~ - II -:: - - ~ - - : _ _ ~ _ -:: _ II Volume Module: Base Vol: 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 34 143 46 39 112 25 58 716 74 45 576 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: 0.82 0.82 0.82 0.88 0.88 0.88 0.99 0.99 0.99 0.93 0.93 0.93 I PHF Volume: 41 174 56 44 128 29 58 723 74 49 620 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 41 174 56 44 128 29 58 723 74 49 620 51 PCE 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 I MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 41 174 56 44 128 29 58 723 74 49 620 51 ------------1---------------1 1---------------1 1---------------1 I------~------__I Saturation Flow Module: I Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 AdJustment: xxxx 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.81 0.19 1.00 2.00 1.00 ~~~~:-~~:~~-I~-::~~~--::~~~ II~-::~~~--::~~~ II ::?~~_:~~~_u::~ II ::?~~_:~~~u::~~~ II Capacity Analysis Module: VOl/Sat: 0.00 0.10 0.03 0.00 0.07 0.02 0.03 0.22 0.22 0.03 0.17 0.03 Crit Moves: **** *r** **** **** I Green/CYCle: 0.49 0.31 0.31 0.49 0.31 0.31 0.14 0.24 0.24 0.14 0.24 0.24 Volume/Cap: 0.00 0.31 0.10 0.00 0.23 0.05 0.24 0.92 0.92 0.20 0.72 0.12 ~~r:~~~~~~~~~~~:~~~~~~~::~:1 I:~~:-::~:--::~:I I:~~:-::~:--::~:I I:~~:-::~:--::~~II 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: 17.3 12.2 11.3 17.4 11.8 11.1 17.6 28.2 28.2 17.5 18.1 13.7 I Queue: 1 3 1 1 2 0 1 17 3 1 12 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 DOl! 0 0 I ;~i~~~-~~d~it--u-u---n--II---un-u-u--II-nn---u--u-II--hh--_n__nl Base Vol: 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 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 0.94 0.94 0.94 0.82 0.82 0.82 0.91 0.91 0.91 PHF Volume: 101 305 40 92 232 49 38 277 204 39 132 69 1 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 305 40 92 232 49 38 277 204 39 132 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 1 MLF Adj: 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-:~:n:~~--u:~ Iln:~u~:~un:: II--:~--~~~---~~: II--::--::~-u-~: I Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.88 0.12 1.00 0.83 0.17 0.12 0.88 1.00 0.16 0.55 0.29 Final Sat.: 1700 1591 209 1700 1486 314 217 1583 1800 293 990 517 I ~~~~;i~~-~~l~~i~-~;d~i~~n-II h--uu-unhll_un_uu_uu II-u-uun_u__1 VOl/Sat: 0.06 0.19 0.19 0.05 0.16 0.16 0.17 0.17 0.11 0.13 0.13 0.13 Crit Moves: **** **** **** I Green/Cycle: 0.19 0.36 0.36 0.17 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.32 0.54 0.54 0.32 0.46 0.46.0.54 0.54 0.35 0.41 0.41 0.41 ------------1---------------1 1---------------1 1--------------_1 1-----__________1 Level Of Service Module: I Delay/Veh: 13.8 10.6 10.6 14.5 10.5 10.5 11.4 11.4 10.1 10.4 10.4 10.4 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: 13.8 10.6 10.6 14.5 10.5 10.5 11.4 11.4 10.1 10.4 10.4 10.4 Queue: 1 4 1 1 3 1 1 4 3 1 2 1 1******************************************************************************** Sat Aug 1, 1998 09:28:34 Page :-: -------------------------------------------------- n .259 Patton Station Opening Year Without Project AM Peak Hour - - - - - - - - - - - - - - - - - - - - - - ",,"-" '. -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0 .495 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 11.1 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:44 Page 1-: I - - - - - - - I ------------------------------------------------------------------------- 98 .259 Patton Station Opening Year without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0.466 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 10.7 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~--n I-n~~;~~~~~d-n II n-~~;~~~~~d---II--n~~~i~~~d--II-n-~~~i~~~dn I' Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~~~:~~-n---I-:n~h~h:h.~_II_:__~__~n:__~_II_~h:__~n~n:_11-~--~-_:~_~h~_1 Volume Module: Base Vol: 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 81 198 38 71 293 45 27 106 99 21 170 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: 0.91'0.91 0.91 0.90 0.90 0.90 0.88 0.88 0.88 0.91 0.91 0.911 PHF Volume: 89 218 42 79 326 50 31 121 112 23 187 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 89 218 42 79 326 50 31 121 112 23 187 32 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 218 42 79 326 50 31 121 112 23 187 32 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.84 0.16 1.00 0.87 0.13 0.20 0.80 1.00 0.10 0.77 0.13 :~~~:-~~:~~-I :~~~_::~:n_~:: II :~~~_::~:_n~~: II-~~~_:~~~n:~~~ II-:~:-:~::---~~~ II Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.14 0.05 0.21 0.21 0.08 0.08 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** I Green/Cycle: 0.17 0.37 0.37 0.21 0.42 0.42 0.27 0.27 0.27 0.27 0.27 0.27 Volume/cap: 0.31 0.39 0.39 0.22 0.50 0.50 0.32 0.32 0.23 0.50 0.50 0.50 ------------1---------------11---------------11---------------11----___________1 Level Of Service Module: I Delay/Veh: 14.4 9.1 9.1 12.8 8.8 8.8 11.5 11.5 11.1 12.7 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: 14.4 9.1 9.1 12.8 8.8 8.8 11.5 11.5 11.1 12.7 12.7 12.7J Queue: 1 3 1 1 4 1 0 2 1 0 3 1 ******************************************************************************* I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I . I I 1 1 I I . I I I . I I MITIG8 Sat Aug 1, 1998 09:28:38 Page :-: -----------------------------------------------------------------------------~-- 35 .259 . Patton Station Opening Year Without Project AM Peak Hour .1 -"'. -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) ******************************************************************************** Cycle (sec): 69 Critical Vol./Cap. (X): 0.564 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** 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 Protected Protected Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 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: Base Vol: 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj : 1. 05 1. 05 1. 05 1. 05 1. 05 1. 05 1. 05 LOS 1. 05 1. 05 1. 05 1. 05 Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 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: 0.79 0.79 0.79 0.75 0.75 0.75 0.74 0.74 0.74 0.78 0.78 0.78 PHF Volume: 69. 308 37 196 498 134 96 397 45 97 528 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 308 37 196 498 134 96 397 45 97 528 167 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.: 69 308 37 196 498 134 96 397 45 97 528 167 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.79 0.21 1.00 1.58 0.42 1.00 1.80 0.20 1.00 1.52 0.48 Final Sat.: 1700 3214 386 1700 2837 763 1700 3233 367 1700 2735 865 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.10 0.10 0.12 0.18 0.18 0.06 0.12 0.12 0.06 0.19 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 Volume/Cap: 0.28 0.35 0.35 0.80 0.64 0.64 0.39 0.47 0.47 0.39 0.74 0.74 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 17.2 13.0 13.0 29.5 15.2 15.2 17.8 14.2 14.2 17.8 17.3 17.3 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: 17.2 13.0 13.0 29.5 15.2 15.2 17.8 14.2 14.2 17.8 17.3 17.3 Queue: 1 5 1 5 9 3 2 7 1 2 10 4 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:47 --------------------------------------------------------------------------- 98 .259 Patton Station Opening Year Without Project PM Peak Hour I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 I I I I I I I . I I I I I I . I . I . I I MITIG8 -------------------------------------------------------------------------- S~t Aug 1, 1998 09:28:42 Page :- ~ ;)8 .259 Patton Station Opening Year Without Project AM Peak Hour ", '..\. ';', -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (Xl: 0.436 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.0 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 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: 0.55 0.55 0.55 0.82 0.82 0.82 0.69 0.69 0.69 0.79 0.79 0.79 PHF Volume: 74 2 27 33 1 45 242 514 59 9 546 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 2 27 33 1 45 242 514 59 9 546 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 2 27 33 1 45 242 514 59 9 546 124 ------------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 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.97 0.03 1.00 0.97 0.03 1.00 1.00 2.00 1.00 1.00 1.63 0.37 Final Sat.: 1753 47 1800 1747 53 1800 1700 3600 1800 1700 2934 666 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.01 0.02 0.02 0.03 0.14 0.14 0.03 0.01 0.19 0.19 Crit Moves: **** **** **.* Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.21 0.29 0.29 0.19 0.27 0.27 VOlume/Cap: 0.12 0.12 0.04 0.05 0.05 0.07 0.68 0.49 0.11 0.03 0.68 0.68 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 8.1 8.1 7.9 7.9 7.9 8.0 17.7 11.7 10.1 12.7 13.9 13.9 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: 8.1 8.1 7.9 7.9 7.9 8.0 17.7 11.7 10.1 12.7 13.9 13.9 Queue: 1 0 0 0 0 0 4 7 1 0 9 2 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:29:52 Page 1-: I I I ------------------------------------------------------------------------------- 98 .259 , Patton Station Opening Year Without project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) I ******************************************************************************* Cycle (sec): 60 Critical Vol./Cap. (X): 0.424 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 12.0 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R C;~t~;i~u--I----p~~itt~d--II-u-p~;;itt~d--II u-P~;t~~t~d---II-up~;t~~t~d---1 Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ~~~:~ ~ - - - - - - I - ~ - - : - - ~ - - ~ - _: - II - ~ - - : - - ~ - - ~ - - : - II - : - - ~ - -: - - ~ - -: - II -: - - ~ - -: - -: - _ ~ _I Volume Module: Base Vol: 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1'.05 1.05 1.05 1.05 1.051 Initial Bse: 65 2 32 109 1 185 46 722 61 6 687 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: 0.71 0.71 0.71 0.78 0.78 0.78 0.96 0.96 0.96 0.97 0.97 0.971 PHF Volume: 92' 3 44 140 1 237 48 753 63 6 708 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 3 44 140 1 237 48 753 63 6 708 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 MLF Adj: 1.00 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 3 44 140 1 237 48 753 63 6 708 14 ~:~~f:~~~~-;i~~:~;~~~~~-:::: II ::::-::::--:::: II ::::-::::--:::: II ::::-::::--::::, AdJustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.97 0.03 1.00 0.99 0.01 1.00 1.00 2.00 1.00 1.00 1.96 0.041 ~~~~:-~~~~~-I :~~:u_:~u:~~~ II :~~~---::_-:~~~ II :~~~-:~~~--:~~~ II :~~~_:::~_u_~~ Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.02 0.08 0.08 0.13 0.03 0.21 0.04 0.00 0.20 0.201 Crit Moves: **** **** **** Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.17 0.29 0.29 0.19 0.32 0.32 Volume/Cap: 0.14 0.14 0.07 0.21 0.21 0.36 0.17 0.72 0.12 0.02 0.63 0.63 i~;~i-of-s~~i~~-M;d~i~~----II-------h----u I l-u---h_______1I---------h----, Delay/Veh: 8.2 8.2 8.0 8.5 8.5 9.1 13.9 14.1 10.1 12.7 12.1 12.1 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: 8.2 8.2 8.0 8.5 8.5 9.1 13.9 14.1 10.1 12.7 12.1 12.11 Queue: 1 0 0 2 0 3 1 12 1 0 10 0 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 I I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:28:46 Page :- ~ ----------------------------------------------------------------------------- :38 .259 Patton Station Opening Year Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Average Delay (sec/veh): 2.1 Worst Case Level Of Service: D ******************************************************************************** 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: DOl! 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: Base Vol: 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 69 0 27 0 0 0 0 362 24 4 497 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: 0.88 1.00 0.88 1.00 1.00 1.00 1.00 0.81 0.81 0.76 0.76 1.00 PHF Volume: 79 0 31 0 0 0 0 447 30 6 653 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 79 0 31 0 0 0 0 447 30 6 653 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module: Grade: 0\ 0\ 0\ 0\ \ Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx \ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE:. xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 87 0 34 0 0 0 0 447 30 6 653 0 ------------1---------------1 1---------------1 1---------------1 1-------------__1 Critical Gap Module: Moveup Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 .1 xxxx xxxxx Cri tical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1------------___1 Capacity Module: Cnflict Vol: 1121 xxxx 239 xxxx xxxx xxxxx xxxx xxxx xxxxx 477 xxxx xxxxx Potent Cap.: 203 xxxx 1048 xxxx xxxx xxxxx xxxx xxxx xxxxx 951 xxxx xxxxx Adj Cap: 0 . 99 xxxx 1. 00 xxxx xxxx xxxxx xxxx xxxx XXXXX 1. 00 xxxx XXXXX Move Cap.: 201 xxxx 1048 xxxx xxxx XXXXX xxxx xxxx XXXXX 951 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module: Stopped Del: 29.3 XXXX 3 .5 xxxxx XXXX xxxxx xxxxx XXXX xxxxx 3 . 8 xxxx xxxxx LOS by Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: XXXX 261 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel: XXXXX 23.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D * * * * * * * * * * ApproachDel: 22.0 0.0 0.0 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 ~8 -------------------------------------------------------------------------------- Sat Aug 1, 1998 09:29:56 Page : -: I .259 Patton Station Opening Year Without Project PM Peak Hour I MITIG8 I I I Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R I ~;~~~;i~-n-In-~~;~-~i~-nll---~~;~-~i~~-u II--~~;;~~~;ii~d-II u~~;;~~~;ii~d-I Rights: Include Include Include Include Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 I ;;i;;~-~;d;it-_un_n_-u-II------u_u-u-II u--uunu---II--u___u______1 Base Vol: 57 14 36 25 11 3 33 101 9 23 89 49 I Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 60 15 38 26 12 3 35 106 9 24 93 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: 0.72 0.72 0.72 0.75 0.75 0.75 0.87 0.87 0.87 0.71 0.71 0.71 I PHF Volume:. 83 20 53 35 15 4 40 122 11 34 132 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 83, 20 53 35 15 4 40 122 11 34 132 72 I ~~ii:~~d-;;i~;~-~;d;~~~u-u II-uhu::-hh_lluuh_::uhu II-huh::--_h_1 % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I ~~~_~~:~~_U I__=:_u~~u__~~ II U:=_h:~_Uh~ 11--~~--:~~--u::II__:~__::~u__~~ I Critical Gap Module: Moveup Time: 3 .4 3 .3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 ..1 xxxx xxxxx I ~=~=~:~:-~~~ I_~~~u~~~_u~~~ II-~~~__~~~_u~~~ II-~~~-~_~II_~~~_~_~I Capacity Module: Cnflict Vol: 379 405 127 405 374 168 204 xxxx XXXXX 133 xxxx XXXXX I Potent Cap.: 639 669 1193 617 694 1138 1370 xxxx XXXXX 1482 xxxx XXXXX Adj Cap: 0.93 0.94 1.00 0.89 0.94 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 597 631 1193 546 655 1138 1370 xxxx xxxxx 1482 xxxx XXXXX I ~~~~i-Of-~~;ti;~-~;d;i~~u--II-_u--u-u-u-II-uhuh-_u--II h____UU_Uh I Stopped Del: 7.0 5.9 3.2 7.0 5.6 3.2 2.7 xxxx XXXXX 2.5 xxxx XXXXX LOS by Move: * * A * * A A * * A * * I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 603 xxxx XXXXX 575 xxxx xxxxx xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 7.2 xxxx XXXXX 6.9 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX Shared LOS: B * * B * * * * * * * * I ApproachDel: 5.6 6.3 0.7 0.4 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Sat Aug 1, 1998 09:28:50 Page :. < ----------------------------------------------------- ------------------- - -- - - --- :J8 .259 Patton Station Opening Year Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** Average Delay (sec/veh): 2.4 Worst Case Level Of Service: B ******************************************************************************** I I I MITIG8 Sat Aug 1, 1998 09:29:59 Page :-: I - - - - - - - - - - - - - - - - - II --------------------------------------------------------------- ;)8 .259 Patton Station Opening Year Without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************* Intersection #39 Central Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Average Delay (sec/veh): 2.6 Worst Case Level Of Service: . ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~: ~ - - - I - ~ - - = - - :- - - = - - ~ - II - ~ - - = - - :- - - = - - ~ - II - ~ - - = - - :- - - = - - ~ - II - ~ - - = - - :- - - = _ _ ~ _I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include I ~~~:~~n-n-I-~--:--~--~h:-II-~n:h~h~n:-II-:n~n~h:n~-II_:-_~n~n:n~_, Volume Module: Base Vol: 70 12 100 39 11 8 16 115 34 35 75 281 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 74 13 105 41 12 8 17 121 36 37 79 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: 0.89 0.89 0.89 0.85 0.85 0.85 0.81 0.81 0.81 0.91 0.91 0.911 PHF Volume: 83 14 118 48 14 10 21 149 44 40 87 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final vol.: . 83 14 118 48 14 10 21 149 44 40 87 32 ~d;~~~~d-;;i~~~-~;d~i~~-h--II-h-n--n---n I Ih-----------__I 1--------_______' Grade: 0'1< 0'1< 0'1< 0'1< 'I< Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I 'I< TruCk/COmb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/ Cmb PCE:. xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx . ~~~-~~~~~n_I--=:---:~-h:=~ II--~=---:~---_:: II--~=__:~=h__~~ II--~~n-~~--h=~ fit Critical Gap Module: Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx XXXXX 2.1 xxxx XXXXXI Cr~t~cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx XXXXX -----~------I---------------I 1---------------1 1---------------1 1---------------1 Capac~ty Module: Cnflict Vol: 347 351 171 401 357 103 119 xxxx XXXXX 193 xxxx xxxxxl Potent Cap.: 667 714 1134 620 709 1228 1505 xxxx XXXXX 1387 xxxx XXXXX Adj Cap: 0.94 0.95 1.00 0.84 0.95 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 627 680 1134 521 676 1228 1505 xxxx XXXXX 1387 xxxx XXXXX L~~~i-of-s~Ji;~-M~d~i~~----II-n-------h-n 11---------------lln-------------1 Stopped Del: 6.6 5.4 3.5 7.6 5.4 3.0 2.4 xxxx XXXXX 2.7 xxxx XXXXX LOS by Move: * * A * * A A * * A * * I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT _ LTR _ RT Shared Cap.: 634 xxxx XXXXX 548 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 6.7 xxxx XXXXX 7.4 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx xxxxx Shared LOS: B * * B * * * * * * * * I ApproachDel: 4.8 6.6 0.3 0.7 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I I MITIG8 I I I I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 I ;;i~~~-~;d~ituu-u-uu--II u_u__u_h___11 u_u_u__u_u II---uuh-_uu I Base Vol: 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 61 105 21 147 119 68 38 298 28 42 369 103 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: 0.82 0.82 0.82 0.72 0.72 0.72 0.93 0.93 0.93 0.81 0.81 0.81 PHF Volume: 74 128 26 204 165 95 41 321 30 52 455 127 I Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 128 26 204 165 95 41 321 30 52 455 127 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 I MLF Adj: 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 U~~U:~~__U~~ II-~~~__:~~_h_:~ II-_~:u=~:_u_=~ II-_~~-_~~~n-:~~ I Saturation Fiow Module: 'I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.83 0.17 1.00 0.63 0.37 1.00 1.83 0.17 1.00 2.00 1.00 Final Sat.: 1700 1496 304 1700 1142 658 1700 3292 308 1700 3600 1800 I ~~~~~i~~-~~1~~i~-~;d~i~~u-II--u-h--u--h II hu_u_u_u__II--u-u-u--u-1 VOl/Sat: 0.04 0.09 0.09 0.12 0.14 0.14 0.02 0.10 0.10 0.03 0.13 0.07 Crit Moves: **** **** I Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.42 0.42 0.42 0.42 0.42 0.42 ~~:~~':::~:~~-I ~~~:_~~:~--~~:~ II ~~:~_~~=~u~~=~ II ~~~~_~~~=h~~~= II ~~~~-~~=~--~~:~ I Level Of Service Module: I Delay/Veh: 5.5 5.7 5.7 6.0 6.2 6.2 6.7 7.2 7.2 6.7 7.5 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: 5.5 5.7 5.7 6.0 6.2 6.2 6.7 7.2 7.2 6.7 7.5 7.0 Queue: 1 1 0 2 2 1 0 3 0 1 5 1 II ******************************************************************************** I I I I Sat Aug 1, 1998 09:28:54 Page ~-: -------------------------------------------------------------------------------- ( ," .Jj .259 Patton Station Opening Year Without project AM Peak Hour j \. l. -------------------------------------------------------------- ------------------ Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.301 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 6.7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:30:04 Page :-: I - - - - - - - - - - - - - - - - - - I -------------------------------------------------------------- ;)8 .259 Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #9 Orange St. (NS) / Highland Ave. (EW) *******************************************************************************1. Cycle (sec): 60 Critical Vol./Cap. (X): 0.302 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.2 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c~~~~~i~----I----~~~i~~~du II-h-~~~i~~~du II u--~~~i~~~d--II uU~~~i~~~dh II Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~:~:~ ~ - - - - - - I - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ _ _ ~ _ II Volume Module: Base Vol: 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 57 28 44 79 30 37 97 647 107 42 489 135 User Adj: 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 PHF Adj: 0.93'0.93 0.93 0.87 0.87 0.87 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 61 30 47 91 35 42 101 674 112 44 510 141 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 30 47 91 35 42 101 674 112 44 510 141 PCE 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 I MLF AdJ: 1.00 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 30 47 91 35 42 101 674 112 44 510 141 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~:~/~:~;~n F ~~o~of~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 II AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.39 0.61 1.00 0.45 0.55 1.00 1.72 0.28 1.00 2.00 1.00 ~~~::-~~::~-I ~?~~__?~~u~~:: II ~?~~__~~~u_:~~ II ~?~~_=~~?_h:~= II ~?~~_=~~~h~~~~ II Capacity Analysis Module: VOl/Sat: 0.04 0.04 0.04 0.05 0.04 0.04 0.06 0.22 0.22 0.03 0.14 0.08 Crit Moves: **** **** I Green/CYCle: 0.33 0.33 0.33 0.33 0.33 0.33 0.57 0.57 0.57 0.57 0.57 0.57 Volume/Cap: 0.11 0.13 0.13 0.16 0.13 0.13 0.10 0.39 0.39 0.05 0.25 0.14 ------------1---------------1 1---------------1 1---------------1 1------_________1 Level Of Service Module: I Delay/Veh: 8.9 9.0 9.0 9.1 9.0 9.0 3.9 4.7 4.7 3.7 4.3 4.0 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: 8.9 9.0 9.0 9.1 9.0 9.0 3.9 4.7 4.7 3.7 4.3 4.0 I Queue: 1 0 1 1 0 0 1 6 1 0 4 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 I ;;i~~~-~;d~ituhuu-u-hll U__Uhu___u II u-uhu_h___II__u_u_uhu_1 Base Vol: 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1:05 1.05 1.05 1.05 1.05 I Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 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: 0.85 0.85 0.85 0.82 0.82 0.82 0.83 0.83 0.83 0.89 0.89 0.89 I PHF Volume: 89' 135 54 49 155 155 105 286 123 44 343 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 135 54 49 155 155 105 286 123 44 343 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 I MLF Adj: 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--~:U~=:Uh:~ II U~:U~::_U~:: II-~~:__:~~u_~:= II n~~u=~=__u~: I Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.40 0.60 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 1800 I ~~~~;i~;-~~l;~i~-~;d~i~~-n II U__Uhuu_u II hu_un_uu_11 h_hUUh__h I Vol/Sat: 0.03 0.07 0.03 0.03 0.09 0.09 0.06 0.11 0.11 0.03 0.10 0.02 Crit Moves: **** **** **** **** I Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/cap: 0.20 0.27 0.11 0.21 0.31 0.31 0.44 0.41 0.41 0.19 0.34 0.08 ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module: I Delay/veh: 17.8 13.2 12.5 17.8 13.3 13.3 19.3 13.8 13.8 17.7 13.5 12.4 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: 17.8 13.2 12.5 17.8 13.3 13.3 19.3 13.8 13.8 17.7 13.5 12.4 I Queue: 2 2 1 1 2 2 2 5 2 1 6 1 ******************************************************************************** Sat Aug 1, 1998 09:28:57 Page l-l ------------------------------------------------------------- ;}0 .259 . Patton Station Opening Year Without Project AM Peak Hour ------------------- ------------------------------------------------------------- ------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 72 Critical Vol./Cap. (X): 0.325 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 14.3 Optimal Cycle: 72 Level Of Service: B ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:30:07 Pag'" :-: I I ----------------------------------------------------------------------------~--- 98 .259 Patton Station Opening Year Without Project PM Peak Hour -------------------------------------------------------------------------------- , Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 72 Critical Vol./Cap. (X): 0.442 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.7 Optimal Cycle: 72 Level Of Service: C ********************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ~;;~;;i ~ - - - -I - - - ~;;~~~~~d - - -II - - - ~;;~~~~~d - - - II - - - ~;;~~~~~d - - - II - - - ~;;~~~~~d - - -II Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 ~~~:~~u-u-I-~--~u:--~u:_II_:__~__:__:u~_II_:u~u:__:u~_II_:__~u~__~__:_11 Volume Module: Base Vol: 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 142 98 119 50 64 87 80 546 142 86 452 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: 0.85 0.85 0.85 0.80 0.80 0.80 0.96 0.96 0.96 0.940.94 0.94. PHF Volume: 167 115 140 63 80 109 83 569 148 92 480 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 115 140 63 80 109 83 569 148 92 480 41 PCE 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 I MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'Final Vol.: 167 115 140 63 80 109 83 569 148 92 480 41 ------------1---------------1 1---------------1 1---------------1 1-------------__1 Saturation Flow Module: I Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 AdJustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 0.41 1.00 2.00 1.00 ~~~~:-~~:~~-I ~~~~_:~~~u:~~~ II :~~~_:~~~u:~~~ II :~~~_~~:~_u~:~ II :~~~-~~~~--:~~~ II Capacity Analysis Module: Vol/Sat: 0.05 0.06 0.08 0.04 0.04 0.06 0.05 0.20 0.20 0.05 0.13 0.02 Crit Moves: **** **** **** **** I Green/CYCle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 VOlume/Cap: 0.38 0.23 0.28 0.27 0.16 0.22,0.35 0.72 0.72 0.39 0.48 0.08 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Level Of Service Module: I Delay/Veh: 18.5 13.0 13.2 18.1 12.7 12.9 18.5 16.9 16.9 18.8 14.3 12.4 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: 18.5 13.0 13.2 18.1 12.7 12.9 18.5 16.9 16.9 18.8 14.3 12.4 I Queue: 3 2 2 1 1 2 2 11 3 2 8 1 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I I I I I I I I I I I I I I I I I I I I MITIG8 qat Aug 1, 1998 09:29:01 Page >: -------------------------------------------------------------------------------- as .259 Patton Station Opening Year Without Project AM Peak Hour ,,' . -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 78 Critical Vol./Cap. (X): 0 .451 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 17.2 Optimal Cycle: 78 Level Of Service: C ******************************************************************************** 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 25 25 10 25 25 10 21 21 10 21 21 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: Base Vol: 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 160 118 28 78 132 97 74 96 213 114 324 171 User Adj: 1.00 1.00 1.00 1.001.qO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.94 0.94 0.94 PHF Volume: 179 132 32 87 149 109 83 107 239 122 345 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 132 32 87 149 109 83 107 239 122 345 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 179 132 32 87 149 109 83 107 239 122 345 182 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.16 0.84 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1----------_____1 Capacity Analysis Module: Vol/Sat: 0.11 0.05 0.05 0.05 0.07 0.07 0.05 0.03 0.13 0.07 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 Volume/Cap: 0.82 0.14 0.14 0.40 0.22 0.22 0.38 0.11 0.49 0.56 0.36 0.25 ------------1---------------1 1---------------1 1---------------1 1--------_______1 Level Of Service Module: Delay/Veh: 36.0 12.2 12.2 20.8 12.5 12.5 20.7 13.9 16.2 23.0 15.0 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: 36.0 12.2 12.2 20.8 12.5 12.5 20.7 13.9 16.2 23.0 15.0 10.2 Queue: 5 2 0 2 2 2 2 2 4 3 6 3 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:30:10 ;)8 .259 . Patton Station Opening Year Without Project PM Peak Hour ------------------- I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I I I I I I I I I I I I I I I I I I I I ~8 .259 APPENDIX F OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:38:25 Page 1-: ------------G-8--~25-9---------~p~~~~~-s~~~i~~---------------------------------- Opening Year with Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0 .502 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 7.9 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R ------------1---------------1 J--------c------I 1---------------1 1---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 0.00 1.05 1,05 1.05 1.05 1.05 1.05 Initial Bse: 0 0 0 679 0 0 0 323 0 0 433 0 Added Vol: 0 0 0 65 0 0 0 27 0 0 22 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 745 0 0 0 351 0 0 455 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.79 1.00 0.00 1.00 0.89 1.00 1.00 0.80 1.00 PHF Volume: 0 0 0 942 0 0 0 394 0 0 568 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 942 0 0 0 394 0 0 568 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 942 0 0 0 394 0 0 568 0 ~~~;;~~i;~-~i;~-~;d;i~~u-nll u-uu--uunll--uhu-uu--II-uuuu-uu-1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 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 0.29 0.00 0.00 0.00 0.11 0.00 0.00 0.16 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.59 0.00 0.00 0.00 0.31 0.00 0.00 0.31 0.00 VOlume/cap: 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.35 0.00 0.00 0.50 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 0.0 0.0 0.0 4.9 0.0 0.0 0.0 10.3 0.0 0.0 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: 0.0 0.0 0.0 4.9 0.0 0.0 0.0 10.3 0.0 0.0 11.1 0.0 Queue: 0 0 0 9 0 0 0 5 0 0 8 0 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:39:41 Page 1-: I - - - - - - - - - - - - - - - - - - - I ------------------------------------------------------------- 98 .259 Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0.656 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 9.0 Optimal CYCle: 60 Level Of Service: B *******************************************************************************1 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 I Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 ~~~=~~--u--I-~h~h~h~u.~-II-:--~--~--~--~-II-~h~u:h~__~-11-~-_~__:h~__~_1 Volume Module: Base Vol: 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 0.00 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 Added Vol: . 0 0 0 95 0 0 0 40 0 0 36 0 PasserByVol: O. 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 999 0 0 0 900 0 0 711 O. User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.97 1.00 0.00 1.00 0.93 1.00 1.00 0.95 1.00 PHF Volume: 0 0 0 1030 0 0 0 968 0 0 748 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 0 0 0 1030 0 0 0 968 0 0 748 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.001 ~~~~~-~~~~~-I-U~Uh~h-h~ II ~~=~u__~_uu~ II_u~__~~~uh_~ II u_~__~~~u___~ I Saturat10n Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 c~~~~i~;-~~l;~i~-~;d~i~~---II--------hh-hll ---uuh_h___II____u_uu____I. VOl/Sat: 0.00 0.00 0.00 0.32 0.00 0.00 0.00 0.27 0.00 0.00 0.21 0.00 Crit Moves: **** **** Green/CyCle: 0.00 0.00 0.00 0.49 0.00 0.00 0.00 0.41 0.00 0.00 0.41 0.00 I VOlume/Cap: 0.00 0.00 0.00 0.66 0.00 0.00 0.00 0.66 0.00 0.00 0.51 0.00 ------------1---------------1 1---------------1 1---------------1 1-----__________1 Level Of Service Module: Delay/Veh: 0.0 0.0 0.0 8.1 0.0 0.0 0.0 10.0 0.0 0.0 8.8 0.0 I 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 8.1 0.0 0.0 0.0 10.0 0.0 0.0 8.8 0.0 Queue: 0 0 0 13 0 0 0 13 0 0 9 0 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include . Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 I ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - I Base Vol: 246 119 66 29 273 314 76 613 285 130 835 124 I Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 Added Vol: 0 0 3 7 0 0 0 93 0 6 74 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 258 125 73 37 287 330 80 736 299 142 951 136 I' User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.65 0.65 0.65 0.85 0.85 0.85 0.80 0.80 0.80 0.79 0.79 0.79 PHF Volume: 397 192 112 44 337 388 100 920 374 180 1204 172 I Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 192 112 44 337 388 100 920 374 180 1204 172 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~:-~~:~~-I-:~~--:~~n-::~ II n::n::~_n:~~ II-:~~n~~~n_:~: II-:~~_:~~:_n:~~ I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4725 675 ------------1---------------1 1---------------1 1---------------1 1-----------____1 I Capacity Analysis Module: . Vol/sat: 0.23 0.11 0.06 0.03 0.19 0.22 0.03 0.26 0.21 0.11 0.25 0.25 Crit Moves: **** **** **** **** I Green/cycle: 0.26 0.36 0.36 0.13 0.24 0.24 0.08 0.28 0.28 0.12 0.32 0.32 ~~:~~=~~~~~-I ~~~~-~~~~--~~:~ II ~~:~-~~~~--~~~~ II ~~:~-~~~~--~~~: II ~~~~-~~~~--~~~~ I Level Of Service Module: I Delay/Veh: 42.7 17.6 16.7 29.8 30.7 38.0 34.1 34.5 28.8 60.0 26.2 26.2 Us~r 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 17.6 16.7 29.8 30.7 38.0 34.1 34.5 28.8 60.0 26.2 26.2 Queue: 15 5 3 1 11 15 3 32 12 8 38 6 I ******************************************************************************** S~t Aug 1, 1998 09:38:31 Page 1-: ------------------------------------------------------------------- :J8 .259 Patton Station Opening Year With Project AM Peak Hour ------------------------------------------------------------ -------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) **********************************~********************************************* Cycle (sec): 120 Critical Vol./Cap. (X): 0.901 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 32.0 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Sat Aug 1, 1998 09:48:31 Page 1-: I I ---------------------------------------------------------------------------- 98 .259 Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- > Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 95 Critical Vol./Cap. (X): 0.815 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 35.5 Optimal Cycle: 95 Level Of Service: D ********************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -II - - - - - - - - - - - - - - c II - - - - - - - - - - - - - - - 11- - - - - - - - - - - - - - - II Base Vol: 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 142 85 35 83 182 137 300 1104 349 156 1154 177 Added Vol: 0 0 5 10 0 0 0 134 0 9 121 9 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 142 85 40 93 182 137 300 1238 349 165 1275 186 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . PHF Adj: 0.75 0.75 0.75 0.90 0.90 0.90 0.88 0.88 0.88 0.87 0.87 0.87 PHF Volume: 189 113 53 103 202 152 341 1406 396 190 1465 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I >Reduced Vol: 189 113 53 103 202 152 341 1406 396 190 1465 214 PCE 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 MLF AdJ: 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-:~:n:::-n-:: 11_:~:n~~~_h::~ 11_:~:_:~~~n_::~ II-::~-:~~:---~:~ II Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 II Lanes: 1.00 1.00 1.00 1.00 1.14 0.86 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4712 .688 c~~~~i;;-~~t~i~-~;d~i~~-n II n__n___n_n_II_____________n II--n---n-nn-II VOl/Sat: 0.11 0.06 0.03 0.06 0.10 0.10 0.11 0.39 0.22 0.11 0.31 0.31 Crit Moves: **** ****. **** **** Green/Cycle: 0.11 0.29 0.29 0.11 0.28 0.28 0.12 0.38 0.38 0.11 0.36 0.36 I VOlume/Cap: 1.04 0.22 0.10 0.57 0.35 0.35 0.86 1.04 0.59 1.04 0.86 0.86 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 92.3 16.8 16.2 29.3 17.5 17.5 38.8 49.0 16.3 92.1 21.4 21.4 I 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: 92.3 16.8 16.2 29.3 17.5 17.5 38.8 49.0 16.3 92.1 21.4 21.4 Queue: 9 2 1 3 4 3 11 53 9 9 38 7 ********************************************************************************1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 1 I Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) ******************************************************************************** I Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R I ~~~~~~i ~ n - -I n ~~;~~~~~ii~d -II n ~~;~~~~~ii~d -II u - ;~~~ - ;i~~ n -llu - ;~~~ - ;i~~ - ul Rights: Include Include Include Include Lanes: 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 I ;~i~~~-M;d~itnun-nn---II n_n_n__n_n II-n----_n--n-ll_nnn____nnl Base Vol: 0 402 I Growth Adj : 1.05 1.05 Initial Bse: 0 422 Added vol: 0 3 PasserByvol: 0 0 I Initial Fut: 0 426 User Adj: 1.00 1.00 PHF Adj: 1.00 0.76 PHF Volume: 0 560 I Reduct Vol: 0 0 . Final Vol. : 0 560 Adjusted Volume Module: Grade: 0\ I \ Cycle/Cars: xxxx xxxx '!r Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.00 1.00 I Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 0 560 137 Critical Gap Module: I MoveUp Time: xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ~:~:~:~:_~~~~-~-~I I-=~=-~-~I~-~-~I~_~_~I Capacity Module: I Cnflict Vol: xxxx xxxx XXXXX 697 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 725 xxxx xxxxx xxxx xxxx XXXXX xxxx xxxx xxxxx Adj Cap: xxxx xxxx XXXXX 1.00 xxxx XXXXX xxxx xxxx xxxxx xxxx xxxx XXXXX Move Cap.: xxxx xxxx XXXXX 725 xxxx XXXXX xxxx xxxx xxxxx xxxx xxxx XXXXX I L~~~i-of-;~j.i;~-M~d~i~~nnll----nn_n----II nn-----------11 n_______n_n_1 Stopped Del:xxxxx xxxx XXXXX 7.9 xxxx xxxxx xxxxx xxxx XXXXX XXXXX xxxx xxxxx LOS by Move: * * * B * * * * * * * * I 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Shared LOS: * * * * * * * * * * * * ApproachDel : 0 . 0 2 . 7 0 . 0 0 . 0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Sat Aug 1, 1998 09:38:36 n ------------------------------------------------------------------------- Page l-l .259 Patton Station Opening Year With Project AM Peak Hour . L .. . -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** 99 1. 05 104 o o 104 1. 00 0.76 137 o 137 I I I 207 1. 05 217 3 o 220 1. 00 0.81 272 o 272 442 1. 05 464 3 o 467 1. 00 0.81 576 o 576 o 1. 05 o o o o 1.00 1.00 o o o 0\ xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 299 576 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o o page::.-: I -------------------------------------------------------------------------------- I -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) *******************************************************************************~ Average Delay (sec/veh): 1.7 Worst Case Level Of Service: ~ ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~:::~~~~: ~ - - -I - ~ - - = - -: - - = - - ~ - II - ~ - - = - -: - - = - - ~ -II - ~ - - = - -: - - = - - ~ -II - ~ - - = - -: - - = - - ~ _II Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include I ~~~~~ ~ - - - - - - I - ~ - - ~ - - : - - : - - ~ - II -: - - ~ - -: - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - ~ ~ - _ ~ _ _ ~ _ I Volume Module: Base Vol: 0 238 I Growth Adj: 1.05 1.05 Initial Bse: 0 250 Added Vol: 0 5 PasserByVol : 0 0 I Initial Fut: 0 255 User Adj : 1. 00 1. 00 PHF Adj: 1.00 0.86 I PHF Volume: 0.296 Reduct Vol: 0 0 , Final Vol. : 0 296 Adjusted Volume Module: I Grade: 0\ 0\ 0\ 0\ \ Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx \ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj vol.: 0 296 85 415 478 0 0 0 0 0 0 0 Critical Gap Module: I MoveUp Time: xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Cri tical Gp: xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 capacity Module: I Cnflict Vol: xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~~~~~~;~~~--I~-~-~II~~~~-~-~II~-~-~II~-~-~II Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: 0.0 MITIG8 Sat Aug 1, 1998 09:39:54 88 .259 . Patton Station Opening Year With Project PM Peak Hour 70 1.05 74 o o 74 1. 00 0.86 85 o 85 330 1. 05 347 4 o 351 1. 00 0.93 377 o 377 419 1. 05 440 4 o 444 1. 00 0.93 478 o 478 5.2 xxxx B * LT - LTR xxxx xxxx xxxxx xxxx * * o 1. 05 o o o o 1. 00 1.00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1.05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1.00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o xxxxx XXXXX xxxx xxxxx xxxxx xxxx XXXXX I * * * * * * * I I I I 2.4 - RT xxxxx xxxxx * LT - LTR xxxx xxxx xxxxx xxxx * * 0.0 - RT xxxxx xxxxx * LT - LTR xxxx xxxx xxxxx xxxx * * 0.0 - RT xxxxx xxxxx * Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I -- -- I MITIG8 I I I I Approach: North Bound South Bound East Bound West Bound ~~:':~:~:~-ul-~-_n_:__u_~_II_~nn_:nu_~_II_~__u_:_____~_11-~n_n:_uu~_1 I Control: prot+permit Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 1 ;;i~~~-~;d~it---n-_n----:-II-n---n-_n-n II nun-n-nn-II---__nn______1 Base Vol: 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse.: 217 17 116 17 0 17 12 675 0 0 909 14 Added Vol: . 0 0 3 0 0 0 0 103 0 0 85 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 217 17 119 17 0 17 12 778 0 0 994 14 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.80 1.00 0.80 0.78 0.78 1.00 1.00 0.81 0.81 PHF Volume: 268 21 146 21 0 21 15 998 0 0 1228 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 268 21 146 21 0 21 15 998 0 0 1228 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 I r~~~~~~~~~~Fl;~~~;d~i~~--:~~ II n=:n__~_h_=: II h::__==~un_~ II-__~_:==~nn:~ I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.13 0.87 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: xxxx 226 1574 1700 0 1800 1700 3600 0 0 3551 49 I ~~~~;i~~-~~i~;i;-~;d~i~~---II n--n---------II-__n________ull__n__u__nu_1 Vol/Sat: 0.00 0.09 0.09 0.01 0.00 0.01 0.01 0.28 0.00 0.00 0.35 0.35 Crit Moves: **** **** **** **** Green/Cycle: 0.34 0.34 0.34 0.23 0.00 0.23 0.11 0.54 0.00 0.00 0.43 0.43 I ~~:~~:~~~~~-I ~:~~-~:=~--~:=~ II ~:~:_~:~~n~:~: II ~:~~-~::=--~:~~ II ~:~~-~:~~--~:~~ I Level Of Service Module: I Delay/Veh: 26.8 14.9 14.9 18.3 0.0 18.3 24.8 9.3 0.0 0.0 17.4 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: 26.8 14.9 14.9 18.3 0.0 18.3 24.8 9.3 0.0 0.0 17.4 17.4 Queue: 8 0 3 0 0 0 0 17 0 0 29 1 I ******************************************************************************** Sat Aug 1, 1998 09:50:18 Page 1-: ---------------------------------------------------------------------------- :38 .259 Patton Station Opening Year With Project AM Peak Hour --------------------------------------------------------------,------------------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 95 Critical Vol./Cap. (X): 0.516 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.3 Optimal Cycle: 95 Level Of Service: C ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Sat Aug 1, 1998 09:49:15 Page 1-: I I -------------------------------------------------------------------- 98 .259 Patton Station Opening Year With Project PM Peak Hour ------------------------------------------------------------- ------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) **********************************~*********************************************1 Cycle (sec): 120 Critical Vol./Cap. (X): 0.635 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 120 Level Of Service: C ********************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R c;~~~;i~--u I u~~;~:~~~i~--II--u~~~i~~~dh II u-~~;~~;~~dh-II-u-~~~i~~~du II Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 ~~~:~ ~ - - - - - - I -: - - ~ - - ~ - -: - - ~ - II -: - - ~ - - ~ - - ~ - - : - II -: - - ~ - -: - - ~ - - ~ - II - ~ - - ~ - -: - - : - - ~ - I I Volume Module: Base Vol: 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1 Initial Bse: 256 13 122 16 0 18 23 1213 0 0 1209 19 Added Vol: 0 0 5 0 0 0 0 149 0 0 139 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 256 13 127 16 0 18 23 1362 0 0 1348 19 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . PHF Adj: 0.94 0.94 0.94 0.67 1.00 0.67 0.91 0.91 1.00 1.00 0.83 0.83 PHF Volume: 273 13 135 24 0 27 25 1496 0 0 1624 23 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 273 13 135 24 0 27 25 1496 0 0 1624 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 I ~~~~~~~~;~~;!;~~~;d~i~~--:=~ II u:~u__~__u:~ II--:~_:~:~Uh_~ II u_~_:~:~____:= I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.09 0.91 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: xxxx 158 1642 1700 0 1800 1700 3600 0 0 3550 50 c~~~;i~;-~~!;~i~-~;d~i~~u-II---hu--hu--II--h--u--uh-II__u__uu_____11 VOl/Sat: 0.00 0.08 0.08 0.01 0.00 0.01 0.01 0.42 0.00 0.00 0.46 0.46 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0.28 0.28 0.18 0.00 0.18 0.08 0.62 0.00 0.00 0.53 0.53 I Volume/Cap: 0.00 0.29 0.29 0.08 0.00 0.08 0.18 0.67 0.00 0.00 0.86 0.86 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 34.4 21.8 21.8 26.2 0.0 26.2 33.1 10.3 0.0 0.0 18.5 18.5 I 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: 34.4 21.8 21.8 26.2 0.0 26.2 33.1 10.3 0.0 0.0 18.5 18.5 Queue: 11 0 4 1 0 1 1 33 0 0 49 1 I ******************************************************************************** I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I MITIG8 I I I I 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 I Control: prot+permit prot+permit Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 I ~~~~~i:7~d~it-::n-~:-n-:~ II--~:--:::-h-~: II--::--~::n--:~ II--::n:::-n-~~ I Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 67 57 34 24 177 54 17 311 37 35 413 28 Added Vol: 0 0 48 17 0 0 0 106 - 0 39 85 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 57 82 41 177 54 17 417 37 73 498 42 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.82 0.82 0.82 0.93 0.93 0.93 0.76 0.76 0.76 PHF Volume: 84 71 102 50 216 65 18 449 40 96 655 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I -Reduced Vol: 84 71 102 50 216 65 18 449 40 96 655 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.: 84 71 102 50 216 65 18 449 40 96 655 55 I S~t~;~ti;~-;i;~-~;d~i~~-n-- II---n------nn II-nnh-n_nn II---n-----h--- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: xxxx 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.84 0.16 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3306 294 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1-----__________1 I Capacity Analysis Module: Vol/Sat: 0.00 0.04 0.06 0.00 0.12 0.04 _ 0.01 0.14 0.14 0.06 0.18 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.49 0.31 0.31 0.49 0.31 0.31 0.14 0.24 0.24 0.14 0.24 0.24 I ~~~~~::~~~~-I ~~~~-~~:=--~~:~ II ~~~~-~~==--~~:: II ~~~~-~~~~--~~~~ II ~~~~-~~~~--~~:= I Level Of Service Module: I Delay/Veh: 17.8 11.4 11.6 17.4 12.6 11.3 17.1 16.0 16.0 18.6 19.0 13.7 Us~r 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: 17.8 11.4 11.6 17.4 12.6 11.3 17.1 16.0 16.0 18.6 19.0 13.7 Queue: 2 1 1 1 3 1 0 8 1 2 13 1 I ******************************************************************************** Sat Aug 1, 1998 09:38:45 Page >: -------------------------------------------------------------------------------- :33 .259 Patton Station Opening Year With Project AM Peak Hour " >.' ------------------------------------------------------------ -------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 71 Critical Vol./Cap. (X): 0.436 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.3 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Sat Aug 1, 1998 09:51:25 Page 1-: 1 I ---------------------------------------------------------------------------- 98 .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 75 Critical Vol./Cap. (X): 0.563 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 22.3 Optimal Cycle: 75 Level Of Service: C ********************************************************************************1 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 Protected Protected 1 Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ;;i~~~-~;d~itn--nnn-n-II n__nn__nh_11 n_n_nn__n_11 n_n_n__nh_11 Base Vol: 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1 Initial Bse: 34 143 46 39 112 25 58 716 74 45 576 47 Added Vol: 0 0 70 25 0 0 0 154 0 63 139 22 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 34 143 116 64 112 25 58 870 74 108 715 69 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.88 0.88 0.88 0.99 0.99 0.99 0.93 0.93 0.93 PHF Volume: 41 174 142 73 128 29 58 879 74 116 769 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 . Reduced Vol: 41 174 142 73 128 29 58 879 74 116 769 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1cOO 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 ~~~~:-~~:~~_I--:=n=~:n-=:~ II n~~n=~~nh~: II n~~__~~:h__~: II-==~__~~:hn~: I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1 Adjustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.84 0.16 1.00 2.00 1.00 Final Sat.: xxxx 1800 1800 XXXX 1800 1800 1700 3320 280 1700 3600 1800 c~~~~i~~-~~t~i~-~;d~i~~n-II--n------nh-II----------n---II nnn___n____I. VOl/Sat: 0.00 0.10 0.08 0.00 0.07 0.02 0.03 0.26 0.26 0.07 0.21 0.04 Crit Moves: **** **** **** **** Green/CYCle: 0.47 0.29 0.29 0.47 0.29 0.29 0.15 0.28 0.28 0.13 0.26 0.26 1 VOlume/Cap: 0.00 0.33 0.27 0.00 0.24 0.05 0.22 0.95 0.95 0.51 0.82 0.16 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 18.6 13.5 13.2 19.0 13.1 12.3 18.1 29.4 29.4 21.1 21.0 13.8 I 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: 18.6 13.5 13.2 19.0 13.1 12.3 18.1 29.4 29.4 21.1 21.0 13.8 Queue: 1 3 2 1 2 0 1 22 3 2 16 1 ********************************************************************************1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I 1 I MITIG8 I I I I 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 I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 DOl! 0 0 I ;~i~~~ - ~~d~i~ ~ - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - I Base Vol: 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1:05 1.05 1.05 1.05 1.05 I Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 63 Added Vol: 0 34 0 0 28 8 10 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 96 324 38 86 246 54 42 227 167 36 120 63 I User Adj: 1.00 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 0.94 0.94 0.94 0.82 0.82 0.82 0.91 0.91 0.91 PHF Volume: 101 341 40 92 262 58 51 277 204 39 132 69 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 341 40 92 262 58 51 277 204 39 132 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 I ~~~~:-~~:~~-I-~~~--=~~----~~ II--::--:~:----~~ II--~~--:??---:~~II h=:__~=:__h~:' Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.90 0.10 1.00 0.82 0.18 0.16 0.84 1.00 0.16 0.55 0.29 Final Sat.: 1700 1611 189 1700 1474 326 280 1520 1800 293 990 517 I i~~;~~~~-~~li~~i-~~~ii~:~:: II :~::-:~::--:~:: II :~::-:~::--:~:: II :~::-:~::--:~:: I Crit Moves: **** **** **** I Green/Cycle: 0.19 0.37 0.37 0.17 0.34 0.34 0.32 0.32 0.32 0.32 0.32 0.32 ~~:~~:~:~~~-I ~~=~-~~:~--~~:~ II ~~=:-~~::--~~:: II ~~:~-~~~~--~~=~ II ~~~:_~~~:--~~~: I Level Of Service Module: I Delay/Veh: 13.7 10.8 10.8 14.5 10.8 10.8 12.2 12.2 10.4 10.8 10.8 10.8 Us~r 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: 13.7 10.8 10.8 14.5 10.8 10.8 12.2 12.2 10.4 10.8 10.8 10.8 Queue: 1 5 1 1 4 1 1 4 3 1 2 1 I ******************************************************************************** Sat Aug 1, 1998 09:38:49 Page 1-: ----------------------------------------------------------------- :J8 .259' 'patton Station Opening Year With Project AM Peak Hour --------------- . .) -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.527 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 11.4 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I 1 I MITIG8 Sat Aug 1, 1998 09:40:02 Page :-: I - - - - - - - - - - - - - - - - - - I -------------------------------------------------------------- ;)8 .259 Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0.507 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 10.9 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T _ R c~~~~~i~----I---~~~~~~~~d---II---~~~~~~~~dn-II-n-~~~i~~~dn II-n-~~~i~~~d--. Rights: Include Include Include Include. Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~:~:~ ~ - - - - - - I _:: - - ~ - - ~ - -:: - - ~ - II - :: - - ~ - - ~ - -:: - - ~ - II - ~ - -:: - - ~ - - ~ - - :: - II - ~ - - ~ - _:: ~ - ~ - _ ~ _I Volume Module: Base Vol: 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 81 198 38 71 293 45 27 106 99 21 170 29 Added Vol: - 0 50 0 0 45 13 15 0 0 0 0 0 PasserByVol: 0 '0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 248 38 71 338 59 42 106 99 21 170 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.90 0.90 0.90 0.88 0.88 0.88 0.91 0.91 0.91 PHF Volume: 89 273 42 79 375 65 48 121 112 23 187 32 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 89 273 42 79 375 65 48 121 112 23 187 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. :~~::-~~:~~-I n~:n:~:n__~: II-_~:__:~~n__~~ 11__~~n:::::___::::: II n::n::~~n__:: ~ Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18001 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.87 0.13 1.00 0.85 0.15 0.28 0.72 1.00 0.10 0.77 0.13 Final Sat.: 1700 1560 240 1700 1534 266 511 1289 1800 171 1391 238 c~~~~i~;-~~!;~i~-~~d~i~~n-II-----n-nh-u 11---------------II--nnn-n-n_11 VOl/Sat: 0.05 0.17 0.18 0.05 0.24 0.24 0.09 0.09 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** Green/CyCle: 0.17 0.39 0.39 0.21 0.43 0.43 0.25 0.25 0.25 0.25 0.25 0.25 I VOlume/Cap: 0.31 0.45 0.45 0.22 0.56 0.56 0.38 0.38 0.25 0.54 0.54 0.54 ------------1---------------1 1---------------1 1---------------1 1--------_______1 Level Of Service Module: I Delay/veh: 14.4 9.2 9.2 12.6 9.0 9.0 12.3 12.3 11.7 13.6 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: 14.4 9.2 9.2 12.6 9.0 9.0 12.3 12.3 11.7 13.6 13.6 13.6 Queue: 1 3 1 1 5 1 1 2 2 0 3 1. *******************************************************************************11 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:38:54 Page 1-: -------------------------------------------------------------------------------- 88 .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) ******************************************************************************** Cycle (sec): 69 Critical Vol./Cap. (X): 0.594 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** 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 19 19 10 19 19 10 18 18 10 18 18 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: Base Vol: 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 Added Vol: 0 17 0 0 14 14 17 0 0 0 0 0 passerByvol: 0 0 0 00 0 0 0 0 0 0 0 Initial Fut: 55 261 29 147 388 115 89 294 34 76 412 130 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: 0.79 0.79 0.79 0.75 0.75 0.75 0.74 0.74 0.74 0.78 0.78 0.78 PHF Volume: 69 330 37 196 517 153 120 397 45 97 528 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 330 37 196 517 153 120 397 45 97 528 167 PCE 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 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 69 330 37 196 517 153 120 397 45 97 528 167 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.54 0.46 1.00 1.80 0.20 1.00 1.52 0.48 Final Sat.: 1700 3237 363 1700 2778 822 1700 3233 367 1700 2735 865 ------------1---------------1 1---------------1 1---------------1 1--------------_1 Capacity Analysis Module: Vol/sat: 0.04 0.10 0.10 0.12 0.19 0.19 0.07 0.12 0.12 0.06 0.19 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 Volume/Cap: 0.28 0.37 0.37 0.80 0.68 0.68 0.49 0.47 0.47 0.39 0.74 0.74 ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module: Delay/Veh: 17.2 13.1 13.1 29.5 15.7 15.7 18.8 14.2 14.2 17.8 17.3 17.3 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: 17.2 13.1 13.1 29.5 15.7 15.7 18.8 14.2 14.2 17.8 17.3 17.3 Queue: 1 5 1 5 9 3 2 7 1 2 10 4 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:40:06 Page:-~ I -------------------------------- I ------------------------------------------------ 98 .259 Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- , Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) *******************************************************************************1 Cycle (sec): 69 Critical Vol./Cap. (Xl: 0.643 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 17.2 Optimal Cycle: 69 Level Of Service: C *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R c;~~~;i ~ n - -I n - ~~;~~~~~d -- -II n - ~~;~~~~~d - n II - -- ~~;~~~~~d -- -II - h ~~;~~~~~d - - -.. Rights: Include Include Include Include. Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -11- - - - - - - - - - - - - --II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - --I Base Vol: 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 105 416 143 113 227 92 122 445 76 42 344 92 Added Vol: 0 25 0 0 22 22 25 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 105 441 143 113 249 115 147 445 76 42 344 921 User A~j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF AdJ: 0.70 0.70 0.70 0.93 0.93 0.93 0.89 0.89 0.89 0.93 0.93 0.93 PHF Volume: 150 630 204 122 268 123 165 500 85 45 370 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I 'Reduced Vol: 150 630 204 122 268 123 165 500 85 45 370 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 1.001 ~~~~~-':~~~~_I_:~~n~:~___:~: 11_:::__:~~_n::: II-:~~__~~~hn~~ II n:~h:~~nh== Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18001 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.51 0.49 1.00 1.37 0.63 1.00 1.71 0.29 1.00 1.58 0.42 Final Sat.: 1700 2719 881 1700 2468 1132 1700 3077 523 1700 2840 . 760 c~~~~i~;-~~i;~i~-~;d~i~~h-II nh__nUn_n 11-----h-h-----II-_h___________1 VOl/Sat: 0.09 0.23 0.23 0.07 0.11 0.11, 0.10 0.16 0.16 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green/CYCle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26. ~~~~~:~:~~~-I ~~~:-~~~:--~~~: II ~~~~-~~:=--~~:= II ~~~~-~~~:_-~~~: II ~~:~-~~:~--~~:~ i Level Of Service Module: Delay/Veh: 20.9 19.9 19.9 18.9 13.3 13.3 22.7 15.5 15.5 16.8 14.4 14.41 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 19.9 19.9 18.9 13.3 13.3 22.7 15.5 15.5 16.8 14.4 14.4 Queue: 3 13 5 2 4 2 3 9 2 1 6 21 *****r************************************************************************* Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I 1 I I I 1 I. I I I I I I I MITIG8 Sat Aug 1, 1998 09:52:29 Page 1-: -------------------------------------------------------------------------------- 98 .259 Patton Station Opening Year with Project AM Peak Hour (" (' ...:. -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 70 Critical Vol./cap. (X): 0.589 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.4 Optimal Cycle: 70 Level Of Service: B ******************************************************************************** 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: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 Added Vol: 138 3 66 0 3 0 0 0172 82 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 4 81 27 4 37 167 355 213 89 432 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: 0.55 0.55 0.55 0.82 0.82 0.82 0.69 0.69 0.69 0.79 0.79 0.79 PHF Volume: 325 7 147 33 5 45 242 514 309 113 546 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 7 147 33 5 45 242 514 309 113 546 124 PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.. 00 1. 00 MLF Adj: 1.00 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 7 147 33 5 45 242 514 309 113 546 124 S~t~~~ti;~-;l;~-~;d~i~~n-n II--nnn-unull n__nn___nn II n_un_nnn_1 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 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.98 0.02 1.00 0.87 0.13 1.00 1.00 2.00 1.00 1.00 1.63 0.37 Final Sat.: 1762 38 1800 1563 237 1800 1700 3600 1800 1700 2934 666 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: VOl/Sat: 0.18 0.18 0.08 0.02 0.02 0.03 0.14 0.14 0.17 0.07 0.19 0.19 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.24 0.33 0.33 0.22 0.32 0.32 Volume/Cap: 0.59 0.59 0.26 0.07 0.07 0.08 0.59 0.43 0.51 0.30 0.59 0.59 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 14.2 14.2 11.6 10.9 10.9 10.9 16.8 11.8 12.7 14.8 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: 14.2 14.2 11.6 10.9 10.9 10.9 16.8 11.8 12.7 14.8 13.6 13.6 Queue: 6 0 2 0 0 1 4 8 5 2 9 2 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:53:33 Page 1-: . . ------------------------------------------------------------------------- 98 .259 .patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 70 Critical Vol./Cap. (X): 0.594 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.1 Optimal Cycle: 70 Level Of Service: B *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -11- - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I. Base Vol: 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1,05 1.05 1.05 1.05 1.05 I Initial Bse: 65 2 32 109 1 185 46 722 61 6 687 14 Added Vol: 225 4 108 0 5 0 0 0 249 120 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 290' 6 140 109 6 185 46 722 310 126 687 14 I User A~j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad): 0.71 0.71 0.71 0.78 0.78 0.78 0.96 0.96 0.96 0.97 0.97 0.97 PHF Volume: 409 9 196 140 8 237 48 753 323 130 708 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 . Reduced Vol: 409 9 196 140 8 237 48 753 323 130 708 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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-~~=-u-=u-:=~ 11_:~~____~u_~=~ II u~~u~~=u_=~= II_:=~__~~~____:~I. Saturation Fiow 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 0.94 1.00 1.00 0.94 1.00 1.00. Lanes: 0.98 0.02 1.00 0.95 0.05 1.00 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1761 39 1800 1703 97 1800 1700 3600 1800 1700 3530 70 c~~~~i~;-~~i;~i~-~;d~i~~u-II u__u___u_u_11 u-____________11__u________u_l. VOl/Sat: 0.23 0.23 0.11 0.08 0.08 0.13 0.03 0.21 0.18 0.08 0.20 0.20 Crit Moves: **** **** **** Green/cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.20 0.35 0.35 0.14 0.29 0.29. VOlume/Cap: 0.61 0.61 0.28 0.21 0.21 0.34 0.14 0.61 0.52 0.54 0.68 0.68 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 12.3 12.3 9.7 9.4 9.4 10.0 15.1 12.9 12.5 19.8 15.4 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: 12.3 12.3 9.7 9.4 9.4 10.0 15.1 12.9 12.5 19.8 15.4 15.4 Queue: 7 0 3 2 0 3 1 12 5 3 13 1 *******************************************************************************11 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to a.K & J.K, Newport Beach . . . 1 I I I I 1 1 I I I 1 1 I I 1 I I I I MITIG8 Sat Aug 1, 1998 09:39:02 Page : < -------u-uo~r8--.-25-9----------~~~~;~-s~~~i;~ ------- - - -,--,- _u - u_ - -- - - - - - _ _ _ _ __ Opening Year with Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) *******************************************************************************~ Average Delay (sec/veh): 3.1 Worst Case Level Of Service: E ******************************************************************************** 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: DOl! 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: Base Vol: 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj: 1.05 1.05 1.Q5 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 69 0 27 0 0 0 0 362 24 4 497 0 Added Vol: 0 0 3 0 0 0 0 66 0 3 82 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 69 0 30 0 0 0 0 428 24 8 579 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: 0.88 '1.00 0.88 1.00 1.00 1.00 1.00 0.81 0.81 0.76 0.76 1.00 PHF Volume: 79 0 34 0 0 0 0 529 30 10 762 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final vol.: 79 0 34 0 0 0 0 529 30 10 762 0 Adjusted Volume Module: Grade: Ot t Cycle/Cars: xxxx xxxx t Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 87 0 38 Critical Gap Module: Moveup Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7.0 xxxx 5.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1----------_____1 Capacity Module: Cnflict Vol: 1315 xxxx 279 xxxx xxxx xxxxx xxxx xxxx xxxxx 559 xxxx xxxxx Potent Cap.: 153 xxxx 1000 xxxx xxxx xxxxx xxxx xxxx xxxxx 860 xxxx xxxxx Adj Cap: 0.98 xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx Move Cap.: 149 xxxx 1000 xxxx xxxx xxxxx xxxx xxxx xxxxx 860 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1----------_____1 Level Of Service Module: Stopped Del: 50.4 xxxx 3.7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.2 xxxx xxxxx LOS by Move: .. .. .. .. .. .. .. .. .. A .. .. Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: xxxx 201 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel: XXXXX 40.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: .. E .. .. .. .. .. .. .. .. .. .. ApproachDel: 36.3 0.0 0.0 0.1 Ot xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 Ot xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx o 529 30 Ot xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 11 762 o o Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Page l< I -------------------------------------------------------------------------------- I MITIG8 98 .259 Sat Aug 1, 1998 09:40:20 Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Average Delay (sec/veh): 10.0 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~:~_u 1-~--=u:--=--~-II-~--=u:u=__~_II_~u=u:u=__~_II_~u=u:__=u~_1 Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include. ~~~:~ ~ - - - - - - I - ~ - - ~ - - :: ~ - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - :: - -:: - - ~ - II - ~ - - :: _ _ :: _ _ ~ _ _ ~ _ ~ Volume Module: Base Vol: 46 0 Growth Adj: 1.05 1.05 Initial Bse: 48 0 Added Vol: 0 0 PasserByvol: 0 0 Initial Fut: 48 0 User Adj: 1.00 1.00 PHF Adj: 0.75 1.00 PHF Volume: 64 0 Reduct Vol: 0 0 Final Vol. : 64 0 Adjusted Volume Module: I Grade: 0% 0% 0% 0% % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % TruCk/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 71 0 28 0 0 0 0 929 53 17 821 0 Critical Gap Module: I Moveup Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Cri tical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx -----~------I---------------I 1---------------1 1---------------1 1--------------_1 Capac1ty Module: I Cnflict Vol: 1791 xxxx 491 xxxx xxxx xxxxx xxxx xxxx xxxxx 982 xxxx xxxxx Potent Cap.: 76 xxxx 781 xxxx xxxx xxxxx xxxx xxxx xxxxx 509 xxxx xxxxx Adj Cap: 0 . 94 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx XXXXX 1 . 00 xxxx XXXXX I ~~~:_~~~~~--I--~::-~---~~::I I~-~-~I I~-~-~I I-:~~_~_~I Level Of Service Module: Stopped Del:266.7 xxxx 4.8 XXXXX xxxx xxxxx XXXXX xxxx XXXXX LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: xxxx 96 XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel:xxxxx 241 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * ApproachDel: 192.2 0.0 0.0 14 1. 05 15 4 o 19 1. 00 0.75 26 o 26 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1.00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o 773 1. 05 812 108 o 919 1. 00 0.99 929 o 929 50 1. 05 53 o o 53 1. 00 0.99 53 o 53 9 1. 05 9 5 o 14 1. 00 0.96 15 o 15 637 1. 05 669 120 o 788 1. 00 0.96 821 o 821 1. o~ I o o gl 1. 00 1. Og I o 7 . 3 xxxx xxxxx I B * * LT - LTR - RT xxxx xxxx xxxxx xxxxx XXXX XXXXX I * * * I I I 0.1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I 1 I I I I I 1 I I I I I MITIG8 Mon Aug 3, 1998 14:08:05 ') n ;J(5 ------------------------------------------------------------------------- Page :-: .259 Patton Station Opening Year with Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Central Ave. (NS) / Project Entrance (EW) ******************************************************************************** Average Delay (sec/veh): 1.1 Worst Case Level Of Service: A ******************************************************************************** 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 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 92 Growth Adj: 1.05 1.05 Initial Bse: 0 97 Added Vol: 51 0 PasserByVol: 0 0 Initial Fut: 51 97 User Adj: 1.00 1.00 PHF Adj: 1. 00 1. 00 PHF Volume: 51 97 Reduct Vol: 0 0 Final vol.: 51 97 Adjusted Volume Module: Grade: O%- '%- Cycle/Cars: xxxx xxxx %- Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 56 97 Critical Gap Module: Moveup Time: 2 .1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Cri tical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I-----------~---I Capacity Module: Cnflict Vol: 31 xxxx xxxxx xxxx xxxx xxxxx 177 xxxx 30 xxxx xxxx xxxxx Potent Cap.: 1656 xxxx xxxxx xxxx xxxx xxxxx . 836 xxxx 1337 xxxx xxxx xxxxx Adj cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0.97 xxxx 1.00 xxxx xxxx xxxxx Move Cap.: 1656 xxxx xxxxx xxxx xxxx xxxxx 807 xxxx 1337 xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Stopped Del: 2.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared' LOS: * * * ApproachDel: 0.8 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o 27 1. 05 28 o o 28 1. 00 1. 00 28 o 28 o 1. OS o 3 o 3 1.00 1. 00 3 o 3 O%- xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx o 28 0.0 o 1. 05 o 3 o 3 1. 00 1. 00 3 o 3 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o 41 o 41- - 1.00 1. 00 41 o 41 O%- xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 3 0 45 3 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * * * 4.5 xxxx A * LT - LTR xxxx xxxx xxxxx xxxx * * o 2.9 2.8 A - RT xxxxx xxxxx * o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1.00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o O%- xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o xxxxx xxxx xxxxx * * * LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * * * 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Mon Aug 3, 1998 14:08:33 ------------------------------------------------- 98 ,259 Patton Station Opening Year with project PM Peak Hour Page 1-: -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Central Ave. (NS) / Project Entrance (EW) . ********************************************************************************- Average Delay (sec/veh): 1.5 Worst Case Level Of Service: ~ ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~:~_u 1-~--=u:--=u~-II-~--=u:u=--~-II-~--=--:u=u~-II-~__=u:u=n~_II Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include I ~~~:~ ~ - - - - - - I - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - I Volume Module: Base Vol: 0 60 1 Growth Adj: 1.05 1.05 Initial Bse: 0 63 Added vol: 75 0 PasserByVol: 0 0 I Initial Fut: 75 63 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 I PHF Volume: 75 63 Reduct Vol: 0 0 Final Vol.: 75 63 Adjusted Volume Module: I Grade: o It- o It- o It- o It- It- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx It- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 1 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 83 63 0 0 62 5 4 0 74 0 0 0 Critical Gap Module: I Moveup Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Cri tical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: I Cnflict Vol: 67 xxxx xxxxx xxxx xxxx xxxxx 202 xxxx 64 xxxx xxxx xxxxx Potent Cap.: 1593 xxxx xxxxx xxxx xxxx xxxxx 808 xxxx 1284 xxxx xxxx xxxxx Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx 1.00 xxxx xxxx xxxxx ~~~:_:~~~~--I:~::-~-~I I~-~-~I I-~~~-~--~~~~I I~-~-~II Level Of Service Module: Stopped Del: 2.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: 1.3 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o 59 1. 05 62 o o 62 1. 00 1. 00 62 o 62 LT - LTR xxxx xxxx xxxxx xxxx * * 0.0 o 1. 05 o 5 o 5 1. 00 1. 00 5 o 5 o 1. 05 o 4 o 4 1. 00 1. 00 4 o 4 o 1. 05 o o o o 1. 00 1. 00 o o o - RT xxxxx xxxxx * 4.7 xxxx A * LT - LTR xxxx xxxx xxxxx xxxx * * 3.1 o 1. 05 o 67 o 67 1. 00 1. 00 67 o 67 3.0 A - RT xxxxx xxxxx * o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1.00 o o o xxxxx XXXX xxxxx I * * * I I I I LT - LTR - RT xxxx xxxx xxxxx xxxxx XXXX xxxxx * * * 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I 1 I I I I I 1 I I I I I I MITIG8 Sat Aug 1, 1998 09:39:10 Page :_: ; ------------------------------------------------------------------------------ :J8 .259 . Patton Station Opening Year With Project AM Peak Hour ':., L~:~ . " -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** Average Delay (sec/veh): 3.0 Worst Case Level Of Service: B ******************************************************************************** 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 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 00 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 57 14 Growth Adj: 1.05 1.05 Initial Bse: 60 15 Added Vol: 0 17 PasserByVol: 0 0 Initial Fut: 60 32 User Adj: 1.00 1.00 PHF Adj : 0.72 0.72 PHF Volume: 83, 44 Reduct Vol: 0 0 Final Vol.: 83 44 Adjusted Volume Module: Grade: O%' %' Cycle/Cars: xxxx xxxx %' Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 91 49 58 Critical Gap Module: Moveup Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx XXXXX 2.1 xxxx xxxxx Critical Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict Vol: 419 452 127 445 402 187 243 xxxx XXXXX 133 xxxx xxxxx Potent Cap.: 606 632 1193 585 671 1113 1313 xxxx XXXXX 1482 xxxx xxxxx Adj Cap: 0.90 0.94 1.00 0.85 0.94 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 544 591 1193 497 628 1113 1313 xxxx XXXXX 1482 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Stopped Del: 7.8 6.6 3.2 8.3 6.1 3.3 2.8 xxxx XXXXX 2.5 xxxx XXXXX LOS by Move: * * A * * A A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: 560 xxxx XXXXX 535 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 8.3 xxxx XXXXX 8.2 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx xxxxx Shared LOS: B * * B * * * * * * * * ApproachDel: 6.1 7.1 0 . 8 0 . 3 36 1. 05 38 o o 38 1. 00 0.72 53 o 53 25 1. 05 26 22 o 48 1. 00 0.75 64 o 64 11 1. 05 12 14 o 25 1.00 0.75 34 o 34 3 1. 05 3 6 o 9 1. 00 0.75 12 o 12 o%' xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 71 37 13 33 1. 05 35 7 o 42 1.00 0.87 48 o 48 101 1. 05 106 o o 106 1. 00 0.87 122 o 122 9 1. 05 9 o o 9 1. 00 0.87 11 o 11 o%' xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 52 122 11 23 1. 05 24 o o 24 1. 00 0.71 34 o 34 89 1. 05 93 o o 93 1. 00 0.71 132 o 132 49 1. 05 51 27 o 79 1. 00 0.71 111 o 111 o%' xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 37 132 111 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:40:34 Page 1-: I ------ I r ~ :Jb .259 -------------------------------------------------------------------------- Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Average Delay (sec/veh): 3.4 Worst Case Level Of Service: ******************************************************************************** ~~~~;;~~~---I-~~~~~~:~~?~~~-I I-~~~?~~:~~?~~~-I I-~-~~:~:~~?~~~-I I-~-~~:::~~?~~~_II Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include. ~~~:~ ~ - - - - - -I - ~ - - = - - ~ - - ~ - - = - II - ~ - - = - - ~ - - ~ - - = - II - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - _ ~ _ _ = _ _ ~ _ ~ Volume Module: Base vol: 70 12 Growth Adj: 1.05 1.05 Initial Bse: 74 13 Added Vol: 0 25 passerByVol: 0 0 Initial Fut.: 74 38 User Adj: 1.-00 1.00 PHF Adj : 0.89 '0.89 PHF Volume: 83 42 Reduct Vol: 0 0 Final Vol.: 83 42 Adjusted Volume Module: I Grade: 0% 0% 0% 0% % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.001 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/ Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 91 46 130 99 44 22 36 149 44 44 87 76 Critical Gap Module: I Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx XXXXX 2.1 xxxx XXXXX Cr1t1cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1-----__________1 Capacity Module: I Cnflict Vol: 399 407 171 449 391 125 163 xxxx XXXXX 193 xxxx XXXXX Potent Cap.: 622 667 1134 582 680 1197 1434 xxxx XXXXX 1387 xxxx XXXXX Adj Cap: 0.89 0.94 1.00 0.80 0.94 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX I ~~~:_:~~:~--I-==:--~~:--==::I I-:~=--~:~--==:~I I=:::-~-~I I=:~~_~_~I Level Of Service Module: Stopped Del: 7.6 6.1 3.5 9.6 6.0 LOS by Move: * * A * * Movement: LT - LTR - RT LT - LTR Shared Cap.: 577 xxxx XXXXX 508 xxxx Shrd StpDel: 8.0 xxxx XXXXX 9.5 xxxx Shared LOS: B * * B * ApproachDel: 5.4 7.8 100 l.Q5 105 o o 105 1. 00 0.89 118 o 118 39 1. 05 41 36 o 77 1. 00 0.85 90 o 90 11 1. 05 12 22 o 34 1. 00 0.85 40 o 40 8 1. 05 8 9 o 17 1. 00 0.85 20 o 20 3.1 A - RT XXXXX XXXXX * 16 1. 05 17 10 o 27 1. 00 0.81 33 o 33 115 1. 05 121 o o 121 1. 00 0.81 149 o 149 34 1. 05 36 o o 36 1. 00 0.81 44 o 44 2 . 6 xxxx XXXXX A * * LT - LTR - RT xxxx xxxx XXXXX XXXXX xxxx XXXXX * * * 2.7 xxxx A * LT - LTR xxxx xxxx XXXXX xxxx * * 0.4 35 1. 05 37 o o 37 1. 00 0.91 40 o 40 75 1. 05 79 o o 79 1. 00 0.91 87 o 87 0.6 281 1. 05 29 40 6~ I .1. 00 0.911 76 o 76 ~I I I I I - RT XXXXX XXXXX * Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I 1 I I I 1 I I I 1 I I 1 I MITIG8 Sat Aug 1, 1998 09:39:14 Page :-: ------------------------------------------------------------------------------ 98 .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.336 Loss Time (sec): 6 (Y+R = 4 see) Average Delay (sec/veh): 6.7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 61 105 21 147 119 68 38 298 28 42 369 103 Added Vol: 0 0 0 0 0 7 6 63 0 0 79 0 passerByvol: 0 0 0 00 0 0 0 0 0 0 0 Initial Fut: 61 105 21 147 119 75 43 361 28 42 447 103 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: 0.82 0.82 0.82 0.72 0.72 0.72 0.93 0.93 0.93 0.81 0.81 0.81 PHF Volume: 74 128 26 204 165 104 47 389 30 52 552 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 128 26 204 165 104 47 389 30 52 552 127 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.: 74 128 26 204 165 104 47 389 30 52 552 127 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.83 0.17 1.00 0.61 0.39 1.00 1.86 0.14 1.00 2.00 1.00 Final Sat.: 1700 1496 304 1700 1104 696 1700 3342 258 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.12 0.15 0.15 0.03 0.12 0.12 0.03 0.15 0.07 Crit Moves: **** **** Green/cycle: 0.44 0.44 0.44 0.44 0.44 0.44 0.46 0.46 0.46 0.46 0.46 0.46 VOlume/Cap: 0.10 0.19 0.19 0.27 0.34 0.34 0.06 0.26 0.26 0.07 0.34 0.15 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 6.3 6.6 6.6 6.9 7.1 7.1 5.9 6.5 6.5 5.9 6.8 6.2 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: 6.3 6.6 6.6 6.9 7.1 7.1 5.9 6.5 6.5 5.9 6.8 6.2 Queue: 1 1 0 2 2 1 0 4 0 0 6 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:40:38 page:-: I -------- I ------------------------------------------------------------------------ 38 .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- " Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #9 Orange St. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0 .331 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.3 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R C;;t;;i~--n I ----P~~itt~dn II----p~~itt~d--II ----P~~itt~d--II nnp~~itt~d-- '- Rights: Include Include Include Include. Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~~~:~ ~ - - - - - - I - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - -: _ _ ~ _ _ = _ II Volume Module: Base Vol: 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 57 28 44 79 30 37 97 647 107 42 489 135 Added Vol: 0 0 0 0 0 10 9 103' 0 0 115 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 28 44 79 30 47 106 750 107 42 604 135 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.87 0.87 0.87 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 61 30 47 91 35 54 110 781 112 44 629 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I "Reduced Vol: 61 30 47 91 35 54 110 781 112 44 629 141 PCE 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 MLF AdJ: 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 ~~~~~-~~~~~-I n~=___=~_n_~~ II n:=___==n__=~ II-==~h~~=h_==: II h~~__~::___=~= I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.39 0.61 1.00 0.39 0.61 1.00 1.75 0.25 1.00 2.00 1.00 Final Sat.: 1700 701 1099 1700 708 1092 1700 3148 452 1700 3600 ~800 c~~~~it;-;.;~i;~i~-~~d~i~~---lln----h-nn_-II-_n---n------11 -----____n____I. VOl/Sat: 0.04 0.04 0.04 0.05 0.05 0.05" 0.06 0.25 0.25 0.03 0.17 0.08 Crit Moves: **** **** Green/Cycle: 0.33 0.33 0.33 0.33 0.33 0.33 0.57 0.57 0.57 0.57 0.57 0.57 I Volume/Cap: 0.11 0.13 0.13 0.16 0.15 0.15 0.11 0.44 0.44 0.05 0.31 0.14 ------------1---------------1 1---------------1 1-----------____1 1----___________1 Level Of Service Module: I Delay/Veh: 8.9 9.0 9.0 9.1 9.1 9.1 3.9 4.9 4.9 3.7 4.4 4.0 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: 8.9 9.0 9.0 9.1 9.1 9.1 3.9 4.9 4.9 3.7 4.4 4.0 Queue: 1 0 1 1 0 1 1 8 1 0 6 1 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I 1 I MITIG8 Sat Aug 1, 1998 09:39:17 ?3C"~ ~-~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - q v,.J 259 Patton Station Opening Year With Project AM Peak Hour ,.'\ ,,' , ~ -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) . ******************************************************************************** Cycle (sec): 72 Critical Vol./Cap. (X): 0.358 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 14.6 Optimal Cycle: 72 Level Of Service: B ******************************************************************************** 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 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 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: Base Vol: 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 Added Vol: 7 0 0 0 0 7 6 52 6 0 65 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 114 46 40 127 134 93 290 107 39 371 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: 0.85 0.85 0.85 0.82 0.82 0.82 0.83 0.83 0.83 0.89 0.89 0.89 PHF Volume: 97 135 54 49 155 163 112 349 129 44 417 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 135 54 49 155 163 112 349 129 44 417 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.: 97 135 54 49 155 163 112 349 129 44 417 42 ------------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: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.46 0.54 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2628 972 1700 3600 1800 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/sat: 0.03 0.07 0.03 0.03 0.09 0.09 0.07 0.13 0.13 0.03 0.12 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.22 0.27 0.11 0.21 0.31 0.33 0.47 0.48 0.48 0.19 0.42 0.08 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 17.8 13.2 12.5 17.8 13.3 13.4 19.6 14.3 14.3 17.7 13.9 12.4 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: 17.8 13.2 12.5 17.8 13.3 13.4 19.6 14.3 14.3 17.7 13.9 12.4 Queue: 2 2 1 1 2 3 2 6 2 1 7 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:40:42 Page:< I I ---------------------------------------------------------------------------- G8 .259 . Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) *******************************************************************************~I Cycle (sec): 72 Critical vol./Cap. (X): 0 .484 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 72 Level Of Service: C *******************************************************************************.1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R C;;t~;i~----I---;~;t~~t~d---I I---~~;t~~t~d---I I---~~;t~~t~d---I I---~~;t~~t~d---II Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 ~:~::~uu--I-:u~u=--~--=-II_=__~__=__=__~_II_=u~u=u=u~_11-=u~__:__~u=_11 Volume Module: Base Vol: 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1~05 1.05 1.05 1.05 1.05 I Initial Bse: 142 98 119 50 64 87 80 546 142 86 452 39 Added Vol: .10 0 0 0 0 10 9 85 9 0 95 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152' 98 119 50 64 97 89 631 151 86 546 39 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.80 0.80 0.80 0.96 0.96 0.96 0.94 0.94 0.94 PHF Volume: 178 115 140 63 80 121 92 658 157 92 581 41 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 115 140 63 80 121 92 658 157 92 581 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 I Final Vol. : 178 115 140 63 80 121 92 658 157 92 581 41 S~t~~~ti;;-~l;~-M;d~i~~-u--II-h-h-------u II-uh-uh_uh II----u-u-u_u I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.61 0.39 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2907 693 1700 3600 1800 c~;~~it;-~~l;~i~-M;d~i~~---II hn____h_Uh II-h---hh-uh II-h-h-----_h_11 Vol/Sat: 0.06 0.06 0.08 0.04 0.04 0.07 0.05 0.23 0.23 0.05 0.16 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 I Volume/Cap: 0.40 0.23 0.28 0.27 0.16 0.24 0.39 0.81 0.81 0.39 0.58 0.08 ------------1---------------1 1---------------1 1-----------____1 1-----__________1 Level Of Service Module: I Delay/veh:. 18.6 13.0 13.2 18.1 12.7 13.0 18.8 19.4 19.4 18.8 15.1 12.4 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: 18.6 13.0 13.2 18.1 12.7 13.0 18.8 19.4 19.4 18.8 15.1 12.4 Queue: 3 2 2 1 1 2 2 14 4 2 10 1 I ********************~*********************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I 1 I I I I I I I I I I I I I I I I I I 1 MITIG8 Sat Aug 1, 1998 09:39:20 ??!.~7.; ~- ----------------------------------------------------- 98 .259 Patton Station Opening Year with Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 78 Critical Vol./Cap. (X): 0.494 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.8 Optimal Cycle: 78 Level Of Service: C ******************************************************************************** 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 25 25 10 25 25 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------I-------------~-I 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 160 118 28 78 132 97 74 96 213 114 324 171 Added Vol: -31 0 0 0 0 0 0 19 25 0 24 0 passerByvol: 0 . 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 190 118 28 78 132 97 74 115 238 114 348 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.94 0.94 0.94 PHF Volume: 214 132 32 87 149 109 83 129 267 122 371 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 214 132 32 87 149 109 83 129 267 122 371 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 214 132 32 87 149 109 83 129 267 122 371 182 ------------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: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.16 0.84 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.13 0.05 0.05 0.05 0.07 0.07 0.05 0.04 0.15 0.07 0.10 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 VOlume/Cap: 0.98 0.14 0.14 0.40 0.22 0.22 0.38 0.13 0.55 0.56 0.38 0.25 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 63.8 12.2 12.2 20.8 12.5 12.5 20.7 14.0 16.8 23.0 15.1 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: 63.8 12.2 12.2 20.8 12.5 12.5 20.7 14.0 16.8 23.0 15.1 10.2 Queue: 8 2 0 2 2 2 2 2 5 3 7 3 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Page 1-: I -------------------------------------------------------------------------------- I S~t Aug 1, 1998 09:40:46 98 .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************w Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) **********************************~********************************************1 Cycle (sec): 78 Critical Vol./Cap. (X): 0.500 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 23.3 Optimal Cycle: 78 Level Of Service: C I ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i ~ n -- I - n ~~;~~~~~d - --II -- - ~~;~~~~~d - --II - -- ~~;~~~~~d - -- II - - - ~~;~~~~~d n - II Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 ~~~:~~------I-=--~--=--=--~-II-=--~--=--=--~-II_=__~__:n~_-=-II-=--~n:__~h=_11 Volume Module: Base Vol: 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj: 1.05 1.05 1.05 1.05 1.05. 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 141 129 34 80 101 104 85 153 182 143 191 154 Added Vol: 45 0 0 0 0 0 0 31 40 0 35 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 129 34 80 101 104 85 185 222 143 226 154 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.89 0.89 0.89 0.93 0.93 0.93 0.90 0.90 0.90 PHF Volume: 224 156 40 90 113 117 91 199 239 159 251 172 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 156 40 90 113 117 91 199 239 159 251 172 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 Final Vol.: 224 156 40 90 113 117 91 199 239 159 251 172 s;~~;;~i;;-;i;~-~;d~i~~-_n-II n_nn_nnh_11 n-n_____nn_11 n______h__n_1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.59 0.41 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2865 735 1700 1800 1800 1700 3600 1800 1700 3600 1800 c;~;~i~;-~~i;;i;-~;d~i~~---II-hh-nn-nhll-n-nn-------II_______________11 VOl/Sat: 0.13 0.05 0.05 0.05 0.06 0.07 0.05 0.06 0.13 0.09 0.07 0.10 Crit Moves: **** **** **** **** Green/CyCle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 I Volume/Cap: 1.03 0.17 0.17 0.41 0.20 0.20 0.42 0.21 0.49 0.73 0.26 0.24 ------------1---------------1 1---------------1 1-------------__1 1---____________1 Level Of Service Module: I Delay/veh:. 77.5 12.3 12.3 21.0 12.4 12.5 21.0 14.3 16.2 29.0 14.5 10.1 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: 77.5 12.3 12.3 21.0 12.4 12.5 21.0 14.3 16.2 29.0 14.5 10.1 Queue: 9 2 1 2 2 2 2 3 4 4 4 2 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I 1 I 98 .259 APPENDIX G OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) I I I I I I 1 I 1 I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:38:25 Page l-: -------------------------------------------------------------------------------- 98 .259' Patton Station opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.502 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 7.9 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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 Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 0.00 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 0 0 0 679 0 0 0 323 0 0 433 0 Added Vol: 0 0 0 65 0 0 0 27 0 0 22 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 . 0 0 745 0 0 0 351 0 0 455 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.79 1.00 0.00 1.00 0.89 1.00 1.00 0.80 1.00 PHF Volume: 0 0 0 942 0 0 0 394 0 0 568 0 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 0 0 0 942 0 0 0 394 0 0 568 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 942 0 0 0 394 0 0 568 0 s~~~;~~i;~-Fl;~-M;d~i~~n---II----n---nn_-II-hn-n----h-II h___h_n__h_1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.00 0.00 0.11 0.00 0.00 0.16 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.59 0.00 0.00 0.00 0.31 0.00 0.00 0.31 0.00 VOlume/Cap: 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.35 0.00 0.00 0.50 0.00 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Delay/Veh: 0.0 0.0 0.0 4.9 0.0 0.0 0.0 10.3 0.0 0.0 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: 0.0 0.0 0.0 4.9 0.0 0.0 0.0 10.3 0.0 0.0 11.1 0.0 Queue: 0 0 0 9 0 0 0 5 0 0 8 0 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 -------------------------------------------------------------------------------- Sat Aug 1, 1998 09:39:41 88 .259 Patton Station Opening Year With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I Cycle (sec): 120 Critical Vol./Cap. (X): 0.901 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 32.0 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** I ?~~~:~~:___I_L~~~'~T~~~~R_I I_~~~~~:~O~~_I I_~_:~'~:B~~~_I I_~_~~~~TBO~R_I I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 I ~~:~~~r~~it;~;--;;;----;; II--;;--;;;---;;~ 11--;;--;;;___;;; II-;;;--;;;---;;~ I Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 Added Vol: 0 0 3 70 0 0 93 0 6 74 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 258 125 73 37 287 330 80 736 299 142 951 136 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.65 0.65 0.65 0.85 0.85 0.85 0.80 0.80 0.80 0.79 0.79 0.79 PHF Volume: 397 192 112 44 337 388 100 920 374 180 1204 172 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 397 192 112 44 337 388 100 920 374 180 1204 172 PCE Adj: 1.00 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.: 397 192 112 44 337 388 100 920 374 180 1204 172 I s~;~~~;i;~-;l;~-M;d~i~~-----II---------------II------h----h-II-------h-----_/ Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4725 675 ------------, ---------------11---------------11---------------11---____________1 I Capaci ty Analysis Module: Vol/Sat: 0.23 0.11 0.06 0.03 0.19 0.22 0.03 0.26 0.21 0.11 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.36 0.36 0.13 0.24 0.24 0.08 0.28 0.28 0.12 0.32 0.32 I~~:~~:~~~~~-I ~~:~-~~::--~~:~ II ~~::-~~~~--~~:~, I ~~=~-~~:~h~~~= II ~~:~-~~~~--~~~~ I Level Of Service Module: IDelay/veh: 42.7 17.6 16.7 29.8 30.7 38.0 34.1 34.5 28.8 60.0 26.2 26.2 Us~r 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 Ad)Del/Veh: 42.7 17.6 16.7 29.8 30.7 38.0 34.1 34.5 28.8 60.0 26.2 26.2 Queue: 15 5 3 1 11 15 3 32 12 8 38 6 11******************************************************************************** MITIG8 -------------------------------------------------------------------------- Sat Aug 1, 1998 09:38:31 Page l-: n .259 Patton Station Opening Year With Project AM Peak Hour ------ ----------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** --------------- Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Sat Aug 1, 1998 09:48:31 Page 1-: I , ------------------------------------------------------------------------------- gS .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- , Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) T******************************************************************************* Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 95 Critical Vol./Cap. (X): 0.815 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 35.5 Optimal Cycle: 95 Level Of Service: D ********************************************************************************' 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 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ;~i~~~ - M~d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II Base Vol: 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 142 85 35 83 182 137 300 1104 34~ 156 1154 177 Added Vol: 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 142 85 40 93 182 137 300 1238 349 165 1275 186 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.75 0.75 0.75 0.90 0.90 0.90 0.88 0.88 0.88 0.87 0.87 0.87 PHF Volume: 189 113 53 103 202 152 341 1406 396 190 1465 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0' Reduced Vol: 189 113 53 103 202 152 341 1406 396 190 1465 214 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 r~~~;~~~~~~;!~;~~~d~i~~---~=I I-:~=--~~~---:~~I I-=::-::~~---=:~I I-::~-:~~~---~:~I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.14 0.86 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 2054 1546 3200 3600 1800 17004712 .688 c~~~;i~; -~~!;;i;-M~d~i~~---II----------u ___II --_____________11_______________1 I VOl/Sat: 0.11 0.06 0.03 0.06 0.10 0.10 ,0.11 0.39 0.22 0.11 0.31 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.29 0.29 0.11 0.28 0.28 0.12 0.38 0.38 0.11 0.36 0.36 I Volume/Cap: 1.04 0.22 0.10 0.57 0.35 0.35 0.86 1.04 0.59 1.04 0.86 0.86 ------------I------~--------II---------------II---------------11---------------1 Level Of Service Module: Delay/Veh: 92.3 16.8 16.2 29.3 17.5 17.5 38.8 49.0 16.3 92.1 21.4 21.4 I 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: 92.3 16.8 16.2 29.3 17.5 17.5 38.8 49.0 16.3 92.1 21.4 21.4 Queue: 9 2 1 3 4 3 11 53 9 9 38 7 I ******************************************************************************** I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 1 I I 1 I I I I I 1 I I I I I I MITIG8 Sat Aug 1, 1998 09:38:36 Page :-: .259 -------------------------------------------------------------------------------- n ,-, JO Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) ******************************************************************************** Average Delay (sec/veh): 1.5 Worst Case Level Of Service: B ******************************************************************************** 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 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: Base Vol: 0 402 Growth Adj: 1.05 1.05 Initial Bse: 0 422 Added Vol: 0 3 PasserByVol: 0 0 Initial Fut: 0 426 User Adj: 1.00 1.00 PHF Adj: 1.00 0.76 PHF Volume: 0 560 Reduct Vol: 0 0 Final Vol.: 0 560 Adjusted Volume Module: Grade: o%' %' Cycle/Cars: xxxx xxxx %' Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj vol.: 0 560 137 Critical Gap Module: Moveup Time: xxxxx xxxx XXXXX 2 . 1 xxxx xxxxx XXXXX xxxx XXXXX XXXXX xxxx xxxxx Cri tical Gp: xxxxx xxxx XXXXX 5 . 5 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Cnflict vol: xxxx xxxx XXXXX 697 xxxx XXXXX xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx XXXXX 725 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx XXXXX 1. 00 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx xxxxx Move Cap.: xxxx xxxx XXXXX 725 xxxx xxxxx xxxx xxxx XXXXX xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module: Stopped Del: xxxxx xxxx XXXXX 7 . 9 xxxx xxxxx xxxxx 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 xxxx XXXXX xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel : 0 . 0 2 .7 O. 0 0 . 0 99 1.05 104 o o 104 1. 00 0.76 137 o 137 207 1. 05 217 3 o 220 1. 00 0.81 272 o 272 442 1. 05 464 3 o 467 1. 00 0.81 576 o 576 o 1. 05 o o o o 1. 00 1. 00 o o o o%' xxxx xxxx xxxx xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx xxxx 299 576 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o O%' xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1.00 o o o O%' xxx,x xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach o o MITIG8 98 .259 Sat Aug 1, 1998 09:39:54 . Patton Station Opening Year with Project PM Peak Hour 70 1. 05 74 o o 74 1. 00 0.86 85 o 85 330 1. 05 347 4 o 351 1. 00 0.93 377 o 377 419 1. 05 440 4 o 444 1. 00 0.93 478 o 478 o 1.05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o . 0 o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1.05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1.00 o o o 1.0~ I o o ~I 1. 00 1. Og I o 2.4 0.0 I 5 .2 xxxx XXXXX XXXXX XXXX XXXXX xxxxx XXXX XXXXX I B * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx XXXXX xxxx xxxx XXXXX XXXX XXXX xxxxx XXXXX xxxx XXXXX XXXXX XXXX XXXXX xxxxx XXXX XXXXX I * * * * * * * * * I I I 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I MITIG8 I I I I 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: prot+permit Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ;;i~~~-~;d~it-----nnu--.-Ilu---un-un-II n__hnn___ull---n-n--u-n 1 Base Vol: 207 16 110 16 0 16 11 643 0 0 866 13 I Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 217 17 116 17 0 17 12 675 0 0 909 14 Added Vol: .0 0 3 0 0 0 0 103 0 0 85 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 217 17 119 17 0 17 12 778 0 0 994 14 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.80 1.00 0.80 0.78 0.78 1.00 1.00 0.81 0.81 PHF Volume: 268 21 146 21 0 21 15 998 0 0 1228 17 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 268 21 146 21 0 21 15 998 0 0 1228 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 I ~~:~~~~i~~:F!;~~~;d~i~~h~~~ 11--~~nn~nn~~ II n~:h::~_h__~ II-u~-~~~~hn~? 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.13 0.87 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: xxxx 226 1574 1700 0 1800 1700 3600 0 0 3551 49 I ;~~~;i~~-~~!~~i~-~;d~i~~---llu-u-uu--u-II--u--unuu-ll-__uh___u___1 Vol/Sat: 0.00 0.09 0.09 0.01 0.00 0.01 0.01 0.28 0.00 0.00 0.35 0.35 Crit Moves: **** **** **** *'*** I Green/Cycle: 0.34 0.34 0.34 0.23 0.00 0.23 0.11 0.54 0.00 0.00 0.43 0.43 ~~~~~:~~~~:-I ~~~~-~~~~--~~~~ II ~~~:_~~~~u~~~: II ~~~~-~~:~--~~~~ II ~~~~_~~~~u~~~~ I Level Of Service Module: I Delay/Veh: 26.8 14.9 14.9 18.3 0.0 18.3 24.8 9.3 0.0 0.0 17.4 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: 26.8 14.9 14.9 18.3 0.0 18.3 24.8 9.3 0.0 0.0 17.4 17.4 Queue: 8 0 3 0 0 0 0 17 0 0 29 1 I ******************************************************************************** Sat Aug 1, 1998 09:50:18 Page ~-: -------------------------------------------------------------------------------- ~8 .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 95 Critical Vol./Cap. (X): 0.516 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 15.3 Optimal Cycle: 95 Level Of Service: C ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Page l-: I ----------------------------~--------------------------------------------------- I Sat Aug 1, 1998 09:49:15 98 .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) *******************************************************************************) Cycle (sec): 120 Critical Vol./Cap. (X): 0.635 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.6 Optimal Cycle: 120 Level Of Service: C *******************************************************************************1 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 Permitted Protected Permitted I Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ;~i;;~-~~d;itn--n-h-h-- Ilh----n----h-ll-h---n-n--h Ilhhh---____h II Base Vol: 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj: 1. 05 1. 05 1. 05 1. 05 1. 05. 1. 05 1. 05 1. 05 1.05 1. 05 1. 05 1. 05 I Initial Bse: 256 13 122 16 0 18 23 1213 0 0 1209 19 Added Vol: 0 0 5 0 0 0 0 149 0 0 139 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 256 13 127 16 0 18 23 1362 0 0 1348 19 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.67 1.00 0.67 0.91 0.91 1.00 1.00 0.83 0.83 PHF Volume: 273 13 135 24 0 27 25 1496 0 0 1624 23 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 273 13 135 24 0 27 25 1496 0 0 1624 23 PCE 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 MLF AdJ: 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 ~~~~:-~~:~~-!_:?:_n::n_::: II n:~nh~_h_:? II--::_:~:~_h__~ Ilh-~-:~:~__h:: I Saturation F ow Module: Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.09 0.91 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: XXXX 158 1642 1700 0 1800 1700 3600 0 0 3550 50 c~~~~i~;-~~t~i~-~~d;i~~---II--------h-----II------h---__hll_______h______11 VOl/Sat: 0.00 0.08 0.08 0.01 0.00 0.01 0.01 0.42 0.00 0.00 0.46 0.46 Crit Moves: **** **** **** **** Green/Cycle: 0.28 0..28 0.28 0.18 0.00 0.18 0.08 0.62 0.00 0.00 0.53 0.53 I VOlume/Cap: 0.00 0.29 0.29 0.08 0.00 0.08 0.18 0.67 0.00 0.00 0.86 0.86 ------------I------~~-------II---------------I 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 34.4 21.8 21.8 26.2 0.0 26.2 33.1 10.3 0.0 0.0 18.5 18.5 I 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: 34.4 21.8 21.8 26.2 0.0 26.2 33.1 10.3 0.0 0.0 18.5 18.5 Queue: 11 0 4 1 0 1 1 33 0 0 49 1 ********************************************************************************1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I . ,. . . I I . I I . . I . I . I I I I MITIG8 Sat Aug 1, 1998 09:38:45 Page ~-: -------------------------------------------------------------------------------- ~8 .259 Patton Station Opening Year With Project AM Peak Hour :' ( '\ -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 71 Critical Vol./Cap. (X): 0.436 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.3 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** 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 Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 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: Base Vol: 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 67 57 34 24 177 54 17 311. 37 35 413 28 Added Vol: 0 0 48 17 0 0 0 106 0 39 85 14 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 57 82 41 177 54 17 417 37 73 498 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: 0.80 0.80 0.80 0.82 0.82 0.82 0.93 0.93 0.93 0.76 0.76 0.76 PHF Volume: 84 71 102 50 216 65 18 449 40 96 655 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 'Reduced Vol: 84 71 102 50 216 65 18 449 40 96 655 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.: 84 71 102 50 216 65 18 449 40 96 655 55 s~~;~~~i;;-;i;~-M;d;i~~n-n II n-------------II_n_____n_n__II_n_n__n_____/ Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.84 0.16 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3306 294 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.00 0.04 0.06 0.00 0.12 0.04.0.01 0.14 0.14 0.06 0.18 0.03 Crit Moves: **** **** **** **** Green/cycle: 0.49 0.31 0.31 0.49 0.31 0.31 0.14 0.24 0.24 0.14 0.24 0.24 Volume/Cap: 0.00 0.13 0.18 0.00 0.39 0.12 0.08 0.57 0.57 0.40 0.76 0.13 ------------1---------------1 1---------------11---------------11---------------1 Level Of Service Module: Delay/Veh: 17.8 11.4 11.6 17.4 12.6 11.3 17.1 16.0 16.0 18.6 19.0 13.7 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: 17.8 11.4 11.6 17.4 12.6 11.3 17.1 16.0 16.0 18.6 19.0 13.7 Queue: 2 1 1 1 3 1 0 8 1 2 13 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:51:25 Page 1-1 I - - - - - 1 --------------------------------------------------------------------------- (' ,~\ ~b .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) . *******************************************************************************. Cycle (sec): 75 Critical Vol./Cap. (X): 0 .563 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 22.3 Optimal Cycle: 75 Level Of Service: C *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L - T R c;~~~;i~-u-I np~;~:p~~i~ullup~;~:p~~~ull---p~;~~;~~du-II---p~;~~;~~d-n ~ Rights: Include Include Include Include. Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ~~~~~~-nn-I-=--~u=n~__=_II_=__~__=__~u=_II_=__~__=u=n~_11_=__~__:n~__=_1 Volume Module: Base Vol: 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 34 143 46 39 112 25 58 716 74 45 576 47 Added vol: 0 0 70 25 0 0 0 154 0 63 139 22 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 34 143 116 64 112 25 58 870 74 108 715 691 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.88 0.88 0.88 0.99 0.99 0.99 0.93 0.93 0.93 PHF Volume: 41 174 142 73 128 29 58 879 74 116 769 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 41 174 142 73 128 29 58 879 74 116 769 74 PCE 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 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 :~~~~-~~~~~-I--~=--=~~---=~: II--~:--=:~----:: 11--=~--~~:n__~~II_==~u~~:u__~~1 Saturation Fiow Module: sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.84 0.16 1.00 2.00 1.00 Final Sat.: xxxx 1800 1800 XXXX 1800 1800 1700 3320 280 1700 3600 1800 c~~~;i~;-~~!;~i~-~;d~i~~u-II--uu-----u--II-u--u-u-----II-_uuu_____ull Vol/Sat: 0.00 0.10 0.08 0.00 0.07 0.02 0.03 0.26 0.26 0.07 0.21 0.04 Crit Moves: **** **** **** **** Green/cycle: 0.47 0.29 0.29 0.47 0.29 0.29 0.15 0.28 0.28 0.13 0.26 0.261 Volume/Cap: 0.00 Q.33 0.27 0.00 0.24 0.05 0.22 0.95 0.95 0.51 0.82 0.16 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: DelayjVeh: 18.6 13.5 13.2 19.0 13.1 12.3 18.1 29.4 29.4 21.1 21.0 13.8 I 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: 18.6 13.5 13.2 19.0 13.1 12.3 18.1 29.4 29.4 21.1 21.0 13.8 Queue: 1 3 2 1 2 0 1 22 3 2 16 11 ******************************************************************************* Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I. I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:38:49 Page :-: -------------------------------------------------------------------------------- n .259 . Patton Station Opening Year with Project AM Peak Hour ".,) " -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.527 Loss Time (sec): 9 (Y+R = 4 see) Average Delay (sec/veh): 11.4 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** 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 I Control: Protected Protected Permitted Permitted' Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 DOl! 0 0 ------------1---------------1 1---------------1 1---------------1 1------------___1 Volume Module: Base Vol: 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1~05 1.05 1.05 1.05 1.05 Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 63 Added Vol: 0 34 0 0 28 8 10 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 96. 324 38 86 246 54 42 227 167 36 120 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 0.94 0.94 0.94 0.82 0.82 0.82 0.91 0.91 0.91 PHF Volume: 101 341 40 92 262 58 51 277 204 39 132 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 341 40 92 262 58 51 277 204 39 132 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.: 101 341 40 92 262 58 51 277 204 39 132 69 s~~~~~~i;~-Fl;~-~;d~i~~--n-II---n--n--n--II n-nn________II_______n__n__1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.90 0.10 1.00 0.82 0.18 0.16 0.84 1.00 0.16 0.55 0.29 Final Sat.: 1700 1611 189 1700 1474 326 280 1520 1800 293 990 517 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module: VOl/Sat: 0.06 0.21 0.21 0.05 0.18 0.18 0.18 0.18 0.11 0.13 0.13 0.13 Crit Moves: **** **** **** Green/Cycle: 0.19 0.37 0.37 0.17 0.34 0.34 0.32 0.32 0.32 0.32 0.32 0.32 VOlume/Cap: 0.31 0.58 0.58 0.32 0.52 0.52 0.58 0.58 0.36 0.42 0.42 0.42 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module: Delay/Veh: 13.7 10.8 10.8 14.5 10.8 10.8 12.2 12.2 10.4 10.8 10.8 10.8 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: 13.7 10.8 10.8 14.5 10.8 10.8 12.2 12.2 10.4 10.8 10.8 10.8 Queue: 1 5 1 1 4 1 1 4 3 1 2 1 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach ---------------------------------------------------------------------------- Sat Aug 1, 1998 09:40:02 Page 1-: .1 . MITIG8 G8.259 Patton Station Opening Year With Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) *******************************************************************************~ Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0.507 Loss Time (sec): 9 (Y+R = 4 see) Average Delay (sec/veh): 10.9 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L _ T _ R c;~~;;i~----I---p;;~~~~~dh-II---p;;~~~~~d---II hhP~~i~~~d--11 h--p~~i~~~d--1. Rights: Include Include Include Include. Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~~~:~~--h--I-:--~--~h:--.~-II-:h~-_~__:h~_II_~h:h~h~h:_11-~--~h:~_~h~_1 Volume Module: Base Vol: 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05. Initial Bse: 81 198 38 71 293 45 27 106 99 21 170 29 Added Vol: - 0 50 0 0 45 13 15 0 0 0 0 0 PasserByvol: O' 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 248 38 71 338 59 42 106 99 21 170 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.90 0.90 0.90 0.88 0.88 0.88 0.91 0.91 0.91 PHF Volume: 89 273 42 79 375 65 48 121 112 23 187 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 . Reduced Vol: 89 273 42 79 375 65 48 121 112 23 187 32 PCE 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 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. :~~~:-~~:~~-I--~:h~~:hh~~ II--~:h:~~__h~~ II--~~-_:~:_h::~ II--~:-_:~~__h:~ / Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800. Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.87 0.13 1.00 0.85 0.15 0.28 0.72 1.00 0.10 0.77 0.13 Final Sat.: 1700 1560 240 1700 1534 266 511 1289 1800 171 1391 238 c~;~~i~;-~~!;;i;-M;d~i~~---I 1---------------1 1---------------1 1--------------_1. VOl/Sat: 0.05 0.17 0.18 0.05 0.24 0.24 0.09 0.09 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** Green/CyCle: 0.17 0.39 0.39 0.21 0.43 0.43 0.25 0.25 0.25 0.25 0.25 0.25. VOlume/Cap: 0.31 0.45 0.45 0.22 0.56 0.56 0.38 0.38 0.25 0.54 0.54 0.54 ------------/----_..:-:._-------11---------------11--------------_11_______________1 Level Of Service Module: 1 Delay/Veh: 14.4 9.2 9.2 12.6 9.0 9.0 12.3 12.3 11.7 13.6 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: 14.4 9.2 9.2 12.6 9.0 9.0 12.3 12.3 11.7 13.6 13.6 13.6 Queue: 1 3 1 1 5 1 1 2 2 0 3 1 . ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beaeh . . I II I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:38:54 Page 1-: ------------------------------------------------------------------------------ 98 .259 Patton Station Opening Year With Project AM Peak Hour .: .," -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) ******************************************************************************** Cycle (sec): 69 Critical Vol./Cap. (X): 0.594 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** 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 19 19 10 19 19 10 18 18 10 18 18 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: Base Vol: 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 Added Vol: 0 17 0 0 14 14 17 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 261 29 147 388 115 89 294 34 76 412 130 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: 0.79 0.79 0.79 0.75 0.75 0.75 0.74 0.74 0.74 0.78 0.78 0.78 PHF Volume: 69 330 37 196 517 153 120 397 45 97 528 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 330 37 196 517 153 120 397 45 97 528 167 PCE 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 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.: 69 330 37 196 517 153 120 397 45 97 528 167 s~~~;~~i~~-F!~~-~~d~i~~-hh 11---------------II---------------II--h-h----_h_1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.54 0.46 1.00 1.80 0.20 1.00 1.52 0.48 Final Sat.: 1700 3237 363 17002778 822 1700 3233 367 1700 2735 865 ------------1---------------1 1---------------1 1---------------1 1---------______1 Capacity Analysis Module: VOl/Sat: 0.04 0.10 0.10 0.12 0.19 0.19 0.07 0.12 0.12 0.06 0.19 0.19 Crit Moves: **** **** **** **** Green/cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 VOlume/Cap: 0.28 0.37 0.37 0.80 0.68 0.68 0.49 0.47 0.47 0.39 0.74 0.74 ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module: Delay/veh: 17.2 13.1 13.1 29.5 15.7 15.7 18.8 14.2 14.2 17.8 17.3 17.3 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: 17.2 13.1 13.1 29.5 15.7 15.7 18.8 14.2 14.2 17.8 17.3 17.3 Queue: 1 5 1 5 9 3 2 7 1 2 10 4 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug I, 1998 09:40:06 a8 .259 Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- , Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) *******************************************************************************1 Cycle (sec); 69 Critical Vol./Cap. (X): 0.643 Loss Time (see): 12 (Y+R = 4 sec) Average Delay (sec/veh): 17.2 Optimal Cycle: 69 Level Of Service: C *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 ~~~::~hhul-:--~--:--:h~-II-:--~h:--:--~_II-:--~--:u:h~-11-:u~h:u:u~_11 Volume Module: Base Vol: 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj; 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 105 416 143 113 227 92 122 445 76 42 344 92 Added Vol: 0 25 0 0 22 22 25 0 . 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 105 441 143 113 249 115 147 445 76 42 344 92 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.70 0.70 0.70 0.93 0.93 0.93 0.89 0.89 0.89 0.93 0.93 0.93 PHF Volume: 150 630 204 122 268 123 165 500 85 45 370 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I 'Reduced Vol: 150 630 204 122 268 123 165 500 85 45 370 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 I :~~~:-~~:~~-I-:=~h~:~-h~~:II-:~~--~~~u-:~: II-:~=u=~~_u_~= II--:=h:~~h--== I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.51 0.49 1.00 1.37 0.63 1.00 1.71 0.29 1.00 1.58 0.42 Final Sat.: 1700 2719 881 1700 2468 1132 1700 3077 523 1700 2840 . 760 c~~~~i~~-~~t;i;-~~d~i;~ h_ll_uu__u______II_ -----____u___11 h____h__h___11 VOl/Sat: 0.09 0.23 0.23 0.07 0.11 0.11,0.10 0.16 0.16 0.03 0.13 0.13 Crit Moves: **** **** **** **.* Green/CyCle; 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 I VOlume/Cap: 0.61 0.84 0.84 0.50 0.39 0.39 0.67 0.62 0.62 0.18 0.50 0.50 ------------I------~--------I 1---------------1 1---------------11---------------1 Level Of Service Module; I Delay/veh;. 20.9 19.9 19.9 18.9 13.3 13.3 22.7 15.5 15.5 16.8 14.4 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 AdjDel/Veh: 20.9 19.9 19.9 18.9 13.3 13.3 22.7 15.5 15.5 16.8 14.4 14.4 Queue: 3 13 5 2 4 2 3 9 2 1 6 2 I ******'************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:52:29 Page 1-1 -------------------------------------------------------------------------------- n .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 70 Critical Vol./Cap. (X): 0.589 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.4 Optimal Cycle: 70 Level Of Service: B ******************************************************************************** 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: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 Added Vol: 138 3 66 0 3 0 0 0172 82 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 179 4 81 27 4 37 167 355 213 89 432 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: 0.55 0.55 0.55 0.82 0.82 0.82 0.69 0.69 0.69 0.79 0.79 0.79 PHF Volume: 325 7 147 33 5 45 242 514 309 113 546 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 7 147 33 5 45 242 514 309 113 546 124 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOO 1.00 MLF AdJ: 1.00 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 7 147 33 5 45 242 514 309 113 546 124 s~~~;~~i~~-F!~~-M~d~i~~u-u 1 1----u-uh____1 1--------------_1 I--u-----u----I 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 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.98 0.02 1.00 0.87 0.13 1.00 1.00 2.00 1.00 1.00 1.63 0.37 Final Sat.: 1762 38 1800 1563 237 1800 1700 3600 1800 1700 2934 666 ------------1---------------1 1---------------11---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.08 0.02 0.02 0.03 0.14 0.14 0.17 0.07 0.19 0.19 Crit Moves: **** **** **** Green/Cycle: 0.31 0.31 0.31 0.31 0.31 0.31 0.24 0.33 0.33 0.22 0.32 0.32 VOlume/Cap: 0.59 0.59 0.26 0.07 0.07 0.08 0.59 0.43 0.51 0.30 0.59 0.59 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 14.2 14.2 11.6 10.9 10.9 10.9 16.8 11.8 12.7 14.8 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: 14.2 14.2 11.6 10.9 10.9 10.9 16.8 11.8 12.7 14.8 13.6 13.6 Queue: 6 0 2 0 0 1 4 8 5 2 9 2 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:53:33 page:-::. 1 1 ---------------------------------------------------------------------------- GS .259 . .patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) J ******************************************************************************* Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) *******************************************************************************) Cycle (sec): 70 Critical Vol./Cap. (X): 0.594 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.1 Optimal Cycle: 70 Level Of Service: B *******************************************************************************1 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--------c------I 1---------------1 1---------------1 Control: Permitted Permitted Protected Protected 1 Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -11- - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -II Base Vol: 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.051 Initial Bse: 65 2 32 109 1 185 46 722 61 6 687 14 Added Vol: 225 4 108 0 5 0 0 0 249 120 0 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 290' 6 140 109 6 185 46 722 310 126 687 141 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.71 0.71 0.71 0.78 0.78 0.78 0.96 0.96 0.96 0.97 0.97 0.97 PHF Volume: 409 9 196 140 8 237 48 753 323 130 708 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 1 Reduced Vol: 409 9 196 140 8 237 48 753 323 130 708 14 PCE 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 MLF Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 ~~~~~-~~~~~_I-~~:----:-n::~ 11_:~~_n_~_n::~ 11__~~__~~:n_::: II_::~__~~~____:~I Saturation F10w 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 0.94 1.00 1.00 0.94 1.00 1.00 1 Lanes: 0.98 0.02 1.00 0.95 0.05 1.00 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1761 39 1800 1703 97 1800 1700 3600 1800 1700 3530 70 ~~~~;i~~-~~i;~i~-~;d~i~~---II----h-----n--II--h-----------'I--_____________'1 VOl/Sat: 0.23 0.23 0.11 0.08 0.08 0.13 0.03 0.21 0.18 0.08 0.20 0.20 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.20 0.35 0.35 0.14 0.29 0.29 1 VOlume/Cap: 0.61 0.61 0.28 0.21 0.21 0.34 0.14 0.61 0.52 0.54 0.68 0.68 ------------I------~--------I 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 12.3 12.3 9.7 9.4 9.4 10.0 15.1 12.9 12.5 19.8 15.4 15.4 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: 12.3 12.3 9.7 9.4 9.4 10.0 15.1 12.9 12.5 19.8 15.4 15.4 Queue: 7 0 3 2 0 3 1 12 5 3 13 1 ********************************************************************************1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to ~.K & J.K, Newport Beach 1 1 1 I I I I I I 1 I I I I I I 1 I I I I I MITIG8 Sat Aug 1, 1998 10:02:49 Page l-: ----------------------------------------------------------------------------- n .259 Patton Station Opening Year with Project AM Peak Hour --------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical vol./Cap. (X): 0 .307 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 4.9 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** 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: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes: DOl! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------I-------------~-I 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse. 69 0 27 0 0 0 0 362 24 4 497 0 Added Vol: - 0 0 3 0 0 0 0 66 0 3 82 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 69 0 30 0 0 0 0 428 24 7 579 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: 0.88 1.00 0.88 1.00 1.00 1.00 1.00 0.81 0.81 0.76 0.76 1.00 PHF Volume: 79 0 34 0 0 0 0 529 30 9 761 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 0 34 0 0 0 0 529 30 9 761 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.: 79 0 34 0 0 0 0 529 30 9 761 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 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 Lanes: 0.70 0.00 0.30 0.00 0.00 0.00 0.00 1.89 0.11 0.02 1.98 0.00 Final Sat.: 1258 0 542 0 0 0 0 3407 193 42 3558 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.06 0.00 0.00 0.00 0.00 0.16 0.16 0.21 0.21 0.00 Crit Moves: **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.00 VOlume/Cap: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.27 0.27 0.38 0.38 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 9.2 0.0 9.2 0.0 0.0 0.0 0.0 4.3 4.3 4.7 4.7 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: 9.2 0.0 9.2 0.0 0.0 0.0 0.0 4.3 4.3 4.7 4.7 0.0 Queue: 1 0 0 0 0 0 0 5 0 0 7 0 ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 10:03:18 Page :_: . -------------~T~---2;)9--------------------~------------------------------------ J~ . Patton Stat~on Opening Year With Project . . PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #8 Central Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 60 Critical Vol./Cap. (X): 0.358 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.2 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~;~;i~----I-n-~~;;i;;~dn II n--~~;;i;;~d--II----~~;;i;;~d--II-n-~~;;i;;~d-- ~ Rights: Include Include Include Include. Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 ~~~:~ ~ - - - - - - I - ~ - - ~ - - = ~ - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - = - - = - - ~ - II - ~ - - = - - = - - ~ - - ~ - II Volume Module: Base Vol: 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 48 0 15 0 0 0 0 812 53 9 669 0 Added Vol: 0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol: 0 0 0 00 0 0 0 0 0 0 0 Initial Fut: 48 0 19 0 0 0 0 920 53 14 789 0 I User A~j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Ad): 0.75 1.00 0.75 1.00 1.00 1.00 1.00 0.99 0.99 0.96 0.96 1.00 PHF Volume: 64 0 25 0 0 0 0 929 53 15 822 0 Reduct vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 64 0 25 0 0 0 0 929 53 15 822 0 PCE 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 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. ~~~~~-~~~~~-I n~~__n~_n_:~ II n_~____~__n_~ II n_~__~:~____~: II--=~--~::-----~ I Saturat~on Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800. Adjustment: 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 Lanes: 0.72 0.00 0.28 0.00 0.00 0.00 0.00 1.89 0.11 0.04 1.96 0.00 Final Sat.: 1294 0 506 0 0 0 0 3406 194 65 3535 0 c~~~;i;~-~~!~~i~-~;d~i~~n-II-n-n--u-----II--n-n-n---n II----------u---I. VOl/Sat: 0.05 0.00 0.05 0.00 0.00 0.00 0.00 0.27 0.27 0.23 0.23 0.00 Crit Moves: **** **** Green/CyCle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.00 1 VOlume/Cap: 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.48 0.48 0.41 0.41 0.00 ------------I~--------------I 1---------------1 1---------------1 1---------------1 Level Of Serv~ce Module: Delay/Veh: 9.1 0.0 9.1 0.0 0.0 0.0 0.0 5.1 5.1 4.8 4.8 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: 9.1 0.0 9.1 0.0 0.0 0.0 0.0 5.1 5.1 4.8 4.8 0.0 Queue: 1 0 0 0 0 0 0 9 1 0 8 0 . ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach. . . II I I I I I I I 1 I I I I MITIG8 Mon Aug 3, 1998 14:08:05 Page 1-: 98 .259 --------------------------------------------------------~-~--------------------- Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Central Ave. (NS) / Project Entrance (EW) ******************************************************************************** Average Delay (sec/veh): 1.1 Worst Case Level Of Service: A ******************************************************************************** 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 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module: Base Vol: 0 92 Growth Adj: 1.05 1.05 Initial Bse: 0 97 Added vol: 51 0 passerByvol: 0 0 Initial Fut: 51 97 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 51 97 Reduct Vol: 0 0 Final Vol.: 51 97 Adjusted Volume Module: Grade: 0\ .'lr Cycle/Cars: xxxx xxxx 'lr Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.00 1.00 Cycl/Car peE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 56 97 Critical Gap Module: Moveup Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Cri tical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5 .5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I-----------~---I Capacity Module: Cnf lict vol: 31 xxxx xxxxx xxxx xxxx XXXXX 177 xxxx 30 xxxx xxxx xxxxx Potent Cap.: 1656 xxxx xxxxx xxxx xxxx XXXXX . 836 xxxx 1337 xxxx xxxx xxxxx Adj Cap: 1. 00 xxxx xxxxx xxxx xxxx XXXXX 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap.: 1656 xxxx xxxxx xxxx xxxx XXXXX 807 xxxx 1337 xxxx xxxx xxxxx 1 ~~~~i-of-s~~i~~-M6d~i~~----11 n___n__nnn II nn___n___n_11 n_UUn__Un I Stopped Del: 2.2 xxxx xxxxx xxxxx XXXX xxxxx 4.5 XXXX 2.8 xxxxx XXXX xxxxx I LOS by Move: A * * * * * A * 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Shared. LOS: * * * * * * * * * * * * ApproachDel: 0.8 0.0 2.9 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach o 1. 05 o o o o 1. 00 1. 00 o o o I I I o 1. 05 o o o o 1. 00 1. 00 o o o 27 1. 05 28 o o 28 1. 00 1. 00 28 o 28 o 1. 05 o 3 o 3 1. 00 1. 00 3 o 3 0\ xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx o 28 o o 1. 05 o 3 o 3 1. 00 1. 00 3 o 3 o 1. 05 o o o o 1. 00 1.00 o o o o 1. 05 o 41 o 41 1. 00 1. 00 41 o 41 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 3 0 45 3 o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1. 00 o o o o 1. 05 o o o o 1. 00 1.00 o o o 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o MITIG8 98 .259 Mon Aug 3, 1998 14:08:33 Patton Station Opening Year With Project PM Peak Hour I I 1 I I I I I I I I I I 1 I I I I I MITIG8 Sat Aug 1, 1998 09:39:10 Page :-: -------------------------------------------------------------------------------- 98 .259 . Patton Station Opening Year With Project AM Peak Hour d. -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) *r****************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** Average Delay (sec/veh): 3.0 Worst Case Level Of Service: B ******************************************************************************** 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 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 00 1 0 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Volume Module: Base Vol: 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 60 15 38 26 12 3 35 106 9 24 93 51 Added Vol: 0 17 0 22 14 6 7 0 0 0 0 27 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 32 38 48 25 9 42 106 9 24 93 79 User Adj: 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Adj: 0.72 0.72 0.72 0.75 0.75 0.75 0.87 0.87 0.87 0.71 0.71 0.71 PHF Volume: 83 44 53 64 34 12 48 122 11 34 132 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 83 44 53 64 34 12 48 122 11 34 132 111 Adjusted Volume Module: Grade: O\' \' Cycle/Cars: xxxx xxxx \' Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj Vol.: 91 49 58 Critical Gap Module: Moveup Time: 3 .4 3 .3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx XXXXX 2 . 1 xxxx xxxxx Critical Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module: Cnflict Vol: 419 452 127 445 402 187 243 xxxx xxxxx 133 xxxx xxxxx Potent cap.: 606 632 1193 585 671 1113 1313 xxxx XXXXX 1482 xxxx XXXXX Adj Cap: 0.90 0.94 1.00 0.85 0.94 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 544 591 1193 497 628 1113 1313 xxxx XXXXX 1482 xxxx XXXXX ------------1---------------11---------------11---------------11------------___1 Level Of Service Module: Stopped Del: 7.8 6.6 3.2 8.3 6.1 3.3 2.8 xxxx XXXXX 2.5 xxxx XXXXX LOS by Move: * * A * * A A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 560 xxxx xxxxx 535 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 8 . 3 xxxx xxxxx 8 . 2 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx xxxxx Shared LOS: B * * B * * * * * * * * ApproachDel : 6 . 1 7 . 1 0 . 8 0 .3 o\' xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 71 37 13 o\' xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 52 122 11 o\' xxxx xxxx xxxx xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx xxxx 37 132 111 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09:40:34 --------------------------------------------------------------------------- 98 Patton Station . 259 Opening Year With Project PM Peak Hour o\' xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 99 44 22 34 1. 05 36 o o 36 1. 00 0.81 44 o 44 o\' xxxx xxxx xxxx xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx xxxx 36 149 44 35 1. 05 37 o o 37 1. 00 0.91 40 o 40 75 1.05 79 o o 79 1. 00 0.91 87 o 87 28 1. 05 29 40 o 69 '1.00 0.91 76 o 76 o\' xxxx xxxx xxxx XXXX 1.10 1.00 1.00 xxxx xxxx xxxx XXXX 44 87 76 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I MITIG8 I I I I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 I ;~i~~~-M~d~it---h--h---ull-uh--hu-h-II-uh-hu-uhllhu-hhh--hi Base Vol: 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1 Initial Bse: 61 105 21 147 119 68 38 298 28 42 369 103 Added vol: 0 0 0 00 7 6 63 0 0 79 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 61 105 21 147 119 75 43 361 28 42 447 103 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: 0.82 0.82 0.82 0.72 0.72 0.72 0.93 0.93 0.93 0.81 0.81 0.81 PHF Volume: 74 128 26 204 165 104 47 389 30 52 552 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 74 128 26 204 165 104 47 389 30 52 552 127 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 I ~~;~~~~i~~~Fi~;~~~d~i!~---~~ II-~~~h:~~-h:~~ Ilh~~h:~:uh:~ Ilh~~u::~---:~~ 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.83 0.17 1.00 0.61 0.39 1.00 1.86 0.14 1.00 2.00 1.00 Final Sat.: 1700 1496 304 1700 1104 696 1700 3342 258 1700 3600 1800 I c~~~~i~; - ~~i;~i~- M~d~i~ ~ - hi 1- - u -- Uu - h ull- - - h - U h___ - -II--h -- -- - U h--I Vol/Sat: 0.04 0.09 0.09 0.12 0.15 0.15 0.03 0.12 0.12 0.03 0.15 0.07 Crit Moves: **** **** I Green/Cycle: 0.44 0.44 0.44 0.44 0.44 0.44 0.46 0.46 0.46 0.46 0.46 0.46 ~~~~~:~~~~~-I ~~:~_~~::h~~:: II ~~~~-~~:~--~~:~ II ~~~~-~~:~--~~~~ II ~~~~_~~:~u~~:~ I Level Of Service Module: I Delay/Veh: 6.3 6.6 6.6 6.9 7.1 7.1 5.9 6.5 6.5 5.9 6.8 6.2 Us~r 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 6.6 6.6 6.9 7.1 7.1 5.9 6.5 6.5 5.9 6.8 6.2 Queue: 1 1 0 2 2 1 0 4 0 0 6 1 I ******************************************************************************** Sat Aug 1, 1998 09:39:14 Page 1-: -------------------------------------------------------------------------------- 98 .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) **********************************~********************************************* Cycle (sec): 60 Critical Vol./Cap. (X): 0.336 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 6.7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I ----------------------------------------------------------------------- --------- I I I MITIG8 --------------------------------------------------------------- Sat Aug 1, 1998 09:40:38 Page l-.=.. 98 .259 Patton Station Opening Year With Project PM Peak Hour - - - - - - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) I ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.331 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.3 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L _ T _ R c~~~;~i~----I----;~~i~~~d--I I----;~~i~~~d--I I----;~~i~~~d--I I----;~~i~~~d--I 1 Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~~~: ~ ~ - - -- -- I -: -- ~ - - ~ -- : - - ~ - II -: -- ~ - - ~ - - : -- ~ -II -: - - ~ - - : -- : _ _ ~ _ II -: h ~ _ _ ~ _ _ ~ _ _ : _ I I Volume Module: Base Vol: 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.0~ 1.05 1.05 1.05 I Initial Bse: 57 28 44 79 30 37 97 647 107 42 489 135 Added Vol: 0 0 0 0 0 10 9 103 0 0 115 0 PaSSerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 57 28 44 79 30 47 106 750 107 42 604 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.87 0.87 0.87 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 61 30 47 91 35 54 110 781 112 44 629 141 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 30 47 91 35 54 110 781 112 44 629 141 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 1 Final Vol.: 61 30 47 91 35 54 110 781 112 44 629 141 s~~~;~~i~;-;l~~-~~d~i~~h---II----------h---II----h---------II_--_h_________1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.39 0.61 1.00 0.39 0.61 1.00 1.75 0.25 1.00 2.00 1.00 :~~~:-:~::~-I:?~~--?~:--:~~~I I:?~~--?~~--:~~~I I:?~~-::~~---~~~I I:?~~-:~~~--:~~~I I Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.05 0.05 0.05 .0.06 0.25 0.25 0.03 0.17 0.08 Crit Moves: **** **** I Green/cycle: 0.33 0.33 0.33 0.33 0.33 0.33 0.57 0.57 0.57 0.57 0.57 0.57 VOlume/Cap: 0.11 0.13 0.13 0.16 0.15 0.15 0.11 0.44 0.44 0.05 0.31 0.14 L~~~i-of-s~Ji~~-~~d~i~~----II---------------II---------------11_______________1 I Delay/Veh: 8.9 9.0 9.0 9.1 9.1 9.1 3.9 4.9 4.9 3.7 4.4 4.0 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: 8.9 9.0 9.0 9.1 9.1 9.1 3.9 4.9 4.9 3.7 4.4 4.0 I Queue: 1 0 1 1 0 1 1 8 1 0 6 1 *******.************************************************************************* I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II il I I I I I I I I I I I I MITIG8 Sat Aug 1, 1998 09:39:17 Page :-: -------------------------------------------------------------------------------- n ", JO .259 Patton Station Opening Year With Project AM Peak Hour '.. .. -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) **********************~********************************************************* Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 72 Critical Vol./Cap. (X): 0.358 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 14.6 Optimal Cycle: 72 Level Of Service: B ******************************************************************************** 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 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------1---------------11---------------11---------------11----___________1 Volume Module: Base Vol: 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 Added Vol: 7 0 0 0 0 7 6 52 6 0 65 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 114 46 40 127 134 93 290 107 39 371 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: 0.85 0.85 0.85 0.82 0.82 0.82 0.83 0.83 0.83 0.89 0.89 0.89 PHF Volume: 97 135 54 49 155 163 112 349 129 44 417 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 135 54 49 155 163 112 349 129 44 417 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.: 97 135 54 49 155 163 112 349 129 44 417 42 s~~~~~~i~~-;i~~-~~d~i~~-----II---h-h---h--II -----u_____h_II--__u__-__--__ I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.46 0.54 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2628 972 1700 3600 1800 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.03 0.03 0.09 0.09 0.07 0.13 0.13 0.03 0.12 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 VOlume/cap: 0.22 0.27 0.11 0.21 0.31 0.33 0.47 0.48 0.48 0.19 0.42 0.08 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/Veh: 17.8 13.2 12.5 17.8 13.3 13.4 19.6 14.3 14.3 17.7 13.9 12.4 Us~r 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: 17.8 13.2 12.5 17.8 13.3 13.4 19.6 14.3 14.3 17.7 13.9 12.4 Queue: 2 2 1 1 2 3 2 6 2 1 7 1 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Sat Aug 1, 1998 09:40:42 -------------------------------------------------------------------------------- 88 .259 . Patton Station Opening Year with Project PM Peak Hour -------------------------------------------------------------------------------- Traffix 6.8.0827 (cl 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 I ;;i~~~-~;d~it--h-h--h-7-llh---hh------II--h-u--------II------_________1 Base Vol: 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj: 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 I Initial Bse: 160 118 28 78 132 97 74 96 213 114 324 171 Added Vol: -31 0 0 0 0 0 0 19 25 0 24 0 PasserByVol: 0 . 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 190 118 28 78 132 97 74 115 238 114 348 171 I User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.94 0.94 0.94 PHF Volume: 214 132 32 87 149 109 83 129 267 122 371 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 214 132 32 87 149 109 83 129 267 122 371 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~~;i~~~;!;~=~;d~i~~h-=: II--~~--=::-h=~: II n~=__=::___:~~ 11_=::n=~=_h=~: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.61 0.39 1.00 1.16 0.84 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 1800 I ~~~~~i~~ -~~!~~i~ - ~;d~i~ ~ h -11- - --- ___u -- -- -11- h__ --- -- - - -- -11- - h --- - u - -- --I Vol/Sat: 0.13 0.05 0.05 0.05 0.07 0.07 0.05 0.04 0.15 0.07 0.10 0.10 Crit Moves: ............ **** **** **** I Green/Cycle: 0.13 0.32 0.32 0.13 0.32 0.32 0.13 0.27 0.27 0.13 0.27 0.40 ~~:~~:~~~~~-I ~~:~_~~=:u~~=: II ~~:~-~~::--~~:: II ~~=~-~~==--~~~~ II ~~~~-~~=~--~~:~ I Level Of Service Module: I Delay/veh: 63.8 12.2 12.2 20.8 12.5 12.5 20.7 14.0 16.8 23.0 15.1 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: 63.8 12.2 12.2 20.8 12.5 12.5 20.7 14.0 16.8 23.0 15.1 10.2 Queue: 8 2 0 2 2 2 2 2 5 3 7 3 I ******************************************************************************** Sat Aug 1, 1998 09:39:20 Page l-: ------------------------------------------------------------------------ 98 .259 Patton Station Opening Year With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 78 Critical Vol./Cap. (X): 0.494 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.8 Optimal Cycle: 78 Level Of Service: C ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 98 S~t Aug 1, 1998 09:40:46 .259 Patton Station Opening Year With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I n .259 APPENDIX H FUTURE TRAFFIC FORECASTS AND REASONABLENESS TESTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I * Intersection: SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) 2 * Intersection # * Future Peak Rour Volumes Existing Peak Hour Volumes 98 * Move AM PM AM PM .259 * -------- -------- -------- -------- NL 0 0 0 0 NT 0 0 0 0 NR 0 0 0 0 SL 1311 1293 647 861 ST 0 0 0 0 SR 187 217 95 148 EL 0 0 0 0 ET 608 1200 308 819 ER 0 0 0 0 WL 0 0 0 0 WT 815 942 412 643 WR 0 0 0 0 * Totals 2921 3652 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- npM-- nAM-- --PMn --------- * North Leg IN 1498 1510 * North Leg OUT 0 0 * ------ ------ * North Leg TOTAL 1498 1510 10 10 15300 * South Leg IN 0 0 * South Leg OUT 0 0 * ------ ------ * South Leg TOTAL 0 0 0 0 0 * East Leg IN 815 942 * East Leg OUT 1919 2493 * ------ ------ * East Leg TOTAL 2734 3435 8 10 35200 * West Leg IN 608 1200 * West Leg OUT 1002 1159 * ------ ------ * West Leg TOTAL 1610 2359 7 10 22600 * ------ ------ ------ ------ * TOTALS 5842 7304 8 10 73100 * * Intersection: Arden Ave. (NS) / Highland Ave. (EW) 4 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes n 'l ~ 9 * Move AM PM AM PM v .J ._ J * -------- -------- -------- -------- NL 407 236 246 135 NT 194 140 119 81 NR 114 60 66 33 SL 41 119 29 79 ST 444 300 273 173 SR 420 184 314 130 EL 101 407 76 286 ET 881 1607 613 1051 ER 472 584 285 332 WL 225 274 130 149 WT 1201 1680 835 1099 WR 174 253 124 169 * Totals 4674 5844 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * uAMu - - PM-- --AMu -- PM-- --------- * North Leg IN 905 603 * North Leg OUT 469 800 * ------ ------ * North Leg TOTAL 1374 1403 11 11 12300 * South Leg IN 715 436 * South Leg OUT 1141 1158 * ------ ------ * South Leg TOTAL 1856 1594 9 8 20100 * East Leg IN 1600 2207 * East Leg OUT 1036 1786 * ------ ------ * East Leg TOTAL 2636 3993 6 10 41200 * West Leg IN 1454 2598 * West Leg OUT 2028 2100 * ------ ------ * West Leg TOTAL 3482 4698 8 11 43400 * ------ ------ ------ ------ * TOTALS 9348 11688 8 10 117000 * I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I * Intersection: Arden Ave. (NS) / SR-30 Fwy. EB On Ramp 28 * Intersection # * Future Peak Hour Vol~mes E~isting Peak Hour Volumes * Move .I\M' PM AM PM * -------- -------- -------- -------- NL NT NR SL ST SR EL ET ER o 590 142 o 416 120 659 733 o o o o o o o 347 649 o o o o o o o WL WT WR * Totals 1728 1928 * Intersection Peak Hour Leg Volumes * - -AM-- npM-- * North Leg IN 996 1392 * North Leg OUT 590 416 * ------ ------ * North Leg TOTAL 1586 1808 * South Leg IN 732 536 * South Leg OUT 649 733 * ------ ------ * South Leg TOTAL 1381 1269 * East Leg IN 0 0 * East Leg OUT 489 779 * ------ ------ * East Leg TOTAL 489 779 * West Leg IN 0 0 * West Leg OUT 0 0 * ------ ------ * West Leg TOTAL 0 0 * ------ ------ ------ ------ * TOTALS 3456 3856 * o 402 99 207 442 o o o o o o o o 238 70 330 419 o o o o o o o Percent of ADT nAMn --PM-- 8 9 13 12 6 10 o 0 9 10 (EW) 98 .259 ADT 20100 10600 7900 o 38600 * Intersection: SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) 5 * Intersection # * Future Peak Hour Volu~es Existing Peak Hour Volumes * Move AM PM AM PM * -------- -------- -------- -------- NL 498 513 207 244 NT 36 23 16 12 ., ~ 0 260 240 110 116 ,. NR ._~ .j "NJ SL 25 21 16 15 ST 0 0 0 0 SR 25 24 16 17 EL 17 31 11 22 ET 1115 1750 643 1155 ER 0 0 0 0 WL 0 0 0 0 WT 1501 1745 866 1151 WR 20 24 13 18 * Totals 3497 4371 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * nAMn npMn --AM-- --PM-- --------- * North Leg IN 50 45 * North Leg OUT 73 78 * ------ ------ * North Leg TOTAL 123 123 12 12 1000 * South Leg IN 794 776 * South Leg OUT 0 0 * ------ ------ * South Leg TOTAL 794 776 8 8 10200 * East Leg IN 1521 1769 * East Leg OUT 1400 2011 * ------ ------ * East Leg TOTAL 2921 3780 8 11 35100 * West Leg IN 1132 1781 * West Leg OUT 2024 2282 * ------ ------ * West Leg TOTAL 3156 4063 8 10 41200 * ------ ------ ------ ------ * TOTALS 6994 8742 8 10 87500 * I I I I I I I I I I I I I I I I I I I I I * I I I I I I * * North Leg TOTAL I * South Leg IN * South Leg OUT I * South Leg TOTAL * East Leg IN * East Leg OUT I * * East * West I : West * West I : TOTALS I I I I I I * Intersection: Victoria Ave. (NS) / 6 * Intersection # * Future Peak Hour Volumes Existing * Move AM PM AM -------- NL 170 NT 152 NR .')[ SL 64 ST 473 SR 124 EL 38 ET 796 ER 93 WL 100 WT 1057 WR 77 * Totals 3241 * Intersection * * North Leg IN * North Leg OUT 70 312 109 85 246 48 111 1502 153 106 1209 103 4054 Peak Hour nAMn 661 267 * 928 419 666 1085 1234 957 ------ Leg TOTAL 2191 Leg IN 927 Leg OUT 1351 ------ Leg TOTAL 2278 ------ ------ 6482 Leg Volumes npMn 379 526 905 491 505 996 1418 1696 3114 1766 1327 3093 ------ ------ 8108 Highland Ave. (EW) Peak Hour Volumes PM 64 54 32 23 169 51 16 296 35 33 393 27 32 136 44 37 107 24 55 682 70 43 549 45 Percent of ADT nAMn npMn 15 8 8 13 8 11 6 8 9 10 98 .259 ADT 11300 7400 27400 35100 81200 * Intersection: Victoria Ave. (NS) / Pacific St. (EW) 50 * Intersection # * Future Peak HoUr Volumes Existing Peak Hour Volumes * Move AM PM AM PM * -------- -------- -------- -------- NL 115 122 91 77 NT 368 315 276 189 88 (}'-- r:- NR 46 57 36 36 .,:,,;)J SL 108 112 82 68 ST 277 465 208 279 SR 58 71 44 43 EL 40 42 30 26 ET 270 157 216 101 ER 201 148 159 94 WL 43 31 34 20 WT 143 253 114 162 WR 79 46 60 28 * Totals 1748 1819 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * - -AMu -- PM-- --AM-- upMu --------- * North Leg IN 443 648 * North Leg OUT 487 403 * ------ ------ * North Leg TOTAL 930 1051 9 10 10700 * South Leg IN 529 494 * South Leg OUT 521 644 * ------ ------ * South Leg TOTAL 1050 1138 8 9 12400 * East Leg IN 265 330 * East Leg OUT 424 326 * ------ ------ * East Leg TOTAL 689 656 11 11 6000 * West Leg IN 511 347 * West Leg OUT 316 446 * ------ ------ * West Leg TOTAL 827 793 11 11 7400 * ------ ------ ------ ------ * TOTALS 3496 3638 10 10 36500 * I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I * Intersection: Victoria Ave. (NS) / Baseline St. (EW) 54 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move. AM PM AM PM 98 .259 * -------- -------- -------- -------- NL 67 128 52 100 NT 285 488 232 396 NR 37 179 28 136 SL 190 147 140 108 ST 437 266 356 216 SR 128 117 96 88 EL 91 155 68 116 ET 396 603 280 424 ER 41 92 32 72 WL 94 52 72 40 WT 555 466 392 328 WR 169 120 124 88 * Totals 2490 2813 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * nAMn npMn nAM-- npM-- --------- * North Leg IN 755 530 * North Leg OUT 545 763 * ------ ------ * North Leg TOTAL 1300 1293 10 10 12400 * South Leg IN 389 795 * South Leg OUT 572 410 * ------ ------ * South Leg TOTAL 961 1205 9 11 11300 * East Leg IN 818 638 * East Leg OUT 623 929 * ------ ------ * East Leg TOTAL 1441 1567 9 9 16700 * West Leg IN 528 850 * West Leg OUT 750 711 * ------ ------ * West Leg TOTAL 1278 1561 8 10 16000 * ------ ------ ------ ------ * TOTALS 4980 5626 9 10 56400 * * Intersection: Patton State Hospital Entrance (NS) / Highland Ave. (EW) 7 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM * -------- -------- -------- -------- NL 0 0 0 0 NT 0 0 0 0 NR 0 0 0 0 n "-9 I - l:'J' SL 48 153 26 104 ST 0 0 0 0 SR 69 274 35 176 EL 317 68 159 44 ET 767 1217 338 688 ER 0 0 0 0 WL 0 0 0 0 WT 933 1157 411 654 WR 175 18 93 13 * Totals 2309 2887 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- nAMn npMn --------- * North Leg IN 117 427 * North Leg OUT 492 86 * ------ ------ * North Leg TOTAL 609 513 14 12 4300 * South Leg IN 0 0 * South Leg OUT 0 0 * ------ ------ * South Leg TOTAL 0 0 0 0 0 * East Leg IN 1108 1175 * East Leg OUT 815 1370 * ------ ------ * East Leg TOTAL 1923 2545 7 10 26100 * West Leg IN 1084 1285 * West Leg OUT 1002 1431 * ------ ------ * West Leg TOTAL 2086 2716 8 10 27400 * ------ ------ ------ ------ * TOTALS 4618 5774 8 10 57800 * I I I I I I I I I I I I I I I I I I I I I * I I I I I * Intersection * I * I : I * South Leg TOTAL * East Leg IN * East Leg OUT I : East Leg TOTAL * West Leg IN I : West Leg OUT * West Leg TOTAL * I : TOTALS I I I I I I * Intersection: Central Ave. (NS) / Highland Ave. (EW) 8 * Intersection # * ~uture Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM -------- -------- -------- -------- NL 144 76 66 46 NT 0 0 0 0 NR 58 23 26 14 SL "0 0 0 0 ST 0 0 0 0 SR 0 0 0 0 EL 0 0 0 0 ET 848 1450 345 773 ER 50 83 23 50 WL 9 15 4 9 WT 1164 1194 473 637 WR 0 0 0 0 * Totals 2273 2841 Leg Volumes npM-_ o o * North Leg IN * North Leg OUT Peak Hour nAMn o o Percent of ADT nAM-_ npM-_ * North Leg TOTAL. o 202 59 o o o South Leg IN South Leg OUT 99 98 261 1173 906 197 1209 1473 11 8 2079 898 1308 2682 1533 1270 7 9 2206 2803 8 11 10 ------ ------ ------ ------ 4546 5682 8 98 -259 ADT o 2400 28400 26100 56900 ~ * Intersection: Central Ave. (NS) / Pacific St. (EW) 39 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM * -------- -------- -------- -------- ;13 ""9 NL 80 105 57 70 .;..,.j. NT 25 23 14 12 NR 55 163 36 100 SL 49 82 25 39 ST 19 20 11 11 SR 6 15 3 8 EL 61 32 33 16 ET 164 200 101 115 ER 13 51 9 34 WL 34 57 23 35 WT 144 129 89 75 WR 97 59 49 28 * Totals 747 936 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- hPM-_ - -AM-- hPMh --------- * North Leg IN 74 117 * North Leg. OUT 183 114 * ------ ------ * North Leg TOTAL . 257 231 11 10 2400 * South Leg IN 160 291 * South Leg OUT 66 128 * ------ ------ * South Leg TOTAL 226 419 6 11 3700 * East Leg IN 275 245 * East Leg OUT 268 445 * ------ ------ * East Leg TOTAL 543 690 8 10 6700 * West Leg IN 238 283 * West Leg OUT 230 249 * ------ ------ * West Leg TOTAL 468 532 8 9 6000 * ------ ------ ------ ------ * TOTALS 1494 1872 8 10 18800 * I I I I I I I I I I I I I I I I I I I * Intersection: Orange St. (NS) / Highland Ave. (EW) 9 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM * -------- WL WT WR * Totals * ------ Leg TOTAL 635 Leg IN 1001 Leg OUT 919 ------ Leg TOTAL 1920 Leg IN 708 Leg OUT 961 NL NT NR 10'0 . 181 34 SL ST SR 300 204 138 EL ET ER 76 585 47 69 723 209 2666 -------- -------- -------- 91 58 54 47 100 27 71 20 42 155 140 75 50 113 29 72 65 35 189 36 92 1227 284 616 170 27 102 67 40 40 928 351 466 266 98 129 3333 Peak Hour - -AM-- 642 466 Leg Volumes upM-_ 277 502 Percent of ADT uAM-_ --PM-- 1108 315 320 779 209 287 14 10 496 1261 1453 16 13 2714 7 10 1586 1091 1669 2677 6 9 ------ ------ ------ ------ 5332 6666 8 10 8000 3900 26500 28400 66800 98 .259 ADT * Intersection: Palm Ave. (NS) / Highland Ave. (EW) 10 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM * -------- -------- -------- -------- NL 144 251 72 135 NT 293 232 109 93 NR 90 216 44 113 gS 0~8 .;...,J SL 102 119 38 48 ST 325 152 121 61 SR 317 202 121 83 EL 218 184 83 76 ET 452 963 226 520 ER 194 251 97 135 WL 76 157 37 82 WT 582 797 291 430 WR 96 91 36 37 * Totals 2889 3615 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * - -AM-- --PMu --AM-- upM-- --------- * North Leg IN 744 473 * North Leg OUT 607 507 * ------ ------ * North Leg TOTAL 1351 980 18 13 7500 * South Leg IN 527 699 * South Leg OUT 595 560 * ------ ------ * South Leg TOTAL 1122 1259 9 10 13200 * East Leg IN 754 1045 * East Leg OUT 644 1298 * ------ ------ * East Leg TOTAL 1398 2343 6 9 25200 * West Leg IN 864 1398 * West Leg OUT 1043 1250 * ------ ------ * West Leg TOTAL 1907 2648 7 10 26500 * ------ ------ ------ ------ * TOTALS 5778 7230 8 10 72400 * I I I I I I I I I I I I I I I I I I I I I * I I I I I I * I * South Leg IN * South Leg OUT I * South Leg TOTAL * East Leg IN * East Leg OUT I * * East I I * TOTALS I I I I I I * Intersection: Boulder Ave. (NS) / Highland St. (EW) 47 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM PM AM PM -------- NL 324 NT 167 NR 53. SL 118 ST 187 SR 161 EL 122 ET 203 ER 432 WL 215 WT 690 WR 259 * Totals 2931 * Intersection * * North Leg IN * North Leg OUT * North Leg TOTAL * * West * West * * West * 339 217 75 144 170 205 169 388 439 319 483 278 3226 Peak Hour - -AM-- 466 548 -------- -------- 152 134 112 123 27 32 74 76 126 96 92 99 70 81 91 146 203 173 109 136 309 182 163 147 Leg Volumes upMu 519 664 Percent of ADT uAMu upMu 1014 544 834 1378 1164 374 1183 631 928 1559 1080 607 1687 996 1027 2023 ------ ------ 6452 12 14 ------ Leg TOTAL 1538 Leg IN 757 Leg OUT 1175 ------ Leg TOTAL 1932 ------ ------ 5862 9 10 9 10 8 9 9 10 8300 15700 17400 23200 64600 98 .259 ADT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 98 .259 APPENDIX I YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) I I I I I I I I I I I I I I I I I I I 1 ~===~~_____________________~=~_~~:_:~_=::~_=~~:~~~~___---------------~~?:-~==--- I -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** I Cycle (sec): 60 Critical Vol./Cap. (X): 0.744 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 9.8 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 I ;~i~~~ - ~~d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Base Vol: 0 0 0 1311 0 187 0 608 0 0 815 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 I Initial Bse: 0 0 0 1311 0 0 0 608 0 0 815 0 User A~j: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF AdJ: 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 1380 0 0 0 640 0 0 858 0 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1380 0 0 0 640 0 0 858 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 ~~~~:_~~:~~_I-n~nn~n-n~ II =:~~h__~_n__~ II n_~__~~~nn_~ II-n~n~~~-----~ I Saturation Fiow Module: 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 Ic~~~~i~~-~~i~~i~-~~d~i~~n-II nnh___n_n_ll_nnnn__nn II nnnn_nnn I VOl/Sat: 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.18 0.00 0.00 0.24 D.OO Crit Moves: **** **** IGreen/cycle: 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.32 0.00 0.00 0.32 0.00 VOlume/Cap: 0.00 0.00 0.00 0.74 0.00 0.00 0.00 0.55 0.00 0.00 0.74 0.00 ------------1---------------1 1---------------11---------------1 1---------------1 Level Of Service Module: IDelay/veh: 0.0 0.0 0.0 5.3 0.0 0.0 0.0 12.8 0.0 0.0 14.8 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 5.3 0.0 0.0 0.0 12.8 0.0 0.0 14.8 0.0 Queue: 0 0 0 18 0 0 0 9 0 0 14 0 1******************************************************************************** Patton Station Year 2015 Without Project AM Peak Hour n .259 I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Page 1-: . -------------------------------------------------------------------------------- I Fri Jul 3, 1998 16:27:12 CIS .259 Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report , 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) *******************************************************************************. Cycle (sec): 80 Critical Vol./Cap. (X): 0.839 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 13.7 Optimal Cycle: 64 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound . Movement: L T R L T R L T R L T R c;~~~;i~-h-I----~~~i~~~d--II hh~~~i~~~d--II----~~~i~~~d--II----~~~i~~~d--" Rights: Include Ignore Include Include. Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 ~~~:~~------I-~--~--~--~h~-II-=--~--~--~__=_II_~h~h=h~__~_II_~--~h=__~h~_1 Volume Module: Base Vol: 0 0 0 1293 0 217 0 1200 0 0 942 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00. Initial Bse: 0 0 0 1293 0 0 0 1200 0 0 942 0 User Adj: 1.-00 1. 00 1. 00 1. 00 1. 00 0.00 1. 00 1. 00 1. 00 1. 00 1. 00 . 1. 00 PHF Adj: 0.95'0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95. PHF Volume: 0 0 0 1361 0 0 0 1263 0 0 992 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1361 0 0 0 1263 0 0 992 0 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00. MLF AdJ: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 1361 0 0 0 1263 0 0 992 0 -------~----i---------------I 1---------------1 1---------------1 1---------------1 ~=~/f=~~~n F ~~O~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800. AdJustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 ~~~~~-~~:::-I h_~____~_hh~ II :=~~----~--=~~~ II---~-:~~~-----~ II--~~-:~~~-----~ I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.35 0.00 0.00 0.28 0.00 Crit Moves: **** **** . Green/CyCle: 0.00 0.00 0.00 0.51 0.00 0.00 0.00 0.42 0.00 0.00 0.42 0.00 Volume/Cap: 0.00 0.00 0.00 0.84 0.00 0.00 0.00 0.84 0.00 0.00 0.66 0.00 ~~r:~~~~~~~~t~~:~~~~~~~-:~: II ::~:--:~:---:~: II-:~:-::~:---:~: II-:~:-::~:---:~: I 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 11.9 0.0 0.0 0.0 16.3 0.0 0.0 13.0 O'OJ Queue: 0 0 0 28 0 0 0 27 0 0 18 0 ******************************************************************************* . Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 -------------------------------------------------------------------------------~ I --------------------------------------------------------~----------------------- I Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 I ;~i~~~-~;d~it--n---n--n-ll-n--n---n---II-----nn--nnll--n--n--n__-1 Base Vol: 407 194 114 41 444 420 101 881 472 225 1201 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 I Initial Bse: 407 194 114 41 444 420 101 881 472 225 1201 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 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: 428- 204 120 43 467 442 106 927 497 237 1264 183 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 428 204 120 43 467 442 106 927 497 237 1264 183 PCE Adj: 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 MLF Adj: 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-~=~--=~~---==~ 11--~=n~~~---~~= II-=~~--~=~---~~~ 11-=:~-==~~-h=~: I Saturation Fiow Module: 'Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.03 0.97 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 1850 1750 3200 3600 1800 1700 4717 683 I c~~~~i~;-~~i;~i~-~;d~i~~-nll-n--n--nnnll----n--n---nlln-__n__n____1 Vol/Sat: 0.25 0.11 0.07 0.03 0.25 0.25 0.03 0.26 0.28 0.14 0.27 0.27 Crit Moves: **** **** **** **** I Green/Cycle: 0.25 0.36 0.36 0.13 0.25 0.25 0.08 0.27 0.27 0.14 0.32 0.32 Volume/Cap: 1.02 0.31 0.19 0.19 1.02 1.02 0.40 0.95 1.02 1.02 0.83 0.83 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: IDelay/veh: 70.4 19.8 18.7 38.4 60.7 60.7 44.6 44.2 66.5 88.6 29.5 29.5 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: 70.4 19.8 18.7 38.4 60.7 60.7 44.6 44.2 66.5 88.6 29.5 29.5 Queue: 20 5 3 1 22 21 3 35 23 12 41 7 1******************************************************************************** Fri Jul 3, 1998 16:26:12 Page 2.-: n - 259- . Patton Station Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap. (X): 1.022 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 47.9 Optimal Cycle: 120 Level Of Service: E ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:27:16 Page :-: I I ---------------------------------------------------------------------------- 98 .259 Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- - Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ********************************************************************************. Cycle (sec): 120 Critical Vol./Cap. (X): 1.030 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 63.1 Optimal Cycle: 120 Level Of Service: F ********************************************************************************. 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 I Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 ~~~:~ ~ -- - -- - I - :: - - ~ - -:: -- ~ --:: - II -:: - - ~ - -:: - - :: - - ~ c II - = h ~ - - = _ _ ~ -- :: _ II -:: -- ~ -- = _ -:: _ _ ~ _ II Volume Module: Base Vol: 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . Initial Bse: 236 140 60 119 300 184 407 1607 584 274 1680 253 User Adj: 1.00 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 I PHF Volume: 248 147 63 125 316 194 428 1692 615 288 1768 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0- 0 Reduced Vol: 248 147 63 125 316 194 428 1692 615 288 1768 266 PCE Adj: 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 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -Final Vol.: 248 147 63 125 316 194 428 1692 615 288 1768 266 S~t~~~~i;~-Fi;~-~;d~i~~-----II---------------II---------------II-h------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.24 0.76 2.00 2.00 1.00 1.00 2.61 0.39 ~~~~~-~~:::-I ::~~~-::~~~--::~~~ II ::~~~-==:::--:::~: II :=~~_:~~~--::~~~ II ::~~~-~~:~---~~~ I I Capacity Analysis Module: Vol/Sat: 0.15 0.08 0.04 0.07 0.14 0.14 0.13 0.47 0.34 0.17 0.38 0.38 Crit Moves: **** **** **** **** . Green/Cycle: 0.13 0.26 0.26 0.09 0.23 0.23 0.14 0.40 0.40 0.15 0.41 0.41 Volume/Cap: 1.16 0.32 0.14 0.78 0.63 0.63 0.93 1.16 0.85 1.16 0.93 0.93 ~~r~~~~~~~~~~~~:~~~~~~~::~~1 I::~~-:~~:--::~:I-I::~:--::~--::~:I~~:~:-:~~~--:~~:I . 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: 153.0 28.1 26.7 55.7 34.0 34.0 56.8 107 26.9 148.0 27.4 27.4 Queue: 18 4 2 5 10 6 17 108 20 20 61 11 I ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I . IMITIG8 Fri Jul 3, 1998 16:26:16 Page ~-: -------------------------------------------------------------------------------- I ~8 .259 Patton Station Year 2015 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) **********************************~********************************************* IAverage Delay (sec/veh): 2.6 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound I~;~~~;i~: - - -1- ~ ~~~~~;~~ii~~ -II - ~ ~~~;~;~;ii~~ -11- ~ - s~;~ = si~~ - ~ -II - ~ - s~;~ = si~~ - ~-I Rights: Include Include Include Include 1~~~:~~nnnl_~n~n=n=n~_II_=__~__=__~__~_II_~__~n~n~n~_II_~n~n~h~n~_1 Volume Module: Base Vol: 0 590 142 347 649 0 0 0 0 0 0 0 IGrowth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 590 142 347 649 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 IPHF Volume: 0 621 149 365 683 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 621 149 365 683 0 0 0 0 0 0 0 1~~i~~~~d-;;i1~~-~;d~~:~--n-llnnn-::nnnlln-----::nnnll--n_n::__nnl 'lr Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx l'lr Truck/comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 1~~~_~~~::h_I___~__~==n_=~~ 11_~~=__~~=h___~ Iln_~____~nn_~ 11___~____~nn_~ 1 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx .~:~=~:~~-~~~~-~-~I I-:::-~-~I~-~-~I~-~-~I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 771 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Ipotent Cap.: xxxx xxxx xxxxx 661 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 661 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1~~~~~:~f~~!~~~~~1 I::~:-~-~I~-~-~I~-~-~I LOS by Move: * * * C * * * * * * * * ~ovement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT .~hared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * fPproachDel: 0 . 0 4 .5 0 . 0 0 . 0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:27:19 Page 1-1 I I ------------------------------------------------------------------~------------- 98 .259 .patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) ********************************************************************************1 Average Delay (sec/veh): 7.9 Worst Case Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~::_nl-~--=__~__=__~_II_~__=__~n=__~_II_~__=__~__=_-~-II-~-_=__~__=n~_11 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include ~~~:~ : -- n -- I - ~ -- ~ - - = - - = n ~ _ II - = -- ~ - _ = n ~ n ~ _ II _ ~ -- ~ _ _ ~ n ~ n ~ _ II _ ~ _ _ ~ _ _ ~ _ _ ~ _ _ ~ _ ,I Volume Module: Base vol: 0 416 120 659 733 0 0 0 0 0 0 0 I Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 416 120 659 733 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 I PHF Volume: 0 438 126 694 772 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 438 126 694 772 0 0 0 0 0 0 0 ~dj~;~~d-;;i~~~-~~d~i~~-h--II------n-------II-h---h-------II__h____n_____11 Grade: 0% 0% 0% 0% %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- TruCk/COmb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I ~~~-~~~:~--_I_n~n~:~___==~ II-~~:__~~=__n_~ Iln_~_n_~__n_~ II--_~____~_n__~ I Critical Gap Module: ~~~~~~~~~~~~F-~-~II-~~~-~-~IF-~-~IF-~-~II Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 564 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I Potent Cap.: xxxx xxxx xxxxx 853 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 853 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ~~~~i-of-s~~i~~-M;d~i~~----II---------_n_nll-_n-----------II--h_h__n____11 Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT I Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * I ApproachDel: 0,0 10.8 0.0 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 21. 6 xxxx D * LT - LTR xxxx xxxx xxxxx xxxx * *- xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * * - RT xxxxx xxxxx * LT - LTR xxxx xxxx xxxxx xxxx * * - RT xxxxx xxxxx * LT - LTR xxxx xxxx xxxxx xxxx * * - RT xxxxx xxxxx * I MITIG8 I -------------------------------------------------------------------------------- I I Cycle (sec): 120 Critical Vol. /Cap. (X): 0.705 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 23.5 Optimal Cycle: 120 Level Of Service: C ******************************************************************************** I 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 I Control: prot+permit Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ;;i;~~ - ~;d;i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - 1 Base Vol: 498 36 260 25 0 25 17 1115 0 0 1501 20 Growth Adj: 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 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 User A~j: 1.00 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: 524 38 274 26 0 26 18 1174 0 0 1580 21 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 524 38 274 26 0 26 18 1174 0 0 1580 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 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-:=:n-=~n-=~: Iln=~-n-~-n-=~ Iln=~-==~:-n--~ Iln-~-=:~~-n-== I Saturation Fiow Module: Isa~/Lane: i800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 AdJustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.12 0.88 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: XXXX 219 1581 1700 0 1800 1700 3600 0 0 3553 47 Ic~~~~i~;-~~t~i~-~;d;i~~n-II--n---n-n-nll--n-n-n-_n-II--n____hn___1 Vol/Sat: 0.00 0.17 0.17 0.02 0.00 0.01 0.01 0.33 0.00 0.00 0.44 0.44 Crit Moves: **** **** **** **** IPreen/Cycle: 0.35 0.35 0.35 0.18 0.00 0.18 0.08 0.55 0.00 0.00 0.46 0.46 ~olume/Cap: 0.00 0.49 0.49 0.08 0.00 0.08 0.13 0.60 0.00 0.00 0.96 0.96 ------------1---------------1 1---------------1 1---------------1 1---------------1 level Of Service Module: elay/Veh: 39.9 22.0 22.0 32.9 0.0 32.8 43.2 9.9 0.0 0.0 27.8 27.8 ser 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: 39.9 22.0 22.0 32.9 0.0 32.8 43.2 9.9 0.0 0.0 27.8 27.8 ~ueue: 22 1 7 1 0 1 1 27 0 0 57 2 I~******************************************************************************* Fri Jul 3, 1998 16:26:19 Page :.-: ------------9-8-~-25-9----------~~~~;~-s~~~i;~------------------------ Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:27:23 Page .:.-: I I -------------------------------------------------------------------------------- ~8 .259 Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 120 - Critical VoL/Cap. (X): 0.784 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 37.6 Optimal Cycle: 120 Level Of Service: D ********************************************************************************1 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 Permitted Protected Permitted I Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ;;i~~~-~;d~it-n-n-hn---lln---u--------lln--n-u-nn-II____--n---n--II Base Vol: 513 23 240 21 0 24 31 1750 0 0 1745 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 I Initial Bse: 513 23 240 21 0 24 31 1750 0 0 1745 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: 0.95 0.95 0.95 0.95 0.950.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 540 24 253 22 0 25 33 1842 0 0 1837 25 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 540 24 253 22 0 25 33 1842 0 0 1837 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 I Final Vol.: 540 24 253 22 0 25 33 1842 0 0 1837 25 s~~~~~~i;~-Fi;~-~;d~i~~---nllnn--n--nh-Iln-n----------II---_____n_n__1 Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: xxxx 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.09 0.91 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 Final Sat.: xxxx 156 1644 1700 0 1800 1700 3600 0 0 3552 48 c~~~;i~;-~~i;~i~-~;d~i~~---II-------------nlln-n--n--n--II h__nun___nll VOl/Sat: 0.00 0.15 0.15 0.01 0.00 0.01 0.02 0.51 0.00 0.00 0.52 0.52 Crit Moves: **** **** **** **** I Green/Cycle: 0.34 0.34 0.34 0.18 0.00 0.18 0.08 0.56 0.00 0.00 0.48 0.48 Volume/cap: 0.00 0.45 0.45 0.07 0.00 0.08 0.23 0.91 0.00 0.00 1.08 1.08 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/Veh: 41.3 22.7 22.7 32.8 0.0 32.8 43.7 15.8 0.0 0.0 60.3 60.3 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: 41.3 22.7 22.7 32.8 0.0 32.8 43.7 15.8 0.0 0.0 60.3 60.3 Queue: 29 1 7 1 0 1 1 59 0 0 93 3 I ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I ~~:~~~ n - - __ ~-& n.-2 511 hu _ ~=~ _ ~~~_ ~ ~ _ =~~~ _ =~ ~ ~~ ~== n __ _ U _ __ _ _ _ __ __ _ :a~~ _::: _ _. Patton Stat~on I Year 2015 Without Project AM Peak Hour Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I Cycle (sec): 120 Critical Vol. /Cap. (X): 0.794 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 28.4 Optimal Cycle: 120 Level Of Service: D 1******************************************************************************** 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 IControl: prot+permit prot+permit Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 I;;i~~~-~;d~it--nnnnn-:-Ilnnn--u--n-Ilnnn---------II---n---nn---I Base Vol: 170 152 97 64 473 124 38 796 93 100 1057 77 IGrowth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse~ 170 152 97 64 473 124 38 796 93 100 1057 77 User Adj: 1.00 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: 179 160 102 67 498 131 40 838 98 105 1113 81 IReduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 160 102 67 498 131 40 838 98 105 1113 81 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 179 160 102 67 498 131 40 838 98 105 1113 81 ~~~~~~~i;~-;i;~-~;d~i~~n-nllnn--------n-Iln---nnnnnllnnnn--u---I ISa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 AdJustment: xxxx 1.00 1.00 xxxx 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.79 0.21 1.00 2.00 1.00 Final Sat.: xxxx 1800 1800 xxxx 1800 1800 1700 3223 377 1700 3600 1800 Ic~~~~i~;-~~i;~i~-~;d~i~~---lln-n--u--n--II--nn-------nll-___nnnn___1 Vol/Sat: 0.00 0.09 0.06 0.00 0.28 0.07 0.02 0.26 0.26 0.06 0.31 0.04 Crit Moves: **** **** **** **** IGreen/cycle: 0.43 0.31 0.31 0.48 0.33 0.33 0.08 0.37 0.37 0.08 0.37 0.37 Volume/Cap: 0.00 0.29 0.18 0.00 0.85 0.22 0.28 0.71 0.71 0.74 0.85 0.12 ------------1---------------1 1---------------1 1---------------1 1---------------1 ILevel Of Service Module: Delay/Veh: 38.2 23.3 22.5 33.5 33.5 21.5 44.0 24.0 24.0 55.2 27.6 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: 38.2 23.3 22.5 33.5 33.5 21.5 44.0 24.0 24.0 55.2 27.6 17.9 ~ueue: 7 4 2 2 17 3 1 25 3 4 36 2 1******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:27:29 Page 1-: . I ------------------------------------------------------------------------------ C' n ;jb .259 Patton Station Year 2015 Without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) _ *******************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.871 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 23.4 Optimal Cycle: 120 Level Of Service: C *******************************************************************************. Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i ~-- --1- - ~~;~~~~~i~ ull_ - ~~;~~~~~i~ --II---~~;~~~~~d - --11--- ~~;~~~~~d - - -.. Rights: Include Include Include Include. Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ~~~:~ ~ - - - - - - I -:: - - ~ - -:: - - ~ - -:: - II -:: - - ~ - - :: - - ~ - -:: - II -:: - - ~ - -:: - -:: - - ~ - II - :: - - ~ - - = _ _ ~ _ _ :: _. Volume Module: Base Vol: 70 312 109 85 246 48 111 1502 153 106 1209 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 Bse: 70 312 109 85 246 48 111 1502 153 106 1209 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: 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: 74 328 115 89 259 51 117 1581 161 112 1273 1081 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 328 115 89 259 51 117 1581 161 112 1273 108 PCE 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. MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 328 115 89 259 51 117 1581 161 112 1273 108 ------------i---------------I 1---------------1 1---------------1 I-----~---------I ~=~/f=~~~n F i~o~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.82 0.18 1.00 2.00 1.00 :~~~~-~~:::-I~-::~~~--::~~~ II~-:~~~--::~~~ II ::?~~-:=~?---::: II ::?~~-:~~~--::~~~ II Capacity Analysis Module: VOl/Sat: 0.00 0.18 0.06 0.00 0.14 0.03 0.07 0.48 0.48 0.07 0.35 0.06 Crit Moves: **** **** **** **** I Green/Cycle: 0.31 0.20 0.20 0.28 0.20 0.20 0.08 0.53 0.53 0.08 0.53 0.53 VOlume/Cap: 0.00 0.91 0.32 0.00 0.74 0.15 0.83 0.91 0.91 0.79 0.66 0.11 ------------1---------------1 1---------------1 1--------------_1 1----___________1 Level Of Service Module: . Delay/Veh: 41.2 52.5 32.9 42.7 40.6 32.1 62.7 17.6 17.6 59.1 11.4 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: 41.2 52.5 32.9 42.7 40.6 32.1 62.7 17.6 17.6 59.1 11.4 7.6J Queue: 2 13 3 3 9 1 5 51 7 5 31 2 ******************************************************************************* . Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach. I I I MITIG8 I . I Cycle (sec): 60 Critical Vol./Cap. (X): 0.576 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.3 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************** 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 I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 I ;;i~~~-~;d~it---n--n---nll-------n--_n-II-n_-n_--n---Iln-__----n--ul Base Vol: 115 368 46 108 277 58 40 270 201 43 143 79 IGrowth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 368 46 108 277 58 40 270 201 43 143 79 User Adj: 1.00 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: 121 387 48 114 292 61 42 284 212 45 151 83 . Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 387 48 114 292 61 42 284 212 45 151 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 121 387 48 114 292 61 42 284 212 45 151 83 s~~~~~~i;~-F1;~-~;d~i~~n---II--n--nun---lln--n-n---n-11_n_n__n__n_1 ISat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.89 0.11 1.00 0.83 0.17 0.13 0.87 1.00 0.16 0.54 0.30 Final Sat.: 1700 1601 199 1700 1489 311 232 1568 1800 290 974 535 Ic~;~~i~;-~~1;~i~-~;d~i~~---llnh-_nunn-ll-n--n-n--n-II--n______n___1 VOl/Sat: 0.07 0.24 0.24 0.07 0.20 0.20 0.18 0.18 0.12 0.15 0.15 0.16 Crit Moves: **** **** **** ~reen/CYCle: 0.20 0.39 0.39 0.17 0.36 0.36 0.29 0.29 0.29 0.29 0.29 0.29 lIVolume/cap: 0.36 0.62 0.62 0.40 0.55 0.55 _ 0.62 0.62 0.40 0.53 0.53 0.53 ------------1---------------1 1---------------1 1---------------1 1---------------1 _evel Of Service Module: elay/Veh: 16.8 11.0 11.0 18.6 11.5 11.5 15.0 15.0 13.0 14.0 14.0 14.0 ser 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: 16.8 11.0 11.0 18.6 11.5 11.5 15.0 15.0 13.0 14.0 14.0 14.0 ~ueue : 2 5 1 2 4 1 1 ,4 3 1 2 1 If******************************************************************************* Fri Jul 3, 1998 16:26:27 Page :-: ----------------------------------------------------------- n .259 Patton Station Year 2015 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ******************************************************************************** I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I ------------------------------------------------------------------------------ Fri Jul 3, 1998 16:27:33 Page l-: I I MITIG8 ~)8 .259 Patton Station Year 2015 Without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Cycle (sec): 60 Critical VoL/Cap. (X): 0.684 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 14.1 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i ~ - - nln - ~~;~~~~~d - - -lln - ~~;~~~~~d - nll__ - - ~~~i~~~d nll-- - - ~~~i~~~d - -. Rights: Include Include Include Include. Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~~~:~ ~ - - - - - - I - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - = - - ~ - II - ~ - - = - - ~ - - ~ - - = _ II - ~ - - ~ - _ = ~ _ ~ _ _ ~ _I Volume Module: Base Vol: 122 315 57 112 465 71 42 157 148 31 253 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 Initial Bse: 122 315 57 112 465 71 42 157 148 31 253 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: 0.95'0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.951 PHF Volume: 128 332 60 118 489 75 44 165 156 33 266 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 332 60 118 489 75 44 165 156 33 266 48 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 128 332 60 118 489 75 44 165 156 33 266 48 ------------1---------------1 1---------------1 1---------------1 1-------------__1 ~=~/f=~~~n F ~~o~o~~~~: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.85 0.15 1.00 0.87 0.13 0.21 0.79 1.00 0.09 0.77 0.14 :~~~~-~~:::-I ~~~~_=~=~n_=~~ II =~~~-=~~=---=:: II-:~:-=~==--=~~~ II-=~'=-=:~~---=~: ,I Capacity Analysis Module: VOl/Sat: 0.08 0.22 0.22 0.07 0.31 0.31 0.12 0.12 0.09 0.19 0.19 0.19 Crit Moves: **** **** **** I Green/Cycle: 0.17 0.38 0.38 0.21 0.42 0.42 0.26 0.26 0.26 0.26 0.26 0.26 VOlume/Cap: 0.45 0.57 0.57 0.33 0.74 0.74 0.45 0.45 0.33 0.74 0.74 0.74 ------------1---------------1 1---------------1 1-----------____1 1--_____________1 Level Of Service Module: I Delay/Veh: 19.0 11.0 11.0 16.1 11.7 11.7 14.7 14.7 14.0 18.9 18.9 18.9 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: 19.0 11.0 11.0 16.1 11.7 11.7 14.7 14.7 14.0 18.9 18.9 18.9J Queue: 2 5 1 2 8 2 1 2 2 1 5 1 ******************************************************************************* I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I ~:=:~~_____________________~:~_~~~_=~_=~~~_=~~=~~=~__________________~~~:_:=~___ I I Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) ******************************************************************************** I Cycle (sec): 69 Critical VoL/Cap. (X): 0.575 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 19.9 Optimal Cycle: 69 Level Of Service: C I ******************************************************************************** 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 I ;;i~~~-~~d~itnnnn------Ilnn--------n-II-----nnn----II---n-n---n--I Base Vol: 67 285 37 190 437 128 91 396 41 94 555 169 Growth Adj: 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 Initial Bse: 67 285 37 190 437 128 91 396 41 94 555 169 User Adj: 1.00 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: 71 - 300 39 200 460 135 96 417 43 99 584 178 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 300 39 200 460 135 96 417 43 99 584 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 71 300 39 200 460 135 96 417 43 99 584 178 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.77 0.23 1.00 1.55 0.45 1.00 1.81 0.19 1.00 1.53 0.47 Final Sat.: 1700 3186 414 1700 2783 817 1700 3263 337 1700 2759 841 I c~~~;i~~ - ~~1~~i~ - ~;d~i~ ~ n -lln n -- -- - - - n nll_ - n n n -- -- -- -lln -- -- n - n n nl Vol/Sat: 0.04 0.09 0.09 0.12 0.17 0.17 0.06 0.13 0.13 0.06 0.21 0.21 Crit Moves: **** **** **** **** IGreen/cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 volume/cap: 0.29 0.34 0.34 0.81 0.60 0.60 0.39 0.49 0.49 0.40 0.81 0.81 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Level Of Service Module: Delay/Veh: 21.8 15.3 15.3 33.3 17.1 17.1 22.4 16.9 16.9 22.5 21.4 21.4 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: 21.8 15.3 15.3 33.3 17.1 17.1 22.4 16.9 16.9 22.5 21.4 21.4 I Queue : 1 5 1 5 8 3 2 7 1 2 12 4 ******************************************************************************** 98 .259 ,Patton Station Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** . I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:27:36 Page 1-1 I I -------------------------------------------------------------------------------- 98 .259 Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- - Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) ********************************************************************************1 Cycle (sec): 69 Critical Vol. /Cap. (X): 0.670 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 19.7 Optimal Cycle: 69 Level Of Service: C ********************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ;;i~~~-~;d~it----un---n-II----un-un--II-----u--------II----____h_____11 Base Vol: 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj: 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 Initial Bse: 128 488 179 147 266 117 155 603 92 52 466 120 User Adj: 1.00 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: 135 514 188 155 280 123 163 635 97 55 491 126 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 514 188 155 280 123 163 635 97 55 491 126 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 I -Final vol.: 135 514 188 155 280 123 163 635 97 55 491 126 s~~~~~~i;~-F1;~-~;d~i~~-n--II--n---n--n--II--n---n----ullh---_u_n__nl Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.46 0.54 1.00 1.39 0.61 1.00 1.73 0.27 1.00 1.59 0.41 ~~~~~-~~:::-I =~~~_=~:~_h:~~ II =~~~-=:~=--=~:: II =~~~_:==:_u~~~ II =~~~_=~~:n_~:: 'I Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.20 0.09 0.11 0.11 0.10 0.20 0.20 0.03 0.17 0.17 Crit Moves: **** **** **** **** I Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 Volume/Cap: 0.55 0.71 0.71 0.63 0.41 0.41 _ 0.66 0.78 0.78 0.22 0.66 0.66 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/Veh: 24.1 18.4 18.4 25.6 15.7 15.7 26.4 20.5 20.5 21.6 18.4 18.4 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: 24.1 18.4 18.4 25.6 15.7 15.7 26.4 20.5 20.5 21.6 18.4 18.4 I Queue: 3 9 4 3 4 2 3 12 3 1 9 3 ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I ~===~~---------------------~:~-~~~-:~-===~-=~~~=~=:__________________~~~:_:=:___ 98 .259 I ________________________________________________________________________________ I I I 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 I Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 22 0 22 10 15 0 0 15 15 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ;~i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Base Vol: 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj: 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 Initial Bse: 0 0 0 48 0 69 317 767 0 0 933 175 User A~j: 1.00 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 51 0 73 334 807 0 0 982 184 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 51 0 73 334 807 0 0 982 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ~~~~~-~~~::_In-~__--~nn-~ 11--:=nn~nn~: II-::~--~~~-nn~ Iln-~n:~=n-=~~ I Saturation Fiow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.68 0.32 Final Sat.: 0 0 0 1700 0 1800 1700 3600 0 0 3032 568 Ic~~~~i~;-~~1;~i~-~;d~i~~n-lln----nn-n--II--nn-n---n-lln__nn__nn_1 Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.04 0.20 0.22 0.00 0.00 0.32 0.32 Crit Moves: **** **** **** IGreen/cycle: 0.00 0.00 0.00 0.18 0.00 0.18 0.28 0.74 0.00 0.00 0.46 0.46 VOlume/Cap: 0.00 0.00 0.00 0.~6 0.00 0.22 0.70 0.30 0.00 0.00 0.70 0.70 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: IDelay/veh: 0.0 0.0 0.0 33.4 0.0 33.8 31.9 0.2 0.0 0.0 16.8 16.8 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: 0.0 0.0 0.0 33.4 0.0 33.8 31.9 0.2 0.0 0.0 16.8 16.8 Queue: 0 0 0 1 0 2 11 9 0 0 27 5 1******************************************************************************** Patton Station Year 2015 Without Project AM Peak Hour C.' . Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical VoL/Cap. (X): 0.606 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 14.2 Optimal Cycle: 120 Level Of Service: B ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:43:34 Page 1-: I ----------------------------------- I 98 .259 .patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 65 Critical VoL/Cap. (X): 0.634 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 65 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R c;~~~;i~----I-n-~~~i~~~dnlln--~~~i~~~d--Iln-~~;~~~~~dn-II-n-~~~i~~~dnl. Rights: Include Include Include Include I Min. Green: 0 0 0 22 0 22 10 15 0 0 15 15 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ;;i~~~-;~d~itn----n------II---------n--nlln--nn--nn-II-------n__n__I Base Vol: 0 0 0 153 0 274 68 1217 0 0 1157 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 1.001 Initial Bse: 0 0 0 153 0 274 68 1217 0 0 1157 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: 0 - 0 0 161 0 288 72 1281 0 0 1218 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 161 0 288 72 1281 0 0 1218 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 1.001 Final Vol.: 0 0 0 161 0 288 72 1281 0 0 1218 19 ~;~~~;~i;~ - ;1;~ - ;;d~i~ ~ -- - nlln - -- - n - n - - nil -- - -- n -- - n - - -11- n -- - n -- n ---I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18001 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.97 0.03 ~~~~~-~~:::_In_~_n_~__n_~ II =~~~----~--=~~~ II =~~~_:~~~___n~ II---~-:~~~----~~ 'I Capacity Analysis Module: VOl/Sat: 0.00 0.00 0.00 0.09 0.00 0.16 0.04 0.36 0.00 0.00 0.34 0.34 Crit Moves: **** **** **** I Green/CYCle: 0.00 0.00 0.00 0.34 0.00 0.34 0.15 0.52 0.00 0.00 0.37 0.37 VOlume/Cap: 0.00 0.00 0.00 0.28 0.00 0.47 0.28 0.68 0.00 0.00 0.93 0.93 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: . Delay/veh:. 0.0 0.0 0.0 11.4 0.0 12.6 20.1 6.9 0.0 0.0 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: 0.0 0.0 0.0 11.4 0.0 12.6 20.1 6.9 0.0 0.0 20.7 20.7 Queue: 0 0 0 2 0 4 1 18 0 0 25 11 ******************************************************************************* I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.~, ~.~ Beach I I I Fri Jul 3, 1998 16:26:45 Page l-: Patton Station Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Average Delay (sec/veh): 345.8 Worst Case Level Of Service: F ******************************************************************************** MITIG8 Fri Jul 3, 1998 16:27:47 Page 1-: I I ------------------------------------------------------------------------------- 88 .259 Patton Station Year 2015 Without Project PM Peak Hour --------------------------------------------------------- ----------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************* Intersection #8 Central Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Average Delay (sec/veh): 333.5 - Worst Case Level Of Service: ******************************************************************************* Approach: North Bound South Bound East Bound West Bound ~~:::~:~~: - - - I - ~ - - = - - =- - - = - - ~ - II - ~ - - = - - =- - - = - - ~ - II - ~ - - = - - -= - - = - - ~ - II - ~ - - = - - -= - - = - - ~ - II Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include ~~~:~~--n--I-~--~n=~-~n~_II_~n~n~n~__~_II_~__~__=n=__~_11-~--=-_=__~n~_11 Volume Module: Base Vol: 76 0 23 0 0 0 0 1450 83 15 1194 0 I Growth Adj: 1.00 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 0 23 0 0 0 0 1450 83 15 1194 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 I PHF Volume: 80 0 24 0 0 0 0 1526 87 16 1257 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 80 0 24 0 0 0 0 1526 87 16 1257 0 ~dj~;~~d-;~i1~~-~;d~i~~-----II--n----h--h-ll-h-h--n-----lln_n__________11 Grade: O%- O%- O%- O%- %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~~~-~~~::---In~~____~_n_=~ Iln_~nh~__n_~ Iln_~_=:=~__n~~ II h=~_==:~_h__~ ,I Critical Gap Module: MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx XXXXX I :=~=~:~:-~~~I-~:~-~---:::I~-~-~I~-~-~I I-:::-~-~I Capacity Module: Cnflict Vol: 2843 xxxx 807 xxxx xxxx XXXXX xxxx xxxx XXXXX 1614 xxxx XXXXX I Potent Cap.: 16 xxxx 540 xxxx xxxx XXXXX xxxx xxxx XXXXX 233 xxxx XXXXX Adj Cap: 0.71 xxxx 1.00 xxxx xxxx XXXXX xxxx xxxx XXXXX 1.00 xxxx XXXXX Move Cap.: 12 xxxx 540 xxxx xxxx XXXXX xxxx xxxx XXXXX 233 xxxx XXXXX L~~~i -Of - s~Ji;~ -;;d~i~ ~ --- -11- -- - - -- -- n - n -II h -- - -- - -- - - h -11- - - - -- - - - - - _ h _'I Stopped Del:11373 xxxx 7.0 XXXXX xxxx XXXXX XXXXX xxxx XXXXX 16.6 xxxx XXXXX LOS by Move: * * * * * * * * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT I Shared Cap.: xxxx 15 XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * * * * ApproachDel: 8732.5 0.0 0.0 0.2 I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 -------------------------------------------------------------------------------- II I Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** I Average Delay (sec/veh): 2.7 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound I ~~:-:~:~::-nl-~--=n:n=__~_II_~__=n:__=n~_II_~n=n:__=__~_11_~__=n:__=__~_1 Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include I ~~~:~:---n-I-~__=n~__~n=_II_~n=__~n~__=_II_=__~n~n=__~_11_=__~n~__=__~_1 Volume Module: Base Vol: 80 25 55 49 19 6 61 164 13 34 144 97 I Growth Adj: 1.00 1.00 1.QO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 25 55 49 19 6 61 164 13 34 144 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 IPHF Adj: 0.95 0.95 0.95 0.95 0.95 0.9.5 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume:' 84 26 58 52 20 6 64 173 14 36 152 102 Reduct Vol: - 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 84' 26 58 52 20 6 64 173 14 36 152 102 I ~~ii~~~d- ;;il~~-~;d~~:~n ---lln-n n:: n___ -11- __n_ _::__nnll_n n --::- n - --I %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I%- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I~~~-~~~:~-__I__::n_=:__n~~ 11__:~n_==_n__~ 11__~=n=~:nn=~ Iln::n=:=n_=~= 1 Critical Gap Module: MoveUp Time: 3 .4 3 . 3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 ..1 xxxx xxxxx I:=~:~~~=-~~~ I_~:=n~~~n_=~: 11_~~:n~:~n_=~: II-:~~-~_~II_=~~_~_~I Capacity Module: Cnflict Vol: 495 533 179 524 489 203 254 xxxx xxxxx 186 xxxx xxxxx Ipotent Cap.: 547 573 1123 526 604 1093 1298 xxxx xxxxx 1397 xxxx xxxxx Adj Cap: 0.90 0.92 1.00 0.85 0.92 1.00 1.00 xxxx XXXXX 1.00 xxxx xxxxx Move Cap.: 495 526 1123 446 555 1093 1298 xxxx XXXXX 1397 xxxx XXXXX I~~~~i-of-s~~i~~-~;d~i~~-n-Iln-----n-_nnlln----n-------II-n_u_nnunl Stopped Del: 8.8 7.2 3.4 9.1 6.7 3.3 2.9 xxxx XXXXX 2.6 xxxx xxxxx LOS by Move: * * A * * A A * * A * * IMovement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 502 xxxx xxxxx 472 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 9.2 xxxx XXXXX 9.0 xxxx xxxxx XXXXX xxxx XXXXX XXXXX xxxx xxxxx Shared LOS: B * * B * * * * * * * * IAPproachDel: 6.7 8.0 0 . 8 0 .4 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Fri Jul 3, 1998 16:26:50 Page l-: :18 .259 Patton Station Year 2015 Without Project AM Peak Hour --------------------------------------------------------------'------------------ Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** I I I MITIG8 Fri Jul 3, 1998 16:27:51 Page 1-: I - - - - - I --------------------------------------------------------------------------- gS .259 Patton Station Year 2015 Without Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************* Intersection #39 Central Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Average Delay (sec/veh): 3.8 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~:':~:~::---I-~--=--:--=--~-II-~n=--:n=n~_II_~__=n:n=n~_11-~--=n:n=__~-1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include. ~~~:~ ~ - - - - - - 1 - ~ - - = - - ~ - - ~ - - = - II - ~ - - = - - ~ - - ~ - - = - II - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ _ _ = _ _ ~ _ ~ Volume Module: Base Vol: 105 23 163 82 20 15 32 200 51 57 129 591 Growth Adj: 1.00 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 23 163 82 20 15 32 200 51 57 129 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 0.951 PHF Volume: 111 24 172 86 21 16 34 211 54 60 136 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 111 24 172 86 21 16 34 211 54 60 136 62 ~d;~;~~d-;;il~~-~;d~i~~---ull--u-----------II---------------II-n_______u___1 Grade: 0% 0% 0% 0% % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/ Cmb PCE:. xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX I Adj Vol.: 122 27 189 95 23 17 37 211 54 66 136 62 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module: Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 XXXX xxxxx 2.1 XXXX XXXXX I Cr~t~cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 XXXX XXXXX 5.0 XXXX XXXXX ------------1---------------1 1---------------1 1---------------1 1--------_______1 Capacity Module: Cnflict Vol: 516 529 237 596 525 167 198 XXXX XXXXX 264 XXXX XXXXX I Potent Cap.: 532 576 1050 478 579 1140 1380 XXXX XXXXX 1283 XXXX XXXXX Adj Cap: 0.90 0.92 1.00 0.74 0.92 1.00 1.00 XXXX XXXXX 1.00 XXXX XXXXX Move Cap.: 477 531 1050 355 534 1140 1380 XXXX XXXXX 1283 XXXX XXXXX ~~~~i-of-s~Ji~~-~;d~i~~----lln---n----n--II-n-n-------ull----------_____11 Stopped Del: 9.8 7.1 4.1 13.4 7.0 3.2 2.7 XXXX XXXXX 2.9 XXXX XXXXX LOS by Move: * * A * * A A * * A * * I Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT _ LTR _ RT Shared Cap.: 486 XXXX XXXXX 380 XXXX XXXXX XXXX XXXX XXXXX XXXX XXXX XXXXX Shrd StpDel: 10.2 XXXX XXXXX 13 .2 XXXX XXXXX XXXXX XXXX XXXXX XXXXX XXXX xxxxx Shared LOS: C * * C * * * * * * * * I ApproachDel: 6.4 11.0 0.3 0.7 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 98 .259 Patton Station Year 2015 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** I I I II Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:27:55 :38 .259 Patton Station Year 2015 Without Project PM Peak Hour I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I II I MITIG8 -------------------------------------------------------------------------------- I I Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I Cycle (sec): 72 Critical Vol. /Cap. (Xl: 0.648 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 21.7 Optimal Cycle: 72 Level Of Service: C I. ******************************************************************************** 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 I ~;i~~~-~;d~it-----h----n-II---n---n-----II h-_n______n_II----n-----h--1 Base Vol: 144 293 90 102 325 317 218 452 194 76 582 96 IGrowth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1~00 1.00 1.00 1.00 1.00 Initial Bse: 144 293 90 102 325 317 218 452 194 76 582 96 User Adj: 1.00 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: 152- 308 95 107 342 334 229 476 204 80 613 101 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 308 95 107 342 334 229 476 204 80 613 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00'1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final vol.: 152 308 95 107 342 334 229 476 204 80 613 101 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: ISat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.01 0.99 1.00 1.40 0.60 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1821 1779 1700 2520 1080 1700 3600 1800 Ic~~~;i~~-~~1~~i~-~;d~i~~-nlln--n-hnn--ll--n--n--nn-II--_n__n__n__1 Vol/Sat: 0.05 0.17 0.05 0.06 0.19 0.19 0.13 0.19 0.19 0.05 0.17 0.06 Crit Moves: **** **** **** **** IGreen/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.34 0.62 0.19 0.45 0.68 0.68 0.97 0.68 0.68 0.34 0.61 0.20 ------------1---------------1 1---------------1 1---------------1 1---------------1 ~evel Of Service Module: Delay/Veh: 23.3 18.5 15.1 24.3 18.6 18.6 57.1 18.6 18.6 23.4 17.9 15.2 ser 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: 23.3 18.5 15.1 24.3 18.6 18.6 57.1 18.6 18.6 23.4 17.9 15.2 ~ueue: 3 6 1 2 7 6 8 9 4 1 11 2 11******************************************************************************** Fri Jul 3, 1998 16:26:58 Page 1-1 ~) S .259 . Patton Station Year 2015 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** I I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:39:01 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Page l-: -------------------------------------------------- :38.259 Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------------------------- . Level Of Service Computation Report J 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************* Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) *******************************************************************************) Cycle (sec): 110 Critical VoL/Cap. (X): 0.742 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 26.2 Optimal Cycle: 110 Level Of Service: D ********************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ;;i~~~-~;d~it---n-----n--Iln----n---n--II-----n---nn-II-------__n_n_11 Base Vol: 251 232 216 119 152 202 184 963 251 157 797 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 I Initial Bse: 251 232 216 119 152 202 184 963 251 157 797 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: 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: 264 244 227 125 160 213 194 1014 264 165 839 96 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 264 244 227 125 160 213 194 1014 264 165 839 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 .Final Vol.: 264 244 227 125 160 213 194 1014 264 165 839 96 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module: I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 0.41 1.00 2.00 1.00 ~~~~~-~~:::-I :=~~_=~~~n=~~~ II =~~~_=~~~n=~~~ II =~~~-=~:~---~:: II =~~~_:~~~n=~~~ II Capacity Analysis Module: VOl/Sat: 0.08 0.14 0.13 0.07 0.09 0.12 0.11 0.35 0.36 0.10 0.23 0.05 Crit Moves: **** **** **** **** I Green/CYCle: 0.09 0.18 0.18 0.10 0.19 0.19 0.20 0.48 0.48 0.13 0.41 0.41 Volume/Cap: 0.88 0.74 0.69 0.74 0.47 0.63.0.57 0.74 0.74 0.74 0.57 0.13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: I Delay/veh:. 55.1 39.0 37.2 48.9 32.4 34.3 33.1 15.0 15.0 44.7 17.1 13.7 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: 55.1 39.0 37.2 48.9 32.4 34.3 33.1 15.0 15.0 44.7 17.1 13.7 Queue: 10 8 7 4 4 6 6 26 7 6 20 2 I ******************************************************************************** I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I II ~=:=~~_____________________~=~_~~~_:~_===~_=~~=~:~=__________________~~~=_~==___ I I Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I Cycle (sec): 120 Critical Vol./Cap. (X): 0.764 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 31.9 Optimal Cycle: 120 Level Of Service: D I ******************************************************************************** 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 I ;;i~~~-~;d~itn---n-------Iln-----nn----II-----------n--II----n-n__n__1 Base Vol: 324 167 53 118 187 161 122 203 432 215 690 259 I Growth Adj: 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Initial Bse: 324 167 53 118 187 161 122 203 432 215 690 259 User Adj: 1.00 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: 341 176 56 124 197 169 128 214 455 226 726 273 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 341 176 56 124 197 169 128 214 455 226 726 273 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IMLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 341 176 56 124 197 169 128 214 455 226 726 273 s~~~~~~i;~-~1;~-~;d~i~~n-nlln-n--n--n--lln--n------n-ll--n______n___1 ISat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.52 0.48 1.00 1.08 0.92 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2731 869 1700 1938 1662 1700 3600 1800 1700 3600 1800 Ic~~~;i~;-~~1;~i~-~;d~i~~n-II---n-n-_n---lln-n-----nn-11_nun__n__nl Vol/Sat: 0.20 0.06 0.06 0.07 0.10 0.10 0.08 0.06 0.25 0.13 0.20 0.15 Crit Moves: **** **** **** **** IGreen/Cycle: 0.24 0.32 0.32 0.13 0.21 0.21 0.08 0.30 0.30 0.16 0.37 0.50 Volume/Cap: 0.85 0.20 0.20 0.57 0.49 0.49 0.90 0.20 0.85 0.85 0.54 0.30 ------------1---------------1 1---------------1 1---------------1 1---------------1 Eevel Of Service Module: elay/veh: 42.7 22.0 22.0 43.0 33.7 33.7 74.0 23.6 36.3 52.2 21.1 10.4 ser 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 22.0 22.0 43.0 33.7 33.7 74.0 23.6 36.3 52.2 21.1 10.4 ~ueue: 12 4 1 4 6 5 6 5 16 9 19 5 IF******************************************************************************* 98 .259 Patton Station Year 2015 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I MITIG8 Fri Jul 3, 1998 16:28:02 GS .259 . Patton Station Year 2015 Without Project PM Peak Hour I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I n .259 APPENDIX J YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) I I I I I I I I I I I I I I I I I I I I ~===~~_____________________~=~_~~~_:~_===~_=~~=~~~~__________________~~~=_:==___ I I Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** I I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes: 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 I ;;i ~~~ - ~~d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Base Vol: 0 0 0 1311 0 187 0 608 0 0 815 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 I Initial Bse: 0 0 0 1311 0 0 0 608 0 0 815 0 Added Vol: 0 0 0 65 0 0 0 27 0 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1376 0 0 0 635 0 0 837 0 I User A~j: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF AdJ: 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 1448 0 0 0 668 0 0 881 0 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 0 0 0 1448 0 0 0 668 0 0 881 0 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1,00 1.00 MLF Adj: ~.OO 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 I ~~~~~_~~~:~_I---~n--~-----~ II =~~~____~__n_~ II---~--~~~-----~ II---~--~~=-----~ I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat.: 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Icapacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.19 0.00 0.00 0.24 0.00 Crit Moves: **** **** IGreen/CYCle: 0.00 0.00 0.00 0.58 0.00 0.00 0.00 0.32 0.00 0.00 0.32 0.00 ~~~~~:~~~~:-I ~:~~-~:~~--~:~~ II ~:~~-~:~~--~:~~ II ~:~~-~:::--~:~~ II ~:~~-~:~~--~:~~ I Level Of Serv~ce Module: IDelay/veh: 0.0 0.0 0.0 5.5 0.0 0.0 0.0 13.2 0.0 0.0 15.6 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: 0.0 0.0 0.0 5.5 0.0 0.0 0.0 13.2 0.0 0.0 15.6 0.0 Queue: 0 0 0 19 0 0 0 10 0 0 14 0 )1******************************************************************************** n .259 Patton Station Year 2015 With project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************_. Cycle (sec): 60 Critical voL/Cap. (X): 0.775 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 10.2 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 ~8 Fri Jul 3, 1998 16:16:21 .259 Patton Station Year 2015 With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I I ~=:=~~_____________________~=~_~~~_=~_=::~_=~:=~~~~__________________~~~=_:=:___ I I Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I Cycle (sec): 120 Critical VoL/Cap. (X): 1.035 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 52.0 Optimal Cycle: 120 Level Of Service: E ******************************************************************************** I 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 27 27 10 27 27 10 19 19 10 19 19 Lanes: 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 I ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - -.-11 - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Base Vol: 407 194 114 41 444 420 101 881 472 225 1201 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 I Initial Bse, 407 194 114 41 444 420 101 881 472 225 1201 174 Added Vol: - 0 0 3 7 0 0 0 93 0 6 74 6 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 407 194 117 48 444 420 101 974 472 231 1275 180 luser A~j: 1.00 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: 428 204 123 51 467 442 106 1025 497 243 1342 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 IReduced Vol: 428 204 123 51 467 442 106 1025 497 243 1342 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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~~~~~-~~~::-I-~=~--=~~---=== II--~=--~~~---~~= II-=~~-=~=~---~:~ II-=~=-=:~=---=~: I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.03 0.97 2.00 2.00 1.00 1.00 2.63 0.37 Final Sat.: 1700 1800 1800 1700 1850 1750 3200 3600 1800 1700 4733 667 ------------1---------------1 1---------------1 1---------------1 1---------------1 .Capacity Analysis Module: ~ol/Sat: 0.25 O.~~ 0.07 0.03 0.25 0.25 0.03 0.28 0.28 0.14 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.36 0.36 0.13 0.24 0.24 0.08 0.27 0.27 0.14 0.33 0.33 I~~~~~:~~~~:-I =:~~-~::=--~:=: II ~:=:-=:~~--=:~~ II ~::~-=:~:--=:~~ II =:~:-~:~~--~:~~ I Level Of Service Module: Ilelay/veh: 74.8 20.1 19.1 38.8 65.0 65.0 44.6 61.6 61.2 92.6 30.0 30.0 ser 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 djDel/Veh: 74.8 20.1 19.1 38.8 65.0 65.0 44.6 61.6 61.2 92.6 30.0 30.0 Queue: 21 5 3 2 23 22 3 46 22 13 44 7 If******************************************************************************* 98 .259 Patton Station Year 2015 With project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Page 1-:" I -------------------------------------------------------------------------------- I Fri Jul 3, 1998 16:16:25 CiS .259 . Patton Station Year 2015 With Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report , 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 120 Critical Vol. /Cap. (X): 1. 080 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 80.4 Optimal Cycle: 120 Level Of Service: F *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~----I---~~;~~~~~d---I I---~~;~~~~~d---I I---~~;~~~~~d---I I---~~;~~~~~d---~ Rights: Include Include Include Include. Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 ~~~:~ ~ - - - - - - 1 - = - - ~ - - = - - ~ - - = - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - - = - II - = - - ~ - - = _ _ = _ _ ~-I Volume Module: Base Vol: 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 L 00 1. 00 1. 00 L 00 1. 00 I Initial Bse: 236 140 60 119 300 184 407 1607 584 274 1680 253 Added Vol: 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236' 140 65 129 300 184 407 1741 584 283 1801 2621 User Adj: 1.00 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: 248 147 68 136 316 194 428 1833 615 298 1896 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 248 147 68 136 316 194 428 1833. 615 298 1896 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. Final Vol.: 248 147 68 136 316 194 428 1833 615 298 1896 276 s~~~~~~i;~ - ;1;~ - ~;d~i~ ~ - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -11- - - - - - - - - - - - - --I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18001 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.24 0.76 2.00 2.00 1.00 1.00 2.62 0.38 Final Sat.: 1700 1800 1800 1700 2231 1369 3200 3600 1800 1700 4714 686 c~~~~i~;-~~1;~i~-~;d~i~~---II---------------II---------------II---------------11 VOl/Sat: 0.15 0.08 0.04 0.08 0.14 0.14 0.13 0.51 0.34 0.18 0.40 0.40 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.25 0.25 0.09 0.23 0.23 0.14 0.41 0.41 0.14 0.42 0.42 I Volume/Cap: 1.23 0.33 0.15 0.86 0.63 0.63 0.96 1.23 0.83 1.23 0.96 0.96 ------------1---------------1 1---------------1 1------------___1 1----___________1 Level Of Service Module: I Delay/veh:. 197.4 28.6 27.2 64.9 34.0 34.0 63.1 149 25.0 191.1 29.7 29.7 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: 197.4 28.6 27.2 64.9 34.0 34.0 63.1 149 25.0 191.1 29.7 29.7 Queue: 20 4 2 6 10 6 18 142 20 24 68 12 . *******************************************************************************,. Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II I I I MITIG8 -----------------------------------------------------------------------------~-- , -------------------------------------------------------------------------------- , Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) ******************************************************************************** I Average Delay (sec/veh): 2.7 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R I c;~~~;i ~ - - nl - - ~~;;~~~;ii~d -lln ~~;;~~~;ii~d -11- n s~;~ - si;~ n -11- - - s~~~ - si;~ ---I Rights: Include Include Include Include I ~~~:~ ~ - - - - - - I - ~ - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - I Volume Module: Base Vol: 0 590 142 347 649 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: 0 590 142 347 649 0 0 0 0 0 0 0 Added Vol: 0 3 0 3 3 0 0 0 0 0 0 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 0 593 142 350 652 0 0 0 0 0 0 0 User A~j: 1.00 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: 0 624 149 368 686 0 0 0 0 0 0 0 .. Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 624 149 368 686 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: Ot I-t Cycle/Cars: xxxx xxxx t Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.00 1.00 ICYCl/car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj vol.: 0 624 149 Critical Gap Module: IMoveup Time: xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Cri tical Gp: xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: Icnflict Vol: xxxx xxxx xxxxx 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent cap.: xxxx xxxx XXXXX 659 xxxx XXXXX . xxxx xxxx XXXXX xxxx xxxx XXXXX Adj Cap: xxxx xxxx XXXXX 1.00 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX 1~~~i:;~:~~J~~=~~II-~::-~-~II~-~-~II~-~-~1 S topped Del: XXXXX xxxx XXXXX 12 .3 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX i10S by Move: * * * C * * * * * * * * ovement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT hared Cap.: xxxx xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: XXXXX xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX .,hared . LOS: * * * * * * * * * * * * rpproachDel: 0 . 0 4.6 0.0 0 . 0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I Fri Jul 3, 1998 16:14:14 Page :-: 98 .259 Patton Station Year 2015 with Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Ot xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 405 686 Ot xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 ot xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o o o MITIG8 page:-: I -------------------------------- I Fri Jul 3, 1998 16:16:28 ------------------------------------------------ c. .'"', ;jlj -259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------. Level Of Service Computation Report , 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************* Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) *******************************************************************************. Average Delay (sec/veh): 8.3 Worst Case Level Of Service: ******************************************************************************** ~~~;;;~~~---I-~~~~::::~?:~~-I I-~~~?::::~?:~~-I I-~-:~::::~?:~~-I I-~-~~::::~~~~~__ Control: Uncontrolled uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include. ~~~:~~------I-~--~--=--=--~-II-=--~--=--~--~-II-~--~--~--~--~-II-~--~__~__~__~_" Volume Module: Base Vol: 0 416 Growth Adj: 1.00 1.00 Initial Bse: 0 416 Added Vol: 0 5 PasserByVol: 0 0 Initial Fut: 0 421 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 0 443 Reduct Vol: 0 0 Final Vol.: 0 443 Adjusted Volume Module: I Grade: O%- O%- O%- O%- %- Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 443 126 768 776 0 0 0 0 0 0 0 Critical Gap Module: I MoveUp Time: xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Cri tical Gp: xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1----------_____1 Capacity Module: I Cnflict Vol: xxxx xxxx XXXXX 569 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Potent Cap.: xxxx xxxx XXXXX 848 xxxx xxxxx xxxx xxxx XXXXX xxxx xxxx XXXXX ~~~:~~~~::--I~-~-~I I~~~~-~-~I I~-~-~I I~-~_~II Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 22.9 xxxx XXXXX xxxxx xxxx xxxxx xxxxx xxxx xxxxx I LOS by Move: * * * D * * * * * * * * 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Shared LOS: * * * * * * * * * * * * ApproachDel: 0.0 11.4 0.0 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 120 1. 00 120 o o 120 1. 00 0.95 126 o 126 659 1.00 659 4 o 663 1. 00 0.95 698 o 698 733 1.00 733 4 o 737 1. 00 0.95 776 o 776 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 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 1. og I o o gl 1. 00 0.9g I o I MITIG8 I I I I 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 I Control: prot+permit Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ;;i~~~-~~d~itn-----n--n-Iln--n----nn-II---n-------n-II-----n------nl Base Vol: 498 36 260 25 0 25 17 1115 0 0 1501 20 Growth Adj: 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 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 Added Vol: 0 0 3 0 0 0 0 103 0 0 85 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 498 - 36 263 25 0 25 17 1218 0 0 1586 20 I User Adj: 1.00 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: 524 38 277 26 0 26 18 1282 0 0 1669 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 524 38 277 26 0 26 18 1282 0 0 1669 21 PCE 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 MLF AdJ: 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 ~~~~~~~i~~:~1;~=~;d~i:~n=~~ 11--=~n--~n--=~ II--=~_==~=nn_~ Iln_~_=~~:_n_==1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.12 0.88 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.98 0.02 Final Sat.: XXXX 217 1583 1700 0 1800 1700 3600 0 0 3555 45 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Capacity Analysis Module: Vol/sat: 0.00 0.18 0.17 0.02 0.00 0.01 0.01 0.36 0.00 0.00 0.47 0.47 Crit Moves: **** **** **** **** I Green/Cycle: 0.35 0.35 0.35 0.18 0.00 0.18 0.08 0.55 0.00 0.00 0.47 0.47 ~~~~~:~~~~~-I ~:~~-~:=~--~:=~ II ~:~~-~:~~--~:~~ II ~:=:-~:~~--~:~~ II ~:~~_=:~~n=:~~ I Level Of Service Module: I Delay/Veh: 40.6 22.7 22.7 32.9 0.0 32.8 43.2 10.0 0.0 0.0 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: 40.6 22.7 22.7 32.9 0.0 32.8 43.2 10.0 0.0 0.0 34.1 34.1 Queue: 23 1 7 1 0 1 1 30 0 0 66 2 1******************************************************************************** Fri Jul 3, 1998 16:14:28 Page :-: -----------------------------------------------------------------------------~-- n - .259 . Patton Station Year 2015 With project AM Peak Hour -------------------------------------------------------------------------------- Level Of Seryice Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical Vol. leap. (X): 0.732 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 26.1 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:32 ---------------------------------------------------------------------------- g 8 . 259 Patton Station Year 2015 With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 -------------------------------------------------------------------------------- 98 .~ I __________________:_~~_~________________________________________________________ I I I 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 I Control: prot+permit prot+permit Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 I ~;i~~~-~;d~it----n--n--nll-n-n--n-----II h________nn_11 h__n_n__nh I Base Vol: 170 152 97 64 473 124 38 796 93 100 1057 77 Growth Adj: 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 Initial Bse: 170 152 97 64 473 124 38 796 93 100 1057 77 Added Vol: 0 0 48 17 0 0 0 106 0 39 85 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 170 152 145 81 473 124 38 902 93 139 1142 91 I User Adj: 1.00 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: 179 160 153 85 498 131 40 949 98 146 1202 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 179 160 153 85 498 131 40 949 98 146 1202 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~::-I-=~=--=~~-n=== II--~=--~=~---=== II--~~__=~=n__=~ II-=~~-==~=n--=~ 1 Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: xxxx 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.81 0.19 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3263 337 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Capacity Analysis Module: Vol/Sat: 0.00 0.09 0.09 0.00 0.28 0.07 0.02 0.29 0.29 0.09 0.33 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.42 0.30 0.30 0.46 0.32 0.32 0.08 0.36 0.36 0.11 0.38 0.38 I~~~~~:~~~~:-I ~:~~-~::~--~:=~ II ~:~~-~:~~--~:=: II ~:=~-~:~=--~:~=II ~:~=-~:~~--~:=~ I Level Of Serv~ce Module: Delay/Veh: 38.9 24.3 24.2 34.6 36.7 22.4 44.0 26.9 26.9 56.7 27.7 16.9 Iuser 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: 38.9 24.3 24.2 34.6 36.7 22.4 44.0 26.9 26.9 56.7 27.7 16.9 Queue: 7 4 4 3 18 3 1 30 4 6 40 2 1******************************************************************************** Fri Jul 3, 1998 16:14:43 Page 1-: Patton Station Year 2015 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) I Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical VoL/cap. (X): 0.843 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 29.9 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:35 Page :-: ~8 259 Patton Station Year 2015 With Project PM Peak Hour --------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.982 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 30.9 Optimal Cycle: 120 Level Of Service: D *******************************************************************************1 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 Protected Protected I Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ;;i ~~~ - ~;d~i~ ~ - - - - - - - - - - - -: - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II Base Vol: 70 312 109 85 246 48 111 1502 153 106 1209 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 I Initial Bse: 70 312 109 85 246 48 111 1502 153 106 1209 103 Added Vol: - 0 0 70 25 0 0 0 154 0 63 139 22 PasserByvol: 0 . 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 312 179 110 246 48 111 1656 153 169 1348 125 I User Adj: 1.00 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: 74 328 188 116 259 51 117 1743 161 178 1419 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 74 328 188 116 259 51 117 1743 161 178 1419 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ: 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 :~~~~-:'~~::-I--~~--:=~---=~~ 11-==~--==:--n== II-==~-=~~:---=~=II-~~~-=~=:---=:= I Saturation Fiow Module: Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 18~0 1800 1800 I AdJustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.83 0.17 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3296 304 1700 3600 1800 c~~~~i~;-~~i;~i~-~;d~i~~---II------------n-II--n-n--n----II-----------n--II VOl/Sat: 0.00 0.18 0.10 0.00 0.14 0.03 0.07 0.53 0.53 0.10 0.39 0.07 Crit Moves: **** **** **** **** Green/CYCle: 0.29 0.18 0.18 0.29 0.18 0.18 0.08 0.53 0.53 0.10 0.55 0.55 I VOlume/Cap: 0.00 0.99 0.57 0.00 0.78 0.15 0.83 1.00 1.00 1.00 0.72 0.13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/veh: 42.0 71.0 37.4 43.1 44.0 33.3 62.7 29.3 29.3 90.2 11.1 6.8 I 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: 42.0 71.0 37.4 43.1 44.0 33.3 62.7 29.3 29.3 90.2 11.1 6.8 Queue: 3 15 6 5 9 1 5 69 9 9 36 2 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 ---------------------------------------------------------------------------~---- I -------------------------------------------------------------------------------- II , I Cycle (sec): 60 Critical Vol./Cap. (X): 0.607 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** I 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 I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 I ;;i~~~-~;d~itn-----nn---II---n--nn-n-II--------nnn-II------n-----nl Base Vol: 115 368 46 108 277 58 40 270 201 43 143 79 Growth Adj: 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 Initial Bse: 115 368 46 108 277 58 40 270 201 43 143 79 Added Vol: 0 34 0 0 28 8 10 0 0 0 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 402 46 108 305 66 50 270 201 43 143 79 I User A~j: 1.00 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: 121 423 48 114 321 69 53 284 212 45 151 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 121 423 48 114 321 69 53 284 212 45 151 83 PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 MLF Adj: 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 ~~~~~-~~~::_I-===n~=:nn~~ 11_==~n:==_n_~: II--=:--=~~---=== 11__~=n===_n_~: I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.90 0.10 1.00 0.82 0.18 0.16 0.84 1.00 0.16 0.54 0.30 Final Sat.: 1700 1617 183 1700 1482 318 283 1517 1800 290 974 535 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Capacity Analysis Module: Vol/Sat: 0.07 0.26 0.26 0.07 0.22 0.22 0.19 0.19 0.12 0.15 0.15 0.16 Crit Moves: **** **** **** IGreen/CYCle: 0.20 0.40 0.40 0.17 0.36 0.36 0.29 0.29 0.29 0.29 0.29 0.29 ~~~~~:~:~~:-I ~::=_~:~~n~:~~ II ~:~~-~:~~--~:~~ II ~:~~-~:'~~--~:~=II ~:=~-~:=:--~:=~ I Level Of Service Module: IDelay/veh: 16.7 11.2 11.2 18.6 11.8 11.8 15.9 15.9 13.4 14.5 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: 16.7 11.2 11.2 18.6 11.8 11.8 15.9 15.9 13.4 14.5 14.5 14.5 Queue: 2 6 1 2 5 1 1 5 3 1 2 1 1******************************************************************************** Fri Jul 3, 1998 16:14:54 Page :-=- ;J8 .259 Patton Station Year 2015 With project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:39 Page .:.-: I I ------------------------------------------------------------------------------- gS .259 .patton Station Year 2015 with Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report , 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Cycle (sec): 60 Critical VoL/Cap. (X): 0.724 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~----I---~~;~~~~~d---II---~~;~~~~~d---II----~~~i~~~d--II----~~~i~~~d--I Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~~~:~:------I-=--~--~--=--~-II-=--~--~--=--~-II-~--=--~--~--=-II-~--~--=~_~__~_I Volume Module: Base Vol: 122 315 57 112 465 71 42 157 148 31 253 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1;00 1.00 1.00 1.00 1.001 Initial Bse: 122 315 57 112 465 71 42 157 148 31 253 46 Added Vol: 0 50 0 0 45 13 15 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 122 365 57 112 510 84 57 157 148 31 253 461 User Adj: 1.00 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: 128 384 60 118 537 88 60 165 156 33 266 481 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 384 60 118 537 88 60 165 156 33 266 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. :~~~~-~~~::-I-==~__:~~h__~~ II-==~-_=:~__h~~ II__~~__=~=___==~ II__::__=~~____~~" Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.86 0.14 1.00 0.86 0.14 0.27 0.73 1.00 0.09 0.77 0.14 Final Sat.: 1700 1557 243 1700 1547 253 480 1320 1800 171 1380 249 c~~~~i~;-~~1;;i;-~;d~i~~---II---------------II---------------II---------------11 Vol/Sat: 0.08 0.25 0.25 0.07 0.35 0.35 0.12 0.13 0.09 0.19 0.19 0.19 Crit Moves: **** **** **** Green/CYCle: 0.17 0.39 0.39 0.21 0.43 0.43 0.25 0.25 0.25 0.25 0.25 0.25 I VOlume/Cap: 0.45 0.64 0.64 0.32 0.80 0.80 0.50 0.50 0.35 0.77 0.77 0.77 ------------1---------------1 1---------------1 1---------------1 1---------______1 Level Of Service Module: I Delay/veh:. 19.0 11.4 11.4 16.0 12.8 12.8 15.6 15.6 14.5 20.5 20.5 20.5 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: 19.0 11.4 11.4 16.0 12.8 12.8 15.6 15.6 14.5 20.5 20.5 20.5 Queue: 2 6 1 2 9 2 1 2 2 1 5 1 I ********************~*********************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 ------------------------------------------------------------------------------ I I Intersection #54 Victoria Ave. (NS) I Baseline St. (EW) ******************************************************************************** I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 I ;;i~~~ - ~;d~il ~ - - - - - - - - - - - - 7 - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - I Base Vol: 67 285 37 190 437 128 91 396 41 94 555 169 Growth Adj: 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 Initial Bse: 67 285 37 190 437 128 91 396 41 94 555 169 Added Vol: - 0 17 0 0 14 14 17 0 0 0 0 0 PasserByVol: O' 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 302 37 190 451 142 108 396 41 94 555 169 I User Adj: 1.00 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: 71 318 39 200 475 149 114 417 43 99 584 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 71 318 39 200 475 149 114 417 43 99 584 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~~~i~~:F1;~~~;d~i~~-h=: 11_=~~__~~=h_=~: II-==~--~=~----~: II--::--=~~---=~~ I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.78 0.22 1.00 1.52 0.48 1.00 1.81 0.19 1.00 1.53 0.47 Final Sat.: 1700 3207 393 1700 2740 860 1700 3263 337 1700 2759 841 ------------1---------------1 1---------------1 1---------------1 1-------------__1 I Capacity Analysis Module: Vol/Sat: 0.04 0.10 0.10 0.12 0.17 0.17 0.07 0.13 0.13 0.06 0.21 0.21 Crit Moves: **** **** **** **** I Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 ~~~~~:~~~~~-I ~:=:-~::~--~::~ II ~:~=-~~~:--~:~: II ~:~~-~:~:--~:~: II ~:~~-~:~=-_~:~=I Level Of Service Module: I Delay/Veh: 21.8 15.4 15.4 33.3 17.4 17.4 23.1 16.9 16.9 22.5 21.4 21.4 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: 21.8 15.4 15.4 33.3 17.4 17.4 23.1 16.9 16.9 22.5 21.4 21.4 Queue: 1 5 1 5 8 3 2 7 1 2 12 4 1******************************************************************************** Fri Jul 3, 1998 16:15:06 Page 1-: 98 .259 Patton Station Year 2015 With Project AM Peak Hour : :; -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Page 1-: I -------------------------------------------------------------------------------- I Fri Jul 3, 1998 16:16:43 as .259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) **********************************~********************************************) Cycle (sec): 69 Critical Vol./Cap. (X): 0.697 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.1 Optimal Cycle: 69 Level Of Service: C *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 ~~~:~ : - - - - - - I - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II Volume Module: Base Vol: 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj: 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 Initial Bse: 128 488 179 147 266 117 155 603 92 52 466 120 Added vol: 0 25 0 0 22 22 25 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 128 513 179 147 288 139 180 603 92 52 466 120 I User Adj: 1.00 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: 135 540 188 155 303 146 189 635 97 55 491 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 135 540 188 155 303 146 189 635 97 55 491 126 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 I ~~~~~-~~~::-I-=:~--~~~---=~~ II-=~~--:~:---=~~ II-=~:--~:~----:~ II--~~--~:=---=~~ I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.48 0.52 1.00 1.35 0.65 1.00 1.73 0.27 1.00 1.59 0.41 Final Sat.: 1700 2670 930 1700 2429 1171 1700 3123 477 1700 2865 735 c~~~~i~;-~~i;~i~-~;d~i~~---II---------------II---------------II---------------11 Vol/Sat: 0.08 0.20 0.20 0.09 0.12 0.12 0.11 0.20 0.20 0.03 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 I Volume/Cap: 0.55 0.73 0.73 0.63 0.45 0.45 0.77 0.78 0.78 0.22 0.66 0.66 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 24.1 18.8 18.8 25.6 16.0 16.0 30.5 20.5 20.5 21.6 18.4 18.4 I 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: 24.1 18.8 18.8 25.6 16.0 16.0 30.5 20.5 20.5 21.6 18.4 18.4 Queue: 3 10 4 3 5 2 4 12 3 1 9 3 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 I I I I 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 I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I ;~i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - -II - - - - - - - - - - - - - -- II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - --I Base Vol: 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj: 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 Initial Bse: 0 0 0 48 0 69 317 767. 0 0 933 175 Added Vol: 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 138 3 66 48 3 69 317 767 172 82 933 175 I User Adj: 1.00 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 3 69 51 3 73 334 807 181 86 982 184 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced vol: 145 3 69 51 3 73 334 807 181 86 982 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~::-I-=~:----:----~= II--:=----:----~: II-::~--~~~---=~= II--~~--=~=---=~~ I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.98 0.02 1.00 0.94 0.06 1.00 1.00 2.00 1.00 1.00 1.68 0.32 Final Sat.: 1764 36 1800 1700 100 1800 1700 3600 1800 1700 3032 . 568 ------------1---------------1 1---------------1 1---------------1 1-----------____1 I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.04 0.03 0.03 0.04.0.20 0.22 0.10 0.05 0.32 0.32 Crit Moves: **** **** **** I Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.18 0.29 0.29 0.19 0.30 0.30 ~~~~~:~~~~:-I ~:==-~:==--~:=~ II ~:~~-~:~~--~:== II =:~~-~:~~--~::: II ~:=~-=~~~--=:~~ I Level Of Service Module: IDelay/veh: 9.3 9.3 8.8 8.8 8.8 8.8 78.9 16.7 12.8 16.6 57.8 57.8 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: 9.3 9.3 8.8 8.8 8.8 8.8 78.9 16.7 12.8 16.6 57.8 57.8 Queue: 2 0 1 1 0 1 13 13 2 1 32 8 1******************************************************************************** Fri Jul 3, 1998 16:15:18 Page :-: ------------------------------------------------------------------------------ 98 .259 Patton Station Year 2015 With Project AM Peak Hour i -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 60 Critical VoL/Cap. (X): 0.709 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 39.1 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:47 Page .:.-: I I ---------------------------------------------------------------------------- ~8 "259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW). *******************************************************************************1 Cycle (sec): 120 Critical Vol. /Cap. (X): 0.638 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 15.0 Optimal Cycle: 120 Level Of Service: C *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ~~~:~ ~ - - - - - - I - ~ - - = - - ~ - - ~ - - = - II - ~ - - = - - ~ - - ~ - - = - II - = - - ~ - - = - - ~ - - = - II - = - - ~ - - = _ _ = _ _ ~ _ 'I Volume Module: Base Vol: 0 0 0 153 0 274 68 1217 0 0 1157 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 I Initial Bse: 0 0 0 153 0 274 68 1217 0 0 1157 18 Added Vol: 225 4 108 0 5 0 0 0 249 120 0 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 4 108 153 5 274 68 1217 249 120 1157 18 I User Adj: 1.00 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: 237 4 114 161 5 288 72 1281 262 126 1218 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 237 4 114 161 5 288 72 1281 262 126 1218 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 I :~~~~-~~~::-I-=:~----~-~-==~ II-=~=____=n_=~~ 'In~=_==~=___=~= II-==~-=~=~----=: I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.98 0.02 1.00 0.97 0.03 1.00 1.00 2.00 1.00 1.00 1.97 0.03 Final Sat.: 1770 30 1800 1746 54 1800 1700 3600 1800 1700 3545 55 c~~~~i~;-~~i;~i~-~;d~i~~---II----------n---II-n------------II-----____n_n_l. VOl/Sat: 0.13 0.13 0.06 0.09 0.09 0.16 0.04 0.36 0.15 0.07 0.34 0.34 Crit Moves: **** **** **** Green/CYCle: 0.25 0.25 0.25 0.25 0.25 0.25 0.08 0.56 0.56 0.12 0.59 0.59 I VOlume/Cap: 0.53 0.53 0.25 0.37 0.37 0.64 0.51 0.64 0.26 0.64 0.58 0.58 ------------1---------------1 1---------------1 1---------------1 1-------________1 Level Of Service Module: . Delay/veh:. 30.9 30.9 28.0 29.0 29.0 32.7 46.5 9.6 7.0 45.8 7.2 7.2 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: 30.9 30.9 28.0 29.0 29.0 32.7 46.5 9.6 7.0 45.8 7.2 7.2 Queue: 7 0 3 4 0 9 2 30 5 4 26 1 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I n .259 . Patton Station Year 2015 With Project AM Peak Hour '. -------------------------------------------------------------------------------- I I I 58 1. 00 58 3 o 61 1. 00 0.95 64 o 64 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 0\ xxxx xxxx xxxx XXXX 1.10 1.10 1.10 XXXX XXXX XXXX XXXX o 0 o 1. 00 o o o o 1. 00 0.95 o o o 848 1. 00 848 66 o 914 1. 00 0.95 962 o 962 50 1. 00 50 o o 50 1. 00 0.95 53 o 53 0\ XXXX XXXX XXXX XXXX 1.10 1.00 1.00 XXXX XXXX XXXX XXXX o 962 53 o 9 1. 00 9 3 o 12 1. 00 0.95 13 o 13 1164 1. 00 1164 82 o 1246 1. 00 0.95 1312 o 1312 o 1. 00 o o o o 1. 00 0.95 o o o 0\ XXXX XXXX XXXX XXXX 1.10 1.00 1.00 XXXX XXXX XXXX XXXX 14 1312 o MITIG8 Fri Jul 3, 1998 16:16:51 ------------------------------------------------------------------------------- 83 .259 Patton Station Year 2015 With Project PM Peak Hour I I Page .:. < -------------------------------------------------------------------. Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) *******************************************************************************11 Average Delay (sec/veh): 893.4 Worst Case Level Of Service: ~ ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~'::~:~::---I-~--=--~--=--~-II-~--=--~--=--~-II-~--=--~--=--~-II-~--=--~--=--~-II Control: Stop Sign Stop Sign uncontrolled Uncontrolled Rights: Include Include Include Include I ~~~:~~------I-~--~--=~-~--~-I I-~--~--~--~--~-I I-~--~--=--=--~-I I-~--=--=--~--~-I Volume Module: Base Vol: 76 0 I Growth Adj: 1.00 1.00 Initial Bse: 76 0 Added Vol: 0 0 passerByvol: 0 0 I Initial Fut: 76 0 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 I PHF Volume: 80 0 Reduct Vol: 0 0 Final Vol.: 80 0 Adjusted Volume Module: I Grade: 0\ 0\ 0\ 0\ \ Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx \ TruCk/COmb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 88 0 31 0 0 0 0 1640 87 23 1383 0 Critical Gap Module: I MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 .1 xxxx xxxxx Cri tical Gp: 7 . 0 xxxx 5 .5 xxxxx XXXX xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: I Cnflict Vol: 3088 xxxx 864 xxxx xxxx xxxxx xxxx xxxx xxxxx 1727 XXXX xxxxx Potent Cap.: 11 XXXX 505 xxxx xxxx xxxxx XXXX XXXX xxxxx 203 xxxx xxxxx Adj Cap: 0 .39 xxxx 1. 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx ~~'::_~~~:~--I---~-~---~~~I I~-~-~I I~-~-~I I-=~:-~-~II Level Of Service Module: Stopped Del:33016 xxxx 7.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 6 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * * * * * * ApproachDel: xxxxxx 0.0 0.0 23 1. 0.0 23 4 o 27 1. 00 0.95 28 o 28 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 o 1. 00 o o o o 1. 00 0.95 o o o 1450 1. 00 1450 108 o 1558 1. 00 0.95 1640 o 1640 83 1. 00 83 o o 83 1. 00 0.95 87 o 87 15 1. 00 15 5 o 20 1. 00 0.95 21 o 21 1194 1. 00 1194 120 o 1314 1.00 0.95 1383 o 1383 19.8 xxxx C * LT - LTR XXXX xxxx xxxxx xxxx * * o 1. 00 o o o o .1. 00 0.95 o o o ~I I I I I - RT xxxxx xxxxx * Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 0.3 I MITIG8 -------------------------------------------------------------------------------- I I I Average Delay (sec/veh): 0 . 8 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R I c;~~~~i ~ - n -1- - ~~~;~~~~ii~d -11-- ~~~;~~~;ii~d -11- n ~~;~ - ~i~ n -lln - ~~;~ - ~i~~ ---I Rights: Include Include Include Include I ~~~:~~------I-=--~--=--~--~-I I-~--~--~--=--~-I I-=--~--~--~--=-I I-~--~--~--~--~-I Volume Module: Base Vol: 0 202 I Growth Adj: 1.00 1.00 Initial Bse: 0 202 Added Vol: 51 0 PasserByVol: 0 0 I Initial Fut: 51 202 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 54 213 I Reduct Vol: 0 0 Final Vol.: 54 213 Adjusted Volume Module: I Grade: O~ O~ O~ O~ ~ Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ~ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj vol.: 59 213 0 0 62 3 3 0 47 0 0 0 Critical Gap Module: I MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Cri tical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: I Cnflict Vol: 65 xxxx xxxxx xxxx xxxx xxxxx 330 xxxx 64 xxxx xxxx xxxxx Potent Cap.: 1596 xxxx xxxxx xxxx xxxx xxxxx 682 xxxx 1285 xxxx xxxx xxxxx Adj Cap: 1.00 xxxx xxxxx xxxx xxxx xxxxx 0.96 xxxx 1.00 xxxx xxxx xxxxx Move Cap.: 1596 xxxx xxxxx xxxx xxxx xxxxx 657 xxxx 1285 xxxx xxxx xxxxx I~~~~i-of-~~~.t;~-~;d~i~~--nll-----------u--II-n-n----n-nllun-----n____1 Stopped Del: 2 .3 xxxx xxxxx xxxxx xxxx xxxxx 5.5 xxxx 2.9 xxxxx xxxx xxxxx I 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 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Shared LOS: * * * * * * * * * * * * ApproachDel : 0 . 5 0 . 0 3 . 1 0 . 0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach F~i Jul 3, 1998 16:19:13 98 .259 Patton Station Year 2015 With Project AM Peak Hour Page :- ~ , ,~ -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Central Ave. (NS) / Project Entrance (EW) ******************************************************************************** o 1. 00 o o o o 1. 00 0.95 o o o I I I o 1. 00 o o o o 1. 00 0.95 o o o 59 1. 00 59 o o 59 1.00 0.95 62 o 62 o 1. 00 o 3 o 3 1. 00 0.95 3 o 3 o 1. 00 o 3 o 3 1.00 0.95 3 o 3 o 1. 00 o o o o 1. 00 0.95 o o o o 1. 00 o 41 o 41 1.00 0.95 43 o 43 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 I MITIG8 Fri Jul 3, 1998 16:19:41 Page 1-: --------~---------------------------------------------------------- hnn______ as .25:1 Patton Station I Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------. Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #38 Central Ave. (NS) / Project Entrance (EW) *******************************************************************************1 Average Delay (sec/veh): 1.3 Worst Case Level Of Service: ******************************************************************************** ~~~;;;~~~---I-~~:~:~~::~~~~-I I-~~:~:~~::~~~~-I I-~-~~::~::~~~~-I I-~-~~::~::~~~~-_ Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include. ~~~:~ ~ - - - - - - I - = - - ~ - - = - - ~ - - ~ - II - ~ - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - ~ - - = - II - ~ - - ~ - - ~ - - ~ _ _ ~ _ ~ Volume Module: Base Vol: 0 99 Growth Adj: 1.00 1.00 Initial Bse: 0 99 Added Vol: 75 0 PasserByvol: 0 0 Initial Fut: 75 99 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 79 104 Reduct Vol: 0 0 Final Vol.: 79 104 Adjusted Volume Module: I Grade: 0\ 0\ 0\ 0\ .\ Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx \ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 87 104 0 0 103 5 5 0 78 0 0 0 Critical Gap Module: I MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 .6 xxxxx xxxx xxxxx Cri tical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I-----------~---I Capacity Module: I Cnflict Vol: 108 xxxx xxxxx xxxx xxxx xxxxx 289 xxxx 106 xxxx xxxx xxxxx Potent Cap.: 1522 xxxx xxxxx xxxx xxxx xxxxx . 720 xxxx 1224 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 94 xxxx 1 . 00 xxxx xxxx XXXXX I ~~~:_:~~:~--I=:==-~-~I I~-~-~I I-~~:-~--==~~I I~-~_~I Level Of Service Module: Stopped Del: 2.5 xxxx xxxxx xxxxx xxxx xxxxx 5.3 xxxx 3 .1 xxxxx xxxx xxxxx I LOS by Move: A * * * * * B * A * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I Shared 'LOS: * * * * * * * * * ApproachDel: 1.1 0.0 3.2 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 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 98 1. 00 98 o o 98 1. 00 0.95 103 o 103 o 1. 00 o 5 o 5 1. 00 0.95 5 o 5 o 1. 00 o 4 o 4 1.00 0.95 4 o 4 o 1. 00 o o o o 1. 00 0.95 o o o o 1. 00 o 67 Q 67 1.00 0.95 71 o 71 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 LT - LTR xxxx xxxx xxxxx xxxx * * 1. o~ I o o ~I 1. 00 0.9g I o - RT xxxxx xxxxx * I I Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** I Average Delay (sec/veh): 3.3 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound I ;;~~~;i~:---I-~-s~;~:si~-~-I I-~-s~;~:si~-~-I I-~~~~;~~~;ii~~-I I-~~~~;~~~;ii~~-I Rights: Include Include Include Include I ~~~: ~ ~ -- n -- I - ~ - - = n ~ -- ~ n = - 1 I - ~ -- = -- ~ - - ~ n = _ I I _ = _ _ ~ _ _ ~ n = n ~ _ II _ = -- ~ n ~ _ _ = _ _ ~ _ I Volume Module: Base Vol: 80 25 I Growth Adj: 1.00 1.00 Initial Bse: 80 25 Added Vol: 0 17 PasserByVol: 0 0 I Initial Fut: 80 42 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 84 44 I Reduct Vol: 0 0 Final Vol.: 84 44 Adjusted Volume Module: I Grade: 0% % Cycle/Cars: xxxx xxxx % Truck/Comb: xxxx xxxx PCE Adj: 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx Trck/Cmb PCE: xxxx xxxx Adj vol.: 93 49 64 Critical Gap Module: I Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx Cr~t~cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx xxxxx 5.0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1------------___1 I Capacity Module: Cnflict Vol: 527 569 179 555 511 217 282 xxxx xxxxx 186 xxxx xxxxx Potent Cap.: 524 549 1123 505 589 1075 1258 xxxx XXXXX 1397 xxxx XXXXX Adj Cap: 0.87 0.91 1.00 0.81 0.91 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX I ~~~:-~~~::--I-~=~--=~~--===: II-~==--=:~--=~~= II ===~-~-~II =::~-~-~I Level Of Service Module: Stopped Del: 9.7 7.9 3.4 10.7 7.2 3.4 3.0 xxxx XXXXX 2.6 xxxx XXXXX I LOS by Move: * * A * * A A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 470 xxxx XXXXX 444 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX Shrd StpDel: 10.5 xxxx XXXXX 10.7 xxxx XXXXX XXXXX xxxx XXXXX XXXXX xxxx XXXXX I Shared LOS: C * * C * * * * * * * * ApproachDel: 7.3 8.9 0 . 9 0 .3 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3, 1998 16:15:32 Page :_: -- ___n_un ---913-- =-ZS9n-- ----~~~~~~-s~~~i;~-- - --- - -- -- ---c - - - - - - - - - - - - - - - - - -- Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- 55 1. 00 55 o o 55 1. 00 0.95 58 o 58 I I I 49 1. 00 49 22 o 71 1. 00 0.95 75 o 75 19 1. 00 19 14 o 33 1. 00 0.95 35 o 35 6 1. 00 6 6 o 12 1. 00 0.95 13 o 13 0% xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx 82 38 14 61 1. 00 61 7 o 68 1. 00 0.95 72 o 72 164 1. 00 164 o o 164 1. 00 0.95 173 o 173 13 1. 00 13 o o 13 1.00 0.95 14 o 14 0% xxxx xxxx xxxx xxxx 1.10 1.00 1.00 xxxx xxxx xxxx xxxx 79 173 14 34 1. 00 34 o o 34 1. 00 0.95 36 o 36 144 1. 00 144 o o 144 1.00 0.95 152 o 152 97 1. 00 97 27 o 124 1. 00 0.95 131 o 131 0% xxxx xxxx xxxx xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx xxxx 39 152 131 MITIG8 Fri Jul 3, 1998 16:16:55 page:-: I - - - - - - ~ - - - - I 98 .258 --------------------------------------------------------------------- .patton Station Year 2015 With Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************* Intersection #39 Central Ave. (NS) / Pacific St. (EW) *******************************************************************************1 Average Delay (sec/veh): 5.0 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound ~~~:~:~= : - - - I - ~ - - = - - ~ - - = - - ~ - II - ~ - - = - - ~ - - = - - ~ - II - ~ - - = - - ~ - - = - - ~ - I I - ~ - - = - - ~ - - = - - ~ -I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include. ~~~:~~------I-~--=--~--~--=-II-~--=--~--~--=-II-=--~--~--=--~-II-=--~--~--=--~- ~ Volume Module: Base Vol: 105 23 Growth Adj: 1.00 1.00 Initial Bse: 105 23 Added Vol: 0 25 passerByVol: 0 0 Initial Fut: 105 48 User Adj: 1.00 1.00 PHF Adj: 0.95 0.95 PHF Volume: 111 51 Reduct Vol: 0 0 Final Vol.: 111 51 Adjusted Volume Module: Grade: 0' 0' 0' 0' , Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx It Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.001 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 122 56 189 137 49 28 49 211 54 66 136 104 Critical Gap Module: I Mo~e~p Time: 3.4 3.3 2.6 3.4 3.3 2.6 2.1 xxxx xxxxx 2.1 xxxx xxxxx Cr1t1cal Gp: 6.5 6.0 5.5 6.5 6.0 5.5 5.0 xxxx XXXXX 5.0 xxxx XXXXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: . Cnflict Vol: 564 582 237 641 556 188 240 xxxx XXXXX 264 xxxx XXXXX Potent Cap.: 499 540 1050 451 557 1112 1317 xxxx XXXXX 1283 xxxx XXXXX Adj Cap: 0.84 0.91 1.00 0.70 0.91 1.00 1.00 xxxx XXXXX 1.00 xxxx XXXXX. ~~~:_~~~::h I-~==--~~~--=~~~ II-:=~--~~~--==== II =:=~-~-~II ==~:_~_~~ Level Of Service Module: Stopped Del: 11.6 8.1 4.1 18.7 7.7 3.3 LOS by Move: * * A * * A Movement: LT - LTR - RT LT - LTR - RT Shared Cap.: 442 xxxx xxxxx 351 xxxx xxxxx Shrd StpDel: 12.8 xxxx XXXXX 19.6 xxxx xxxxx Shared LOS: C * * C * * ApproachDel: 7.2 14.2 163 1. 00 163 o o 163 1. 00 0.95 172 o 172 82 1. 00 82 36 o 118 1. 00 0.95 124 o 124 20 1. 00 20 22 o 42 1. 00 0.95 44 o 44 15 1. 00 15 9 o 24 1. 00 0.95 25 o 25 32 1.00 32 10 o 42 1. 00 0.95 44 o 44 200 1. 00 200 o o 200 1. 00 0.95 211 o 211 51 1. 00 51 o o 51 1. 00 0.95 54 o 54 XXXXX * - RT XXXXX XXXXX * 57 1. 00 57 o o 57 1. 00 0.95 60 o 60 129 1. 00 129 o o 129 1. 00 0.95 136 o 136 59' 1. 00 59 40 9~1 1. 00 0.951 104 o 104 I 71 xxxxx ~I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II 2.8 xxxx A * LT - LTR xxxx xxxx XXXXX xxxx * * 0.4 2.9 xxxx A * LT - LTR xxxx xxxx XXXXX xxxx * * 0.6 I I I MITIG8 ----------------------------------------------------------------------------~~-- I I I Cycle (sec): 65 Critical Vol. /Cap. (X): 0 .484 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 7.3 Optimal Cycle: 65 Level Of Service: B I ******************************************************************************** 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ';;i~~~-~;d~it---nn---n-:-Ilnn-nn----nll--n----n-nnll-n-n--n___nl Base Vol: 100 181 34 300 204 138 76 585 47 69 723 209 I Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 181 34 300 204 138 76 585 47 69 723 209 Added Vol: . 0 0 0 0 0 7 6 63 0 0 79 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 181 34 300 204 145 82 648 47 69 802 209 I User A~j: 1.00 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: 105 191 36 316 215 153 86 682 49 73 844 220 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 105 191 36 316 215 153 86 682 49 73 844 220 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~:-~~~:~_I-=~=n=:=--n:~ 11-:=~n===n-==: 11__~~--~~=--n~: Iln~:n~~~n-==~ I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.9'4 1.00 1.00 Lanes: 1.00 0.84 0.16 1.00 0.58 0.42 1.00 1.87 0.13 1.00 2.00 1.00 Final Sat.: 1700 1515 285 1700 1052 748 1700 3359 241 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 'Capacity Analysis Module: Vol/Sat: 0.06 0.13 0.13 0.19 0.20 0.20 0.05 0.20 0.20 0.04 0.23 0.12 Crit Moves: **** **** 'Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.48 0.48 0.48 0.48 0.48 0.48 ~~~~~:~~~~:-I ~:==-~::~--~::~ II ~:~~_~:~~n~:~~ II ~:=~-~:~=--~:~= II ~:~:-~:~~--~:== I Level Of Service Module: IDelay/veh: 7.6 8.2 8.2 9.0 9.3 9.3 5.4 6.6 6.6 5.4 6.9 5.9 Us~r 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: 7.6 8.2 8.2 9.0 9.3 9.3 5.4 6.6 6.6 5.4 6.9 5.9 Queue: 1 2 0 4 3 2 1 8 1 1 10 2 1******************************************************************************** Fri Jul 3, 1998 16:37:44 Page :-: :) 8 .259 Patton Station Year 2015 With project AM Peak Hour --------------------------------------------------------------.------------------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I 1 n" .;0 .259 Patton Station Year 2015 With Project PM Peak Hour Page:-: I I MITIG8 Fri Jul 3, 1998 16:17:03 ---------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #9 Orange St. (NS) / Highland Ave. (EW) **********************************~********************************************1 Cycle (sec): 60 Critical Vol. /Cap. (X): 0.594 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.7 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~~~:~ ~ - - - - - - I - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - - = - II Volume Module: Base Vol: 91 47 71 155 50 72 189 1227 170 67 928 266 Growth Adj: 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 Initial Bse: 91 47 71 155 50 72 189 1227 170 67 928 266 Added Vol: 0 0 0 0 0 10 9 103 0 0 115 0 passerByvol: 0 0 0 0 6 0 0 0 0 0 0 0 Initial Fut: 91 47 71 155 50 82 198 1330 170 67 1043 266 I User Adj: 1.00 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: 96 49 75 163 53 86 208 1400 179 71 1098 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 96 49 75 163 53 86 208 1400 179 71 1098 280 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~::-I--~~---~~-n-~= 11_=~:_n=:____~~ 11_=~~_=~~~u_=~~ 11__~=_=~~~n_=~~ I Saturat~on Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.40 0.60 1.00 0.38 0.62 1.00 1.77 0.23 1.00 2.00 1.00 Final Sat.: 1700 711 1089 1700 686 1114 1700 3192 408 1700 3600 1800 c~;~~i~;-~~1;;i;-~;d~i~~-nll--------un-nllun-----------II-_unu____u_11 VOl/Sat: 0.06 0.07 0.07 0.10 0.08 0.08 0.12 0.44 0.44 0.04 0.30 0.16 Crit Moves: **** **** Green/CyCle: 0.33 0.33 0.33 0.33 0.33 0.33 0.57 0.57 0.57 0.57 0.57 0.57 I VOlume/Cap: 0.17 0.21 0.21 0.29 0.23 0.23 0.22 0.77 0.77 0.07 0.54 0.27 ------------I~--------------I 1---------------1 1---------------1 1---------------1 Level Of Serv~ce Module: Delay/Veh: 10.3 10.4 10.4 10.8 10.6 10.6 3.2 6.0 6.0 2.9 4.2 3.3 I 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 10.4 10.4 10.8 10.6 10.6 3.2 6.0 6.0 2.9 4.2 3.3 Queue: 1 1 1 2 1 1 2 19 3 1 12 2 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 98 .259 Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I Page:-~ I -------------------------------------------------------------------------------- I -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.766 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 120 Level Of Service: D t ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~----I---~~;~~~~~d---I I---~~~~~~~~d---I I---~~;~~~~~d---I I---~~;~~~~~d---II Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 ~~~:~ ~ - - - - - - I - = - - ~ - - = - - ~ - - = - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - _ = _ II Volume Module: Base Vol: 251 232 216 119 152 202 184 963 251 157 797 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 I Initial Bse: 251 232 216 119 152 202 184 963 251 157 797 91 Added Vol: 10 0 0 0 0 10 9 85 9 0 95 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 232 216 119 152 212 193 1048 260 157 892 91 I User Adj: 1.00 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: 275 244 227 125 160 223 203 1103 274 165 939 96 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 275 244 227 125 160 223 203 1103 274 165 939 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 MLF AdJ: 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 Final Vol.: 275 244. 227 125 160 223 203 1103 274 165 939 96 s~~~~~~i;~-;1;~-;;;d~i~~--n-ll-n--n-n-n--I'nn--n-------11h_________n__1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 l.OO Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.60 0.40 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1800 1800 1700 2884 716 1700 3600 1800 c~~~~i~; - ~~1;~i~ - ;;;d~i~ ~ -- -11- - - - h -- - - -- -- -11- n - - n - n - - n -11- h - -- -- _ -- _ _ -- 'I VOl/Sat: 0.09 0.14 0.13 0.07 0.09 0.12 0.12 0.38 0.38 0.10 0.26 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.19 0.19 0.09 0.17 0.17 0.20 0.50 0.50 0.13 0.43 0.43 I VOlume/Cap: 0.77 0.73 0.68 0.79 0.53 0.74 0.61 0.77 0.77 0.77 0.61 0.13 ------------1---------------1 1---------------1 1---------------1 1-------________1 Level Of Service Module: I Delay/veh:. 48.6 41.4 39.7 57.5 37.8 41.8 37.2 15.6 15.6 50.5 17.9 13.7 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: 48.6 41.4 39.7 57.5 37.8 41.8 37.2 15.6 15.6 50.5 17.9 13.7 Queue: 10 8 8 5 5 8 6 31 8 6 25 2 I ******************************************************************************** MITIG8 Fri Jul 3, 1998 16:17:07 n 259 Patton Station Year 2015 With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 1 I I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 II ;;i~~~-~~d~il~--------------I 1---------------1 1---------------1 1---------------1 Base Vol: 324 167 53 118 187 161 122 203 432 215 690 259 I Growth Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 L 00 1. 00 1. 00 1. 00 1. 00 Initial Bse: 324 167 53 118 187 161 122 203 432 215 690 259 Added Vol: 31 0 0 0 0 0 0 19 25 0 24 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 355 167 53 118 187 161 122 222 457 215 714 259 User Adj: 1.00 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: 374 176 56 124 197 169 128 234 481 226 752 273 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 374 176 56 124 197 169 128 234 481 226 752 273 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~::-I-:~~--=~~----~~ II-==~--=:~---=~: II-==~--=:~---~~=II-==~--~~=---=~: I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.52 0.48 1.00 1.08 0.92 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2731 869 1700 1938 1662 1700 3600 1800 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 'capacity Analysis Module: Vol/Sat: 0.22 0.06 0.06 0.07 0.10 0.10 0.08 0.07 0.27 0.13 0.21 0.15 Crit Moves: **** **** **** **** ,Green/CYCle: 0.25 0.32 0.32 0.13 0.21 0.21 0.08 0.30 0.30 0.15 0.36 0.49 ~~~~~:~~~~:-I ~::~-~:=~--~:=~ II ~:~~-~:~:--~~~: II ~::~-~:==--~~:~ II ~::~-~:~~--~::= I Level Of Service Module: IDelay/veh: 46.3 21.5 21.5 42.6 33.7 33.7 74.0 23.7 40.3 59.1 22.1 10.8 Us~r 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: 46.321.5 21.5 42.633.7 33.7 74.023.7 40.3 59.122.1 10.8 Queue: 14 4 1 4 6 5 6 6 18 9 20 5 1******************************************************************************** Fri Jul 3, 1998 16:16:08 Page :-.:.. --------------------------- - - - - - -- n ., . Patton Station .259 Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Cycle (sec): 120 Critical Vol. /Cap. (X): 0 . 802 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 33.6 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I , I MITIG8 page:-: I -------------------------------------------------------------------------------- I Fri Jul 3, 1998 16:17:15 as -259 Patton Station Year 2015 With Project PM Peak Hour ------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) *******************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.928 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 47.5 Optimal Cycle: 120 Level Of Service: E *******************************************************************************1 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 I Rights: Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 ~~~:~:__n__I-=--~--=--=--~-II-=--~--=--=--~-II-=__~--=--~--=-II_=__~__=__~__=_I Volume Module: Base Vol: 339 217 75 144 170 205 169 388 439 319 483 278 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 Initial Bse: 339 217 75 144 170 205 169 388 439 319 483 278 Added Vol: -45 0 0 0 0 0 0 31 40 0 35 0 PasserByVol: 0 . 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 384 217 75 144 170 205 169 419 479 319 518 2781 User Adj: 1.00 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: 404 228 79 152 179 216 178 441 504 336 545 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 404 228 79 152 179 216 178 441 504 336 545 293 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ: 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-~~~--==~n--~= II-=:=__=~=_n==~ II-=~~--~~=---:~~ II_::~__:~:___=== ~ Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 18001 Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2674 926 1700 1800 1800 1700 3600 1800 1700 3600 1800 c~;~~i~;-~~1;~i~-~;d~i~~---II-------------nll-n--------h--II---_n______n_11 Vol/Sat: 0.24 0.09 0.09 0.09 0.10 0.12 0.10 0.12 0.28 0.20 0.15 0.16 Crit Moves: **** **** **** **** Green/CYCle: 0.23 0.21 0.21 0.23 0.21 0.21 0.29 0.27 0.27 0.19 0.17 0.401 VOlume/Cap: 1.03 0.41 0.41 0.39 0.48 0.58 0.36 0.45 1.03 1.03 0.87 0.40 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 76.3 32.9 32.9 31.0 33.6 34.7 26.0 28.0 70.0 82.1 45.7 17.3 I 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: 76.3 32.9 32.9 31.0 33.6 34.7 26.0 28.0 70.0 82.1 45.7 17.3 Queue: 20 7 2 4 5 7 5 12 24 17 20 7J1 *******************************************************************************11 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I I I I I I I I I I I I I I I I I I I 98 ,'259 , , APPENDIX K YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) I I I I I I I I I I I I I I I I I I I Fri Jul 3, 1998 16:13:53 Page 1-: 98 , - Patton Station .2:.>9 Year 2015 with Project AM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I ------------------------------------------------------------------------------- Fri Jul 3, 1998 16:16:21 Paoe 1-' I - - MITIG8 as .259' . Patton Station Year 2015 With Project PM Peak Hour I I ------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future volume Alternative) ******************************************************************************** Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) I ******************************************************************************* Cycle (sec): 80 Critical vol. /Cap. (X): 0.885 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.2 Optimal Cycle: 80 Level Of Service: C I ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T _ R c~~~~;i~----I----~~~i~~~d--II----~~~i~~~d--Ilh--~~~i~~~d--II----~~~i~~~d--I Rights: Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 ~~~:~~-uu-I-~--~--~--~--~_II_=__~u~__~__=_II_~__~u~u~__~-11-~__~u=__~__~_1 Volume Module: Base Vol: 0 0 0 1293 0 217 0 1200 0 0 942 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1-.00 1.00 1.00 1.00 1.0001 Initial Bse: 0 0 0 1293 0 0 0 1200 0 0 942 Added Vol: 0 0 0 95 0 0 0 40 0 0 36 0 PaSserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: O. 0 0 1388 0 0 0 1240 0 0 978 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.0g - PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF volume: 0 0 0 1461 0 0 0 1305 0 0 1029 00 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1461 0 0 0 1305 0 0 1029 0 PCE Ad~: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF AdJ: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 I Final Vol.: 0 0 0 1461 0 0 0 1305 0 0 1029 0 s~~~~~~i;~-;i;;-M;d~i~~---hll-hh----------Ilh--h-hhuhll____uu____h_1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 2.00 0.00 0.00 2.00 0.00 ~~~~~-~~::~-I---~----~-----~ II :~~~_U_~h=~~~ II-h~_:~~~___h~ II---~-:~~~_h__~ II Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.46 0.00 0.00 0.00 0.36 0.00 0.00 0.29 0.00 Crit Moves: **** **** I Green/Cycle: 0.00 0.00 0.00 0.52 0.00 0.00 0.00 0.41 0.00 0.00 0.41 0.00 VOlume/cap: 0.00 0.00 0.00 0.89 0.00 0.00 0.00 0.89 0.00 0.00 0.70 0.00 ------------1---------------11---------------11-------________11_______________1 Level Of Service Module: I Delay/veh:. 0.0 0.0 0.0 13.2 0.0 0.0 0.0 18.5 0.0 0.0 13.9 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 13.2 0.0 0.0 0.0 18.5 0.0 0.0 13.9 0.0 Queue: 0 0 0 32 0 0 0 29 0 0 19 0 I *********************,*********************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I ~~:~~~_____________________~:~_~~~_=~_=~~~_=~:~~~~~__________________~~~~_:=:___ I I Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ******************************************************************************** I I 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 I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 2 0 0 1 0 1 0 1 1 0 2 0 2 0 1 2 0 2 1 0 I ;~i~~~-~;d~it-n-n--n--~-II--nh----n-nll-n------nn__II----__-h__n__1 Base Vol: 407 194 114 41 444 420 101 881 472 225 1201 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 I Initial Bse: 407 194 114 41 444 420 101 881 472 225 1201 174 Added Vol: 0 0 3 7 0 0 0 93 0 6 74 6 PasserByvol: 0 . 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 407 194 117 48 444 420 101 974 472 231 1275 180 User Adj: 1.00 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: 428 204 123 51 467 442 106 1025 497 243 1342 189 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 428 204 123 51 467 442 106 1025 497 243 1342 189 - PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~::-I-~=~--=~~n-==: Iln==n~~~n_~~= II-=~~-=~==---~~~ II-=~:-=:~=---=~~ I Saturat~on Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.89 1.00 1.00 Lanes: 2.00 0.62 0.38 1.00 1.03 0.97 2.00 2.00 1.00 2.00 2.63 0.37 Final Sat.: 3200 1123 677 1700 1850 1750 3200 3600 1800 3200 4733 667 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Capacity Analysis Module: Vol/Sat: 0.13 0.18 0.18 0.03 0.25 0.25 0.03 0.28 0.28 0.08 0.28 0.28 Crit Moves: **** **** **** **** 'Green/CYCle: 0.16 0.34 0.34 0.13 0.30 0.30 0.08 0.34 0.34 0.09 0.35 0.35 ~~~~~:~~~~:-I ~:~:_~:=:n~:=: II ~:=~_~:~:n~:~: II ~~~~-~:~:--~:~~ II ~:~:-~:~=--~:~= I Level Of Service Module: IDelay/veh: 45.8 23.7 23.7 39.4 32.0 32.0 44.6 28.8 29.9 54.9 26.7 26.7 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: 45.8 23.7 23.7 39.4 32.0 32.0 44.6 28.8 29.9 54.9 26.7 26.7 Queue: 15 6 3 2 16 15 3 33 16 9 42 7 1******************************************************************************** 98 .259 Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:49:30 Page l-: I I ---------------------------------------------------------------------------- n~ .J (j -259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.913 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 35.0 Optimal Cycle: 120 Level Of Service: D *******************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes: 2 0 0 1 0 1 0 1 1 0 2 0 2 0 1 2 0 2 1 0 ;;i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - - II - - - - - - - - - - - - - - - II Base Vol: 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj: 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 Initial Bse: 236 140 60 119 300 184 407 1607 584 274 1680 253 Added Vol: 0 0 5 10 0 0 0 134 0 9 121 9 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 236 140 65 129 300 184 407 1741 584 283 1801 262 I User Adj: 1.00 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: 248 147 68 136 316 194 428 1833 615 298 1896 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 248 147 68 136 316 194 428 1833 615 298 1896 276_ PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~:~-I-=~~--=~~--n~~ II-=:~u:=~_n==~ II-~=~_=~::_u~=: II-==~_:~=~n_=~~ I Saturat10n F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1 Adjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.89 1.00 1.00 0.89 1.00 1.00 Lanes: 2.00 0.68 0.32 1.00 1.24 0.76 2.00 2.00 1.00 2.00 2.62 0.38 Final Sat.: 3200 1231 569 1700 2231 1369 3200 3600 1800 3200 4714 686 c~;~~i~;-~~i;~i~-~;d~i~~---II--------n-n--II-_n--n-n-n-IInun_________'1 VOl/Sat: 0.08 0.12 0.12 0.08 0.14 0.14 0.13 0.51 0.34 0.09 0.40 0.40 Crit Moves: **** **** **** **** Green/CYCle: 0.08 0.23 0.23 0.08 0.23 0.23 0.15 0.50 0.50 0.09 0.44 0.44 I VOlume/Cap: 0.93 0.53 0.53 0.96 0.63 0.63 0.91 1.02 0.68 1.02 0.91 0.91 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 68.2 33.1 33.1 86.0 34.0 34.0 53.4 35.8 14.4 86.0 23.0 23.0 I 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: 68.2 33.1 33.1 86.0 34.0 34.0 53.4 35.8 14.4 86.0 23.0 23.0 Queue: 11 4 2 7 10 6 17 76 16 15 62 11 ********************************************************************************1 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:14:14 Page 1-: --------------9tf--~T-n------------------------------------------_______________ _ - G J '- Patton Station _ , ' Year 2015 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** 0\ xxxx xxxx xxxx xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx xxxx 405 686 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 0\ xxxx xxxx xxxx xxxx 1.10 1.10 1.10 xxxx xxxx xxxx xxxx o 0 o o o r ....., ~j() .259 Patton Station Year 2015 With Project PM Peak Hour Page 1-: I ----------------- I MITIG8 Fri Jul 3, 1998 16:16:28 --------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************* . Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) *******************************************************************************1 Average Delay (sec/veh): 8.3 Worst Case Level Of Service: ******************************************************************************* Approach: North Bound South Bound East Bound West Bound ~~'::~:~::---I-~--:--:_-:--~-II-~--:--:--:--~-II-~--:--:__:--~-II-~__:--:__:--~-II Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include ~~~:~ ~ - - - - - - I - ~ - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - - ~ - II - ~ - - ~ - - ~ - - ~ - - ~ - II - ~ - - ~ _ _ ~ _ _ ~ _ _ ~ _ II Volume Module: Base Vol: 0 416 120 659 733 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 I Initial Bse: 0 416 120 659 733 0 0 0 0 0 0 0 Added Vol: 0 5 0 4 4 0 0 0 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 0 421 120 663 737 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: 0 443 126 698 776 0 0 0 0 0 0 0 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 443 126 698 776 0 0 0 0 0 0 0 Adjusted Volume Module: I Grade: 0% 0% 0% 0% % Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 I Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 443 126 768 776 0 0 0 0 0 0 0 Critical Gap Module: I MoveUp Time: xxxxx xxxx XXXXX 2 . 1 xxxx xxxxx xxxxx xxxx XXXXX XXXXX xxxx XXXXX Cri tical Gp: xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module: I Cnflict Vol: xxxx xxxx xxxxx 569 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 848 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx XXXXX 1.00 xxxx XXXXX xxxx xxxx XXXXX xxxx xxxx XXXXX ~~'::_~~~::--I~-~-~I I-~~~-~-~I I~-~-~I I~-~-~II Level Of Service Module: Stopped Del:xxxxx xxxx XXXXX LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: 0.0 Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 22 .9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I D * * * * * * * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx _ xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I * * * * * * * * * I I I 11.4 0.0 0.0 I MITIG8 -------------------------------------------------------------------------------- I I 'I-I Cycle (sec): 120 Critical VoL/Cap. (X): 0.694 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 19.1 Optimal Cycle: 120 Level Of Service: C I ******************************************************************************** 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--------c------I 1---------------1 1---------------1 I Control: prot+permit Permitted prot+permit Permitted Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes: 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ;~i~~~-~;d~itn-----nnn-Iln-n----nn--II-----n---nn-Iln---n---n_nl Base Vol: 498 36 260 25 0 25 17 1115 0 0 1501 20 I Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 Added Vol: 0 0 3 0 0 0 0 103 0 0 85 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 498 36 263 25 0 25 17 1218 0 0 1586 20 I User A~j: 1.00 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: 524 38 277 26 0 26 18 1282 0 0 1669 21 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 524 38 277 26 0 26 18 1282 0 0 1669 21 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-~~~:~_I-~=~-n=~---=~~ Iln=~____~n__=~ 11__=~-==~=__n-~ Iln-~_=~~:--n==1 Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: xxxx 1.00 1.00 0.94 1.00 1.00 xxxx 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.12 0.88 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.98 0.02 Final Sat.: XXXX 217 1583 1700 0 1800 XXXX 3600 0 0 3555 45 ------------1---------------1 1---------------11---------------11---------------1 I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.17 0.02 0.00 0.01 0.00 0.36 0.00 0.00 0.47 0.47 Crit Moves: **** **** **** **** IIGreen/cycle: 0.36 0.36 0.36 0.18 0.00 0.18 0.59 0.59 0.00 0.00 0.51 0.51 ~~~~~:~~~~:-I ~:~~-~:~:--~:~: II ~:~~-~:~~--~:~~ II ~:~~-~:~~--~:~~ II ~:~~-~:::--~::: I Level Of Service Module: I Delay/veh: 39.3 21.5 21.5 32.9 0.0 32.8 29.3 7.4 0.0 0.0 20.8 20.8 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: 39.3 21.5 21.5 32.9 0.0 32.8 29.3 7.4 0.0 0.0 20.8 20.8 Queue: 20 1 7 1 0 1 1 27 0 0 56 2 1******************************************************************************** Fri Jul 3, 1998 16:57:33 Page 1-: 98 .25-9 .patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:57:05 Page l-: I I --------------------------------------------------------------------------- ~s ,259 Patton Station Year 2015 With Project PM Peak Hour --------------------------------------------------------------"------------------ Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 120 Critical vol. /Cap. (X): 0 .788 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (~ec/veh): 31.2 Optimal Cycle: 120 Level Of Service: D ********************************************************************************1 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 Permitted prot+permit Permitted I Rights: Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 ~~~:~ ~ - - - - - - I - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - ~ - - = - II - = - - ~ - - = - - ~ - - ~ - II - ~ - - ~ - - = - - = - - ~ - II Volume Module: Base Vol: 513 23 240 21 0 24 31 1750 0 0 1745 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 I Initial Bse~ 513 23 240 21 0 24 31 1750 0 0 1745 24 Added Vol: . 0 0 5 0 0 0 0 149 0 0 13 9 0 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 513 23 245 21 0 24 31 1899 0 0 1884 24 I User Adj: 1.00 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: 540 24 258 22 0 25 33 1999 0 0 1983 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 540 24 258 22 0 25 33 1999 0 0 1983 25 PCE 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 MLF AdJ: 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 :~~~~-~~~::-I-~~~---=~---=~~ 11__==n__~n__=~ II--::_=:::__n_~ II---~-=:~:----=: I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 18QO 1800 1800 I Adjustment: XXXX 1.00 1.00 0.94 1.00 1.00 xxxx 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 0.09 0.91 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.98 0.02 Final Sat.: xxxx 153 1647 1700 0 1800 xxxx 3600 0 0 3555 45 c~;~~i~~-~~i~;i;-~;d~i~~n-II--n---n------II-_n------n---II--n_n__n__nl. Vol/Sat: 0.00 0.16 0.16 0.01 0.00 0.01 0.00 0.56 0.00 0.00 0.56 0.56 Crit Moves: **** **** **** **** Green/cycle: 0.34 0.34 0.34 0.18 0.00 0.18 0.61 0.61 0.00 0.00 0.52 0.52 I VOlume/Cap: 0.00 0.46 0.46 0.07 0.00 0.08 0.00 0.91 0.00 0.00 1.06 1.06 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 41.1 22.6 22.6 32.8 0.0 32.8 28.4 12.4 0.0 0.0 48.4 48.4 I 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: 41.1 22.6 22.6 32.8 0.0 32.8 28.4 12.4 0.0 0.0 48.4 48.4 Queue: 27 1 7 1 0 1 1 62 0 0 94 2 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I IMITIG8 Fri Jul 3, 1998 16:14:43 Page l-~ ----------------------------~----------------------------------------------- 98 . 259 Patton Station Year 2015 With Project _ _ I AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ******************************************************************************** Icycle (sec): 120 Critical Vol./Cap. (X): 0.843 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 29.9 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** IAPproach: 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 IControl: prot+permit prot+permit Protected Protected Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 t~~~~i~r~d~it:~:--:::----:~ II--:~--~~:---::~ II--::--~::----:: II-:::-:::~----~~ I Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .~nitial Bse: 170 152 97 64 473 124 38 796 93 100 1057 77 rddedvol: 0 0 48 17 0 0 0106 0 39 85 14 passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 170 152 145 81 473 124 38 902 93 139 1142 91 IPser A~j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IlPHF 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: 179 160 153 85 498 131 40 949 98 146 1202 96 teduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 educed Vol: 179 160 153 85 498 131 40 949 98 146 1202 96 CE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 W~~~~_~~~::_I-=~:--=~~-h=~: II--~~--~:~---=:= II--~~--:~:----:~ II-=~~-=~~=----:~ I ~aturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ldjustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 anes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.81 0.19 1.00 2.00 1.00 inal Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3263 337 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------______1 ~apacity Analysis Module: aI/Sat: 0.00 0.09 0.09 0.00 0.28 0.07 0.02 0.29 0.29 0.09 0.33 0.05 r~t Moves: **** **** **** **** Green/Cycle: 0.42 0.30 0.30 0.46 0.32 0.32 0.08 0.36 0.36 0.11 0.38 0.38 I~~~~::~~~:-I ~:~~-~::~--~:=~ II ~:~~-~:~~--~:=: II ~:=~-~:~=--~:~=II ~:~=-~~~~--~:=~ I Level Of Service Module: felay/veh: 38.9 24.3 24.2 34.6 36.7 22.4 44.0 26.9 26.9 56.7 27.7 16.9 ser 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 djDel/Veh: 38.9 24.3 24.2 34.6 36.7 22.4 44.0 26.9 26.9 56.7 27.7 16.9 Queue: 7 4 4 3 18 3 1 30 4 6 40 2 11******************************************************************************* Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:35 Page :-: I I -------------------------------------------------------------------------------- ~)8 -259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- - Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** ' Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 120 Critical VoL/Cap. (X): 0.982 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 30.9 Optimal Cycle: 120 Level Of Service: D ********************************************************************************1 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 Protected Protected I Rights: Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ~~~:~~------I-=--~--=--~--=-II-=--~--=--~--=-II-=--~--=--=--~-II-=--~--=--~--=-II Volume Module: Base Vol: 70 312 109 85 246 48 111 1502 153 106 1209 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 I Initial Bse: 70 312 109 85 246 48 111 1502 15Y 106 1209 103 Added Vol: 0 0 70 25 0 0 0 154 0 63 139 22 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 312 179 110 246 48 111 1656 153 169 1348 125 I User Adj: 1.00 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: 74 328 188 116 259 51 117 1743 161 178 1419 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 74 328 188 116 259 51 117 1743 161 178 1419 132 PCE 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 MLF AdJ: 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 ~~~~~_:r~~::_I--~:--:=~---=~~ 11-==~--=~:h--~=II-==~-=~::---=~= II-=~~-=~=:---=:= I Saturation F10w Module: Sa~/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I AdJustment: XXXX 1.00 1.00 XXXX 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.83 0.17 1.00 2.00 1.00 Final Sat.: XXXX 1800 1800 XXXX 1800 1800 1700 3296 304 17003600 1800 c~~~;i~;-~~i;~i~-~;d~i~~---II---------------II---------------II---------------1. VOl/Sat: 0.00 0.18 0.10 0.00 0.14 0.03 .0.07 0.53 0.53 0.10 0.39 0.07 Crit Moves: **** **** **** **** Green/CyCle: 0.29 0.18 0.18 0.29 0.18 0.18 0.08 0.53 0.53 0.10 0.55 0.55 I Volume/Cap: 0.00 0.99 0.57 0.00 0.78 0.15 0.83 1.00 1.00 1.00 0.72 0.13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 42.0 71.0 37.4 43.1 44.0 33.3 62.7 29.3 29.3 90.2 11.1 6.8 I 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: 42.0 71.0 37.4 43.1 44.0 33.3 62.7 29.3 29.3 90.2 11.1 6.8 Queue: 3 15 6 5 9 1 5 69 9 9 36 2 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I IMITIG8 Fri Jul 3, 1998 16: 14: 54 page:-: ------------------------------------------------------------------------------- Patton Station Year 2015 With Project AM Peak Hour I -------------------------------------------------------------------------------- 98 .259 Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) , ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) ****************************************************************'**************** ~ycle (sec): 60 Critical Vol. /cap. (X): 0.607 ~oss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** tpproach: North Bound South Bound East Bound West Bound ovement: L - T - R L - T - R L - T - R L - T - R ------------/---------------1 /---------------1 1---------------1 1---------------1 lontrol: Protected Protected Permitted Permitted ights: Include Include Include Include in. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 11 0 0 ,~~~~~:~~d~it:::--:::----:: II-:::--:~~----:: II--::--:~:---::: II--::--:::----~: / Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 368 46 108 277 58 40 270 201 43 143 79 dded Vol: 0 34 0 0 28 8 10 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 402 46 108 305 66 50 270 201 43 143 79 ser A~j: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 HF 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: 121 423 48 114 321 69 53 284 212 45 151 83 'educt Vol: 0 0 0 0 0 0 0 0 0 0 0 0 educed Vol: 121 423 48 114 321 69 53 284 212 45 151 83 CE Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.-00 1.00 MLF Adj: 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-===--~=:----~~ II-==~--:==----~: II--::--=~~---=== II--~:--=:=----~: I aturat10n Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 'djustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - anes: 1.00 0.90 0.10 1.00 0.82 0.18 0.16 0.84 1.00 0.16 0.54 0.30 -inal Sat.: 1700 1617 183 1700 1482 318 283 1517 1800 290 974 535 ------------1---------------1 1---------------1 1---------------1 1---------------1 lapacity Analysis Module: ol/Sat: 0.07 0.26 0.26 0.07 0.22 0.22 0.19 0.19 0.12 0.15 0.15 0.16 Crit Moves: **** **** **** jreen/Cycle: 0.20 0.40 0.40 0.17 0.36 0.36 0.29 0.29 0.29 0.29 0.29 0.29 .~~~~:~~~~~-I ~:::-~:~~--~:~~ II ~:~~-~:~~--~:~~ /1 ~:~~-~~~~--~:~=II ~::~-~::~--~::~ I Level Of Service Module: Elay/veh: 16.7 11.2 11.2 18.6 11.8 11.8 15.9 15.9 13.4 14.5 14.5 14.5 ser 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 jDel/veh: 16.7 11.2 11.2 18.6 11.8 11.8 15.9 15.9 13.4 14.5 14.5 14.5 Queue: 2 6 1 2 5 1 1 5 3 1 2 1 Ir****************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I -----------.------------------------------------------------- Fri Jul 3, 1998 16:16:39 Page 1-: I -- -I MITIG8 . Patton Station Year 2015 With Project PM Peak Hour ------------:::~-~~-~~:~~~~~~:;~~~~i-?~~~~:~i~~~~~;~rg~~~~~~~~;-------------I ******************************************************************************** Intersection #50 Victoria Ave. (NS) / Pacific St. (EW) I ******************************************************************************* Cycle (sec): 60 Critical vol. /Cap. (X): 0.724 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 14.8 Optimal Cycle: 60 Level Of Service: B I ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L _ T _ R c;~~~;i ~ - - - - I - - - ~~;~~;~~d - - - II - - - ~~;~~;~~d - - - // - - - - ~~~i ~ ~~d - - /1 - - - - ~~~i ~ ~~d - -I Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 ~~~:~ ~ - - - - - -1- = - - ~ - - ~ - - = - - ~ -11_ = - - ~ - - ~ _ _ = _ _ ~ _1/_ ~ _ _ = _ _ ~ _ _ ~ _ _ = _11_ ~ _ _ ~ --= ~ _~ _ _ ~ _II Volume Module: Base Vol: 122 315 57 112 465 71 42 157 148 31 253 461 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 Initial Bse: 122 315 57 112 465 71 42 157 148 31 253 46 Added Vol: 0 50 0 0 45 13 15 0 0 0 0 0 PaSSerByVol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 122. 365 57 112 510 84 57 157 148 31 253 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: 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: 128 384 60 118 537 88 60 165 156 33 266 48 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 384 60 118 537 88 60 165 156 33 266 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 I Final Vol.: 128 384 60 118 537 88 60 165 156 33 266 48 ------------i---------------I /---------------/ 1------------___/ /_______________1 ~:~/f~~~n F ~;o~'1~i~' "00 "00 "00 "00 "00 "00 "00 "00 "00 "00 I AdJustment: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.86 0.14 1.00 0.86 0.14 0.27 0.73 1.00 0.09 0.77 0.14 ~~~~~-~~:::-I=~~~-=~~~---~~:I I=~~~-=~~~---=~:I I-~~~-=:=~--=~~~I I-:~=-=:~~---=~:I I Capacity Analysis Module: Vol/Sat: 0.08 0.25 0.25 0.07 0.35 0.35 0.12 0.13 0.09 0.19 0.19 0.19 Crit Moves: **** **** **** I Green/Cycle: 0.17 0.39 0.39 0.21 0.43 0.43 0.25 0.25 0.25 0.25 0.25 0.25 Volume/Cap: 0.45 0.64 0.64 0.32 0.80 0.80 0.50 0.50 0.35 0.77 0.77 0.77 ------------1---------------1 1--------_______/ 1_______________1 1_______________1 Level Of Service Module: I Delay/Veh: 19.0 11.4 11.4 16.0 12.8 12.8 15.6 15.6 14.5 20.5 20.5 20.5 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: 19.0 11.4 11.4 16.0 12.8 12.8 15.6 15.6 14.5 20.5 20.5 20.5 I Queue: 2 6 1 2 9 2 1 2 2 1 5 1 ******************************************************************************** - I I I ~8 .259 --------------- Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Patton Station Year 2015 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:16:43 !J8 .259 Patton Station Year 2015 With Project PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *******************************************************************************~ Intersection #54 Victoria Ave. (NS) / Baseline St. (EW) *******************************************************************************1 Cycle (sec): 69 - Critical Vol. /Cap. (X): 0.697 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 20.1 Optimal Cycle: 69 Level Of Service: C i ******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~----I---~~;~~~~~d---I I---~~;~~~~~d---I I---~~;~~~~~d---I I---~~;~~~~~d---II Rights: Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 ~~~:~~------I-=--~--=--=--~-II-=--~--=--=--~-II-=--~--=--=--~-II_=__~__=__=__~_II Volume Module: Base Vol: 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj: 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 Initial Bse; 128 488 179 147 266 117 155 603 92 52 466 120 Added Vol: 0 25 0 0 22 22 25 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 128 513 179 147 288 139 180 603 92 52 466 120 User Adj: 1.00 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: 135 540 188 155 303 146 189 635 97 55 491 126 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 540 188 155 303 146 189 635 97 55 491 126 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 I Final Vol.: 135 540 188 155 303 146 189 635 97 55 491 126 s~~~;~~i;~-F1;;-~;d~i~~-----II---------------II---------------11---------------1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 - Lanes: 1.00 1.48 0.52 1.00 1.35 0.65 1.00 1.73 0.27 1.00 1.59 0.41 ~~~~~-~~::~-I =~~~-=~~~--_::~ II :~~~_:~::--==~= II =~~~-:==:---~~~ II =~~~_:~~~---~:~ I I Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.20 0.09 0.12 0.12 0.11 0.20 0.20 0.03 0.17 0.17 Crit Moves: ***y **** **** **** I Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.26 0.26 0.14 0.26 0.26 VOlume/Cap: 0.55 0.73 0.73 0.63 0.45 0.45 0.77 0.78 0.78 0.22 0.66 0.66 ~:r:~;i~~i~~~i~;M~~i~;;;:;1 1;;:;-;;:;--;;:;11;;:;-;;:;--;;:;11;;:;-;;::--;;::1 I 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; 24.1 18.8 18.8 25.6 16.0 16.0 30.5 20.5 20.5 21.6 18.4 18.4 Queue: 3 10 4 3 5 2 4 12 3 1 9 3 I ******************************************************************************** I I I Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I MITIG8 Fri Jul 3, 1998 16: 15: 18 . ----------------------------------------------------------------- Page :-: --------------- I 98 .259 Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------------- - Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) **T***************************************************************************** Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) ******************************************************************************** Icycle (sec): 60 Critical VoL/Cap. (X): 0.709 Loss Time (sec): 9 (Y+R = 4 sec) Average Delay (sec/veh): 39.1 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** I 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 I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I;;i~~~-~;d~it-------u-----II----------u---II---------------II-----u-u___n I Base Vol: 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj: 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 Initial Bse: 0 0 0 48 0 69 317 767 0 0 933 175 Added Vol: 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 138 3 66 48 3 69 317 767 172 82 933 175 luser A~j: 1.00 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 3 69 51 3 73 334 807 181 86 982 184 IReduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 145 3 69 51 3 73 334 807 181 86 982 184 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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~~~~~-~~~:~-I-=:~----:----~: II--~=----:_---~: II-==:--~~~---=~=II--~~--:~=---=~: I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ~djustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 ~anes: 0.98 0.02 1.00 0.94 0.06 1.00 1.00 2.00 1.00 1.00 1.68 0.32 Final Sat.: 1764 36 1800 1700 100 1800 1700 3600 1800 1700 3032 '568 ------------1---------------1 1---------------1 1---------------1 1---------------1 lCapacity Analysis Module: lWol/Sat: 0.08 0.08 0.04 0.03 0.03 0.04 -0.20 0.22 0.10 0.05 0.32 0.32 Crit Moves: **1r* **** **** .ereen/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.18 0.29 0.29 0.19 0.30 0.30 I~~~~~:~~~~:-I ~:==-~:==--~:=~ II ~:~~-~:~~--~:== II =:~~-~:~~--~::~II ~:=~-=:~~--=:~~ I Level Of Service Module: lelay/veh: 9.3 9.3 8.8 8.8 8.8 8.8 78.9 16.7 12.8 16.6 57.8 57.8 s~r 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 dJDel/Veh: 9.3 9.3 8.8 8.8 8.8 8.8 78.9 16.7 12.8 16.6 57.8 57.8 Queue: 2 0 1 1 0 1 13 13 2 1 32 8 Ir******************************************************************************* Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I" MITIG8 ~3 ------------------------------------------------------------- Fri Jul 3, 1998 16:16:47 .259 Patton Station Year 2015 With Project PM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I ~=~=~~_____________________~=~_~~~_=~_=~~~_=~~==~=~__________________~~?~_:::___ 98 259 .patton Station I . Year 2015 With project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************~* Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ******************************************************************************** 1 Cycle (sec): 60 Critical voL/Cap. (X): 0.538 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.0 Optimal Cycle: 60 Level Of Service: A I ******************************************************************************** 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes: 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 I~;i~~~-~;d~it----n--nnnlln---_nnn---II----hnn-----Iln-nn-nnn_1 Base Vol: 144 0 58 0 0 0 0 848 50 9 1164 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 I Initial Bse: 144 0 58 0 0 0 0 848 50 9 1164 0 Added Vol: 0 0 3 0 0 0 0 66 0 3 82 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 144 0 61 0 0 0 0 914 50 12 1246 0 luser A~j: 1.00 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: 152 0 64 0 0 0 0 962 53 13 1312 0 IReduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 152 0 64 0 0 0 0 962 53 13 1312 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 1~~~~:_~~~~~_I-===--n~nn~~ 11___~____~n___~ Iln_~n~~=nn== Iln==-====-nn~ I Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.70 0.00 0.30 0.00 0.00 0.00 0.00 1.90 0.10 1.00 2.00 0.00 Final Sat.: 1267 0 533 0 0 0 0 3412 188 1700 3600 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Icapacity Analysis Module: vol/Sat: 0.12 0.00 0.12 0.00 0.00 0.00 0.00 0.28 0.28 0.01 0.36 0.00 Crit Moves: **** **** IGreen/CYCle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.00 ~~~~~:~~~~:-I ~::~_~:~~n~::~ II ~:~~_~:~~n~:~~ II ~:~~-~:=~--~:=~ II ~:~=_~:~~n~:~~ I Level Of Service Module: IDelay/veh: 11.2 0.0 11.2 0.0 0.0 0.0 0.0 4.0 4.0 2.8 4.7 0.0 Us~r 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: 11.2 0.0 11.2 0.0 0.0 0.0 0.0 4.0 4.0 2.8 4.7 0.0 Queue: 2 0 1 0 0 0 0 10 1 0 15 0 1******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 I I MITIG8 Fri Jul 3, 1998 16:54:12 Page l-: I I ---------------------------------------------------------~------ G3 - 259 Patton Station Year 2015 With Project PM Peak Hour --------------------------------------------------------------.----------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Central Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 60 Critical VoL/Cap. (X): 0.600 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 6.4 Optimal Cycle: 60 Level Of Service: B ********************************************************************************1 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 I Rights: Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 ~~~:~~n-_nl-~--~n=:-~n~.-II-~--~--~--~--~-II-~--~--=n=n~-II_=__~__:__~__~_II Volume Module: Base Vol: 76 0 23 0 0 0 0 1450 83 15 1194 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 I Initial Bse: 76 0 23 0 0 0 0 1450 83 15 1194 0 Added Vol: -0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 76 0 27 0 0 0 0 1558 83 20 1314 0 I User Adj: 1.00 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 0 28 0 0 0 0 1640 87 21 1383 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 80 0 28 0 0 0 0 1640 87 21 1383 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 I :~~~~-~~~::_I--~~--n~n--=~ 11___~n__~_nn~ Iln_~_=~:~__n~: Iln==_=:~:_____~ I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.74 0.00 0.26 0.00 0.00 0.00 0.00 1.90 0.10 1.00 2.00 0.00 Final Sat.: 1333 0 467 0 0 0 0 3419 181 1700 3600 0 c~~~~i~;-~~1;~i~-~;d~i~~---II--n--nn--n-llnn-nn--nnll-------__n_n_l. Vol/Sat: 0.06 0.00 0.06 0.00 0.00 0.00 0.00 0.48 0.48 0.01 0.38 0.00 Crit Moves: **** **** Green/CyCle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.57 0.00 I VOlume/Cap: 0.18 0.00 0.18 0.00 0.00 0.00 0.00 0.85 0.85 0.02 0.68 0.00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 10.3 0.0 10.3 0.0 0.0 0.0 0.0 7.3 7.3 2.8 5.0 0.0 I 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 0.0 10.3 0.0 0.0 0.0 0.0 7.3 7.3 2.8 5.0 0.0 Queue: 1 0 0 0 0 0 0 25 2 0 17 0 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I 98 .259 Fri Jul 3, 1998 16:19:13 Patton Station Year 2015 With Project AM Peak Hour Page 1-: Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** I I I o%- xxxx xxxx XXXX xxxx 1.10 1. 00 1. 00 xxxx xxxx xxxx XXXX o 62 Ot XXXX xxxx xxxx xxxx 1.10 1.10 1.10 XXXX xxxx xxxx xxxx 3 0 47 3 O%- XXXX XXXX xxxx XXXX 1.10 1.10 1.10 xxxx XXXX xxxx xxxx o 0 o -------------------------------------------------------------------------------- MITIG8 t-., "2 r, 9 ~(j v Fri Jul 3, 1998 16:19:41 Patton Station Year 2015 With Project PM Peak Hour Page 1-l I I -------------------------------------------------------------------------------- . Level Of Service Computation Report I 1994 HCM Unsignalized Method (Future Volume Alternative) ................................................................................ InterSection #38 Central Ave. (NS) / Project Entrance (EW) ................................................................................ I AVerage Delay I,ec/veh), 1.3 Wor'f Ca'e Level Of Service, E ................................................................................ ApproaCh, Worfh EOUnd SOUfh Eound Ea'f Eound We'f Eound Mo~e~'"f,...I.L.....:.....R.II.L.....:.....~.II.L.....:.....~.II.L.....:.....R., I Confrol, Unconfrolled UnCOnfrolled SfOP Sign Sfnp Sign Righfs, 'nclude 'nclude 'nC'ude 'nclude L'"",......I.:..'..l..'..'.II.'..'..,..'..'.II.l..,..,..0..1'11.,..0..,..,..0., I Volume Module: Base Vol: 0 99 0 0 I Growth Adj: 1.00 1.00 1.00 1.00 Initial Bse: 0 99 0 0 Added Vol: 75 0 4 0 PasserBYVol: 0 0 0 0 I Initial Fut: 75 99 4 0 User Adj: 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 PHF Volume: 79 104 4 0 I Reduct Vol: 0 0 0 0 Final Vol.: 79 104 4 0 ~djusted Volume Module: I ;rade: 0' ~ CYCle/Cars: XXXx XXXx ; TruCk/COmb: XXXx XXXx 'CE Adj: 1.10 1.00 1.00 I ycl/Car PCE: XXXx XXXx rck/Cmb PCE: XXXx XXXx jj Vol.: 87 104 I:"itical Gap MOdule: I 'veupTi~, ,.1===== 3.4= ,.6=== ,ificalGp, ,.0===== 6.,= "'=== 'ITii~;;~~rJif~~':':;':: II:,:;':':;':: II'~~~,:,:;"':~~ II:,:;':':;':: I I fenf Cap., IS" = = = = ""=< . '" = 1224 = = = j Cap, 1. 00 = = = = ""=< 0." = 1. 00 = = ""=< "".:'P:'''ll~':'~'~II~'~'~11.6".~..:':411~'~'~1 I reI Of Service MOdule: 'PPedDel, "'===== '.3= 3.1=== I ' by Move, A.. · . . E . A . . . 'menf, LT . LTR . RT LT. LTR . RT LT . LTR . RT LT. LTR . RT redcap.,=== ==""=< === === d SfpDel,= = = = = ""=< ""=< = = = = = I 'ed LOS, . . . . . . . . . . . . 'oac"",,l '1.1 O. 0 3 ., O. 0 I I o 1.00 o o o o 1. 00 0.95 o o o o o 1.00 o o o o 1. 00 0.95 o o o 98 1.00 98 o o 98 1.00 0.95 103 o 103 o 1. 00 o 5 o 5 1.00 0.95 5 o 5 o 1. 00 o 67 o 67 -1.00 0.95 71 o 71 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 0' XXXx XXXx XXXx XXXx 1.10 1.00 1.00 XXXx XXXx XXXx XXXx o 103 0' XXXx XXXx XXXx XXXx 1.10 1.10 1.10 XXXx XXXx XXXx XXXx 5 0 78 0' XXXx XXXx XXXx XXXx 1.10 1.10 1.10 XXXx XXXx XXXx XXXx o 0 o ~ffix 6.'.0'" Ic) "'6 DoWling Assoc. Licen'ed fo R.K & J.K, Newporf Eeach -- 5 . 1 ~=:=~~_____________________~:~_~~~_:~_===~_=~~==:~~__________________=~~:_:=:___ I 1 Intersection #39 Central Ave. (NS) / Pacific St. (EW) ******************************************************************************** 1 I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 15 15 15 15 15 15 15 15 15 15 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 1 ;~i~~~ - ~;d~i~ ~ - - - - - - - - - - - - - - II - - - - - - - - - - - - - - -II - - - - - - - - - - - - - - -11- - - - - - - - - - - - - - - I Base Vol: 80 25 55 49 19 6 61 164 13 34 144 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 I Initial Bse: 80 25 55 49 19 6 61 164 13 34 144 97 Added Vol: 0 17 0 22 14 6 7 0 0 0 0 27 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 I Initial Fut: 80 42 55 71 33 12 68 164 13 34 144 124 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: 84 44 58 75 35 13 72 173 14 36 152 131 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 44 58 75 35 13 72 173 14 36 152 131 PCE Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 1. 00 MLF Adj: 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 ~~~~~-~~~::-I--~~---~~----:~ II--~:---::----=: II--~=--=~:----=: II--:~--=:=---=:=I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 . Lanes: 0.66 0.34 1.00 0.68 0.32 1.00 1.00 0.93 0.07 1.00 0.54 0.46 Final Sat.: 1181 619 1800 1227 573 1800 1700 1665 135 1700 967 833 -----~------I--~------------I 1---------------1 1---------------1 1---------------1 Icapac~ty Analys~s Module: Vol/Sat: 0.07 0.07 0.03 0.06 0.06 0.01 0.04 0.10 0.10 0.02 0.16 0.16 Crit Moves: **** **** IGreen/CYCle: 0.28 0.28 0.28 0.28 0.28 0.28 0.62 0.62 0.62 0.62 0.62 0.62 ~~~~~:~~~~:-I ~:=:_~:=:--~:==II ~:==-~:==--~~~: II ~~~~-~:=~--~:=~ II ~:~:_~:=:h~:=: I Level Of Service Module: IDelay/veh: 12.8 12.8 12.2 12.6 12.6 11.9 1.8 1.9 1.9 1.8 2.1 2.1 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: 12.8 12.8 12.2 12.6 12.6 11.9 1.8 1.9 1.9 1.8 2.1 2.1 Queue: 1 1 1 1 0 0 0 1 0 0 1 1 1******************************************************************************** 98 .259 Patton Station Year 2015 With project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *******************************************************************************y Cycle (sec): 60 Critical VoL/Cap. (Xl: 0.254 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.7 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Page l-: . -------------------------------------------------------------------------------- . Fri Jul 3, 1998 17:11:44 88 .259- .Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report J 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************* Intersection #39 Central Ave. (NS) / Pacific St. (EW) *******************************************************************************) Cycle (sec): 60 Critical VoL/Cap. (X): 0.270 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 6.6 Optimal Cycle: 60 Level Of Service: B *******************************************************************************1 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: 15 15 15 15 15 15 15 15 15 15 15 15 ~~~:~ ~ - - - - - - I - ~ - - = - - ~ - - ~ - - = - II - ~ - - = - - ~ - - ~ - - = - II - = - - ~ - - ~ - - = - - ~ - II - = - - ~ - - ~ - - = - - ~ - 'I Volume Module: Base Vol: 105 23 163 82 20 15 32 200 51 57 129 59 Growth Adj: 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 Initial Bse: 105 23 163 82 20 15 32 200 51 57 129 59 Added Vol: 0 25 0 36 22 9 10 0 0 0 0 40 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 105. 48 163 118 42 24 42 200 51 57 129 99 I User Adj: 1.00 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 51 172 124 44 25 44 211 54 60 136 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Reduced Vol: 111 51 172 124 44 25 44 211 54 60 136 104 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 I ~~~~~-~~~:~-I-===---:=n-=~= 11_==~___~~__n=: II--~~__===__n:~ II--~~--=:~---=~~ I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 0.69 0.31 1.00 0.74 0.26 1.00 1.00 0.80 0.20 1.00 0.57 0.43 Final Sat.: 1233 567 1800 1329 471 1800 1700 1433 367 1700 1020 780 c~~~~i~~-~~1~~i~-~;d~i~~---II-----nn--n--ll-hnhn--n--11____n__n_____I. Vol/Sat: 0.09 0.09 0.10 0.09 0.09 0.01 0.03 0.15 0.15 0.04 0.13 0.13 Crit Moves: **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.55 0.55 0.55 0.55 0.55 0.55 I Volume/Cap: 0.25 0.25 0.27 0.26 0.26 0.04 0.05 0.27 0.27 0.06 0.24 0.24 ------------I~--------------I 1---------------1 1---------------1 1---------------1 Level Of Servlce Module: Delay/Veh: 9.9 9.9 9.9 9.9 9.9 9.1 3.3 3.8 3.8 3.4 3.8 3.8 I 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 9.9 9.9 9.9 9.1 3.3 3.8 3.8 3.4 3.8 3.8 Queue: 1 1 2 1 1 0 0 2 0 0 1 1 I ********************~*********************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach. I I 1 ~===~~_____________________~=~_~~~_::_=::~_=~~:~~~~__________________~~~:_==:___ I 1 Intersection #9 Orange St. (NS) / Highland Ave. (EW) ******************************************************************************** 1 I 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 I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 I ;~i~~~-~;d~it---u-------~-II------------u-II---u-uu-----II---------__uhl Base Vol: 100 181 34 300 204 138 76 585 47 69 723 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 Initial Bse: 100 181 34 300 204 138 76 585 47 69 723 209 Added Vol: - 0 0 0 0 0 7 6 63 0 0 79 0 passerByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 181 34 300 204 145 82 648 47 69 802 209 I User A~j: 1.00 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: 105 191 36 316 215 153 86 682 49 73 844 220 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 105 191 36 316 215 153 86 682 49 73 844 220 PCE AdJ: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 ~~~~~-':~~::-I-=~~--=:=----:~ II-:=~--==:---=:: 11__~~--~~~--u~: Ilu~:--~~~---==~ I Saturation F10w Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 18BO 1800 1800 IAdjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.84 0.16 1.00 0.58 0.42 1.00 1.87 0.13 1.00 2.00 1.00 Final Sat.: 1700 1515 285 1700 1052 748 1700 3359 241 1700 3600 1800 ------------1---------------1 1---------------1 1---------------1 1---------------1 I Capacity Analysis Module: VOl/Sat: 0.06 0.13 0.13 0.19 0.20 0.20 0.05 0.20 0.20 0.04 0.23 0.12 Crit Moves: **** **** IGreen/CYCle: 0.42 0.42 0.42 0.42 0.42 0.42 0.48 0.48 0.48 0.48 0.48 0.48 ~~~~~:~~~~~-I ~:=~_~::~u~::~ II ~:~~-~:~~--~:~~ II ~:=~_~:~=u~:~= II ~:~:-~:~~--~:=: I Level Of Service Module: IDelay/veh: 7.68.2 8.2 9.09.3 9.3 5.46.6 6.6 5.46.9 5.9 Us~r 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: 7.6 8.2 8.2 9.0 9.3 9.3 5.4 6.6 6.6 5.4 6.9 5.9 Queue: 1 2 0 4 3 2 1 8 1 1 10 2 1******************************************************************************** 98 -259 Patton Station Year 2015 With Project AM Peak Hour .' -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Cycle (sec): 65 Critical Vol. /Cap. (X): 0.484 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 7.3 Optimal Cycle: 65 Level Of Service: B ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 F~i Jul 3, 1998 16:17:03 Page 1-: I I -------------------------------------------------------------------------------- a3 .259 Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Orange St. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 60 Critical vol. /Cap. (X): 0.594 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 5.7 Optimal Cycle: 60 Level Of Service: B ********************************************************************************1 Approach: North Bound South Bound East Bound West Bound Movement: L T R L T R L T R L T R c;~~~;i~----I ----~~~i~~~d - -11- -- - ~~~i~~~d--II-u- ~~~i~~~d--II- u_ ~~~i~~~d --II Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 ~~~:~~------I-=--~n~--=n~_II_=__~__~__=__~_II_=__~n=__=__~_11_=n~__=__~__=_11 Volume Module: Base Vol: 91 47 71 155 50 72 189 1227 170 67 928 266 Growth Adj: 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 Initial Bse: 91 47 71 155 50 72 189 1227 170 67 928 266 Added Vol: 0 0 0 0 0 10 9 103 0 0 115 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 91 47 71 155 50 82 198 1330 170 67 1043 266 I User Adj: 1.00 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: 96 49 75 163 53 86 208 1400 179 71 1098 280 I Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 49 75 163 53 86 208 1400 179 71 1098 280 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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 Final Vol.: 96 49 75 163 53 86 208 1400 179 71 1098 280 s~~~~~~i;;-F1;~-~;d~i~~-n--llun--u_------II----h-------nll----unu___nl Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 I Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 0.40 0.60 1.00 0.38 0.62 1.00 1.77 0.23 1.00 2.00 1.00 Final Sat.: 1700 711 1089 1700 686 1114 1700 3192 408 1700 3600 1800 c~~~~i~;-~~t~i~-~;d~i~~---II-----------u--II--------n-----Iln-nn--------11 VOl/Sat: 0.06 0.07 0.07 0.10 0.08 0.08 0.12 0.44 0.44 0.04 0.30 0.16 Crit Moves: **** **** Green/CyCle: 0.33 0.33 0.33 0.33 0.33 0.33 0.57 0.57 0.57 0.57 0.57 0.57 I VOlume/Cap: 0.17 0.21 0.21 0.29 0.23 0.23 0.22 0.77 0.77 0.07 0.54 0.27 ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module: I Delay/Veh: 10.3 10.4 10.4 10.8 10.6 10.6 3.2 6.0 6.0 2.9 4.2 3.3 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: 10.3 10.4 10.4 10.8 10.6 10.6 3.2 6.0 6.0 2.9 4.2 3.3 Queue: 1 1 1 2 1 1 2 19 3 1 12 2 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I I MITIG8 -------------------------------------------------------------------------------- 1 _______________~~___~~_~________________________________________________________ I Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) ******************************************************************************** 1 I 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 1 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 ;;i~~~-~~d~it--h----------II---------------II---h----h----II----------h___1 Base Vol: 144 293 90 102 325 317 218 452 194 76 582 96 Growth Adj: 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 Initial Bse: 144 293 90 102 325 317 218 452 194 76 582 96 Added Vol: 7 0 0 0 0 7 6 52 6 0 65 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 151 293 90 102 325 324 224 504 200 76 647 96 I User A~j: 1.00 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: 159 308 95 107 342 341 236 531 211 80 681 101 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce~ Vol: 159 308 95 107 342 341 236 531 211 80 681 101 PCE 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 MLF AdJ: 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 ~~~~~-~~~:~-I-=:=--:~~--h=: 11-=~~--:~=---:~=II-=:~--::=h-===II_-~~__~~=---=~=1 Saturation Fiow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 IAdjustment: 0.89 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.43 0.57 1.00 2.00 1.00 Final Sat.: 3200 1800 1800 1700 1803 1797 1700 2576 1024 1700 3600 ~800 ------------1---------------11---------------11---------------11---------------1 Icapacity Analysis Module: Vol/Sat: 0.05 0.17 0.05 0.06 0.19 0.19 _ 0.14 0.21 0.21 0.05 0.19 0.06 Crit Moves: **** **** **** **** IGreen/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 ~~~~~:~~~~~-I ~::~-~:~=--~:== II ~:~:-~:~~--~:~~ II =:~~_~:~~h~:~~ II ~::~-~:~~--~:=~ I Level Of Service Module: IDelay/veh: 23.4 18.5 15.1 24.3 18.7 18.7 64.5 19.6 19.6 23.4 18.7 15.2 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: 23.4 18.5 15.1 24.3 18.7 18.7 64.5 19.6 19.6 23.4 18.7 15.2 Queue: 3 6 1 2 7 7 9 10 5 1 13 2 1******'************************************************************************** Fri Jul 3, 1998 16:15:57 Page 1-: Patton Station Year 2015 With Project AM Peak Hour Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I 1 I MITIG8 ------------------------------------------------------------------------------ Fri Jul 3, 1998 16:17:07 38 259 Patton Station Year 2015 With Project PM Peak Hour reaffix '.'.0", Ie) '99, DoWling As'oc. Licen'.. fo '.K . J.K, Newporf Beach II I I 98 2 ,5 9 . Patton Station Year 2015 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I I MITIG8 Fri Jul 3, 1998 16:50:26 Page 2.-: 1 I ------------3b--~2-59-----------~~~~;~-s~~~i;~---------------------- Year 2015 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report I 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ********************************************************************************1 Cycle (sec): 120 Critical Vol. /Cap. (X): 0.753 Loss Time (sec): 12 (Y+R = 4 sec) Average Delay (sec/veh): 33.0 Optimal Cycle: 120 Level Of Service: D ********************************************************************************1 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 1 Rights: Include Include Ovl Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 ~~~:~ ~ - - - - - - 1 - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - = - - ~ - II - = - - ~ - - = - - ~ - - = - II - = - - ~ - - = - - ~ - - = - II Volume Module: Base Vol: 339 217 75 144 170 205 169 388 439 319 483 278 Growth Adj: 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 Initial Bse, 339 217 75 144 170 205 169 388 439 319 483 278 Added Vol: 45 0 0 0 0 0 0 31 40 0 35 0 PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 384 217 75 144 170 205 169 419 479 319 518 278 I User Adj: 1.00 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: 404 228 79 152 179 216 178 441 504 336 545 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 1 Reduced Vol: 404 228 79 152 179 216 178 441 504 336 545 293 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 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-:~:n==~-n-~~ 11_===__=~~n_==~ 11_=~~__::=n_=~: 11_::~n=:=n_=~: I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 180_0 1800 1800 . Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 1.00 Lanes: 1.00 1.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1700 2674 926 1700 1800 1800 1700 3600 1800 1700 3600 1800 c~~~;i~;-~~1;;i;-~;d~i~~n-ll-n----n----nll-nn-nn---nll-n-________n_l. Vol/sat: 0.24 0.09 0.09 0.09 0.10 0.12 0.10 0.12 0.28 0.20 0.15 0.16 Crit Moves: **** **** **** **** Green/CYCle: 0.28 0.21 0.21 0.28 0.21 0.21 0.23 0.17 0.46 0.23 0.17 0.46 . Volume/Cap: 0.84 0.41 0.41 0.32 0.48 0.58 0.45 0.70 0.61 0.84 0.87 0.36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module: Delay/Veh: 37.8 32.9 32.9 25.9 33.6 34.7 31.2 39.6 16.2 42.5 45.7 13.4 I 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: 37.8 32.9 32.9 25.9 33.6 34.7 31.2 39.6 16.2 42.5 45.7 13.4 Queue: 14 7 2 4 5 7 5 14 13 12 20 6 I ******************************************************************************** Traffix 6.8.0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I 1 I I I I I I I I I I I I I I I I I I I 98 .259 APPENDIX L INTERSECTION SIGHT DISTANCE I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I ~ 98 .259 - - I ...... t. , 1) .. . 1.' at int8r..ctiona .. . 10' at drivewaya (Uftd.~ apeclal condl~ion. 1....~ 'B. Valu.. _y " approved ~r Trattlc En91n.er) V. IIp..d (ICPK) . n~h Per~tl1e 1..., prevallin9 .,.ed or a. det:enl1.nad by Traffic In;inaer 8.D. .-Xini8ua a1qht Dl.ten~a speed . V .1nl_ 81pt CU.) Dineno. (feet) a) 3) 4) ~o :JlI 40 4. '0 55 300 350 400 450 !JOO 550 5) 6' 'L . Lin. ot '1,~t II/II · Ana ot Liaited U.e ....f.r to the City of San ~lno ~~ettle Znqineerinq Policy raper tor tu~h.r d.tail. s.c-_ ._ - ~. I NOTlf.!R! Thue .hall be no ~stnctloa with1n th. lialtec1 II" UM. Area Of 1181ted II.. ebal1 be deter1linM ..opJayloally ublIJ appropdat:e "letaMe. given 1a the XinilNa lip' Dl~ Table (4). Ob.truCJtlons shall 1ac1ud., but not ~e lialte4 to, any .1.... OlL' Objec~ hl,her than 2.5' ....Ilred f&'Va ~ wlthin ~ ar.a ot 11111'.0 11M. EX8aple, blC10k wella, lit U ity va"u, UId oUln8t:e, alfll straet tllZ"ftl tuna, "WN landaoepl"" eta. Daveloper'a b91ftM1' ..11 evalut:e anG 8bov .1pt Un.a n pnpo"" int_~l_1 4rivewaya, 97&41"9 plana, tentattv. tnct..,. and land- acaplncJ plana Vban .ipt 4iatance I. queatloft&bl.. (d) Whan e.latt", ai91', vavat:eUoa or _j ao1:. COlUltitUt:e a alp~ dlatanc. b.."", P~I 0WM1' or occupant .all be net tlM/- require<< to -.t aln1_ alfJat d1at:el'lae ~ll'a11U\ta ,,1th1a 11 day. and ..lfttaia A" tilers- .tt.r. (e) (b) (el 81011'1' DI8TAKCZ UQUXJl.BJIZN'n AT CO~t.LED INTERSECTIONS AND DRIVEWAYS I I I I I II ,I I I I I I I I I I I I I 96 .259 APPENDIX M PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CMP I . I I I I I I I I .' I I I I I I I I ,- I I I I I I I I I I I I I I I I I I I PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN 98 - 259 FREEWAY WIDENING 1. Add one lane each direction in the median (Work including Excavation, Concrete barrier, upgrade existing draining system and construct shoulderl Asphalt Concrete Pavement 46' wide median $1,800,000/mile 30' wide median $1,750.000/mile 22' wide median $1,700,000/mile Portland Cement Concrete Pavement 46' wide median $2,200,000/mile 30' wide median $2,lS0,000/mile 22' wide median $2,100,000/mile 2. Add one outside lane each direction (Work include earthwork, modify existing drainage system, construct AC shoulder section, AC dike and Metal Beam Guard Raill Asphalt Concrete Pavement $2,100,000/mile Portland Cement Concrete Pavement $2,400,000/mile 3. Add one Auxiliary Lane (Work include earthwork, modify existing drainage system, construct AC shoulder section) Asphalt Concrete Pavement $1,200,000/mile Portland Cement Concrete Pavement $1,400,000/mile 4. Widening Existing UC structure $110/50 FT Page 1 98 .259 PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN WIDEN CONVENTIONAL HIGHWAY 1. Add one outside lane (Work include earthwork, modify existing drainage system and construct AC shoulder section I Asphalt Concrete Pavement $1.000.000/mile 2. Add one outside lane each direction (Work include earthwork, modify existing drainage system and construct AC shoulder section) Asphalt Concrete Pavement With Median Concrete Barrier $2,000,OOO/mile With Median Double Thrie Beam Barrier $2,200,000/mile $2,300.000/mile LOCAL INTERCHANGE IMPROVEMENTS 1. New Interchange Urban Interchange $10,000,000 to $17,000,000 Partial-Cloverleaf Interchange $6,000,000 (Work include new OC structure, earthwork, signal) Diamond Interchange $5,000,000 (Work include new OC structure, earthwork, signall 2. Reconstruct Existing Interchange Realign and widen existing ramps Ito 2 lanes) $750,000/Each ramp Construct loop on-ramps $700,000/Each ramp (Does not include realigning existing rampl Upgrade existing Diamond IC to Partial-Cloverleaf $6,000,000 3. Improve Existing Interchange Widen ramps (From one to two lanes) $3S0,OOO/Each ramp Widen existing OC structure $110/S0 FT Signalize ramp intersection $90,OOO/location Upgrade existing signal at ramp terminal $ 75,000/lntersection Upgrade existing signal at ramp terminal (Add lights only) $25,OOO/Each 4. Ramp Metering System $60,000/Each location Page 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN 90 259 INTERSECTION IMPROVEMENTS 1. Signalization of local intersection (with some roadwork) $250,000 2. Upgrade existing intersection signalization $75,000 3. Upgrade existing Traffic Controller/Assembles $40,000/Each 4. Install new signal $90,000/location 5. Add signal heads $ 25,000/1 ntersection 6. Construct left-turn lane (240' long) $50,000/Each location 7. Street widening (12' wide) (Pavement only) $180,000/mile 8. Curb and gutter (Type A2.8) $15/LF OTHER IMPROVEMENTS 1. Construct new OC structure $100/S0 FT (Does not include roadway work) 2. Construct Retaining Walls (Type 1) $285/LF (H = 8') $360/LF (H = 10') $460/LF (H = 12') $560/LF (H = 14') 3. Construct Soundwall $l,OOO,OOO/mile (H = 12') 4. Traffic Management Plan 10% of total construction costs NOTE: This cost estimate does not include the following items: 1. RIW engineering, appraisal. aCQuisition and utilities relocation costs. 2. Minor items and supplemental work (10%). 3. Mobilization (10%). 4. Contingencies (25%). 5. Landscaping costs. Page 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I i I ' , I ' I I I I I I I I I I