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HomeMy WebLinkAbout05.H- Amendment of Chapter 10.52 of San Bernardino Municipal Code to Update Existing Speed Zones City Wide ORDINANCE (ID # 4374) DOC ID: 4374 F CITY OF SAN BERNARDINO — REQUEST FOR COUNCIL ACTION Agreement From: Marlene Miyoshi M/CC Meeting Date: 04/18/2016 Prepared by: Fawna Velci, (909) 384- 5140 Dept: Public Works Ward(s): All Subject: Ordinance of the Mayor and Common Council of the City of San Bernardino Amending Chapter 10.52 of the San Bernardino Municipal Code to Update Existing Speed Zones City Wide. (FINAL READING) (#4374) Current Business Registration Certificate: Financial Impact: The cost to install new signs will be less than $15,000. Funding is available in account 126-400-0088-5111. Motion: Adopt the Ordinance. Synopsis of Previous Council Action: 11/20/12 Ordinance No. MC-1382 Amended Chapter 10.52 of the San Bernardino Municipal Code for Speed Limits. Background: California cities and counties are required to follow the California Vehicle Code (CVC), Sections 22357 and 22358, to establish speed limits within their jurisdictions. The law requires speed limits to be set by ordinance, on the basis of an Engineering and Traffic Survey (E&T Survey). The E&T Survey provides a uniform procedure (established by Caltrans) for setting speed limits in the State of California, thereby removing arbitrary determinations by individual jurisdictions. The E&T Survey limits are normally set near the 85th percentile speed for a particular street. This speed is the speed at or below which 85% of the traffic is moving. Federal studies of the effects of establishing, raising and lowering speed limits demonstrate that setting the speed limit too high or too low can increase collisions. Speed limits set near the 85 percentile of free flowing traffic are safer and produce less variance in vehicle speeds. Results of the E&T Survey performed on various streets are shown in Attachment A. I Included in the table are existing posted speed limits, the measured 85th percentile speeds (known as the operating speed that drivers are moving at or below), the recommended speed limits and the speed limit change between the existing speed limit and the recommended speed limit. A complete copy of the E&T Survey and 24 hour volume counts can be found in the City Clerk office for review. Updated: 4/5/2016 by Linda Sutherland F Packet Pg. 293 5.H 4374 The results of the Engineering and Traffic Survey indicate that 78 speed limits will remain the same; four of the existing speed limits will be reduced by 5 mph; 20 of the existing speed limits will be increased by 5 mph, and one segment will be increased by 10 mph. Per State requirements, the new speed limits will be set in the Municipal Code by amended ordinance. City Attorney Review: Yes Supporting Documents: Attachment-12213 (DOCX) Exhibit A- Speed Limit listing by street segment(PDF) Updated: 4/5/2016 by Linda Sutherland F Packet Pg.294 5.H.a ORDINANCE NO. 1 2 ORDINANCE OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AMENDING CHAPTER 10.52 OF THE SAN BERNARDINO 3 MUNICIPAL CODE TO UPDATE EXISTING SPEED ZONES CITY WIDE. 4 5 WHEREAS, the City is required to comply with the California Vehicle Code (CVC) 6 to have posted speed limits on street segments surveyed every seven years 7 WHEREAS,the segments were surveyed in 2009; 8 WHEREAS, an Engineering and Traffic Survey has been completed to justify and 9 update the posted speed limits along 103 street segments in the City; Cn 10 NOW THEREFORE THE MAYOR AND COMMON COUNCIL OF THE CITY v 11 OF SAN BERNARDINO DO ORDAIN AS FOLLOWS: a 12 SECTION 1. San Bernardino Municipal Code Chapter 10.52.010 of San Bernardino 13 Municipal Code is amended to read: M 14 15 "10.52.010 THIRTY MILES PER HOUR N N 16 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, E 17 of the California Vehicle Code, the Mayor and Common Council do hereby determine and w 18 declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed a 19 Limit of Thirty miles per hour shall be established upon the following streets or portions E 20 r 21 thereof in the City: Q 22 HILL DRIVE between Louise Street and E Street 23 SECTION 2. San Bernardino Municipal Code Chapter 10.52.020 of San Bernardino 24 Municipal Code is amended to read: 25 "10.52.020 THIRTY-FIVE MILES PER HOUR 26 27 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, 28 of the California Vehicle Code, the Mayor and Common Council do hereby determine and 1 Packet Pg.295 declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed 1 2 Limit of Thirty-Five miles per hour shall be established upon the following streets or portions 3 thereof in the City: 4 2ND STREET between Mt. Vernon Avenue and Waterman Avenue 5 21sT STREET between Waterman Avenue and Perris Hill Park Road 6 27TH STREET between Mt. Vernon Avenue and G Street 7 8 48TH STREET between Kendall Drive and Electric Avenue ARROWHEAD AVENUE bet 7th between Street an venue Stt d Highland Avenue Cn 10 ATLANTIC AVENUE between Palm Avenue and Cienega Court d CL Cn 11 G STREET between 61h Street and 140' North of 291h Street M 12 01h STREET between 150' South of 30th Street and Marshall Boulevard Y U 13 GILBERT STREET between Waterman Avenue and 207' East of Cedar Avenue M 14 15 H STREET between 6th Street and Marshall Boulevard N N 16 HILL DRIVE between Magnolia Drive and H Street E 17 HOSPITALITY LANE between E Street and Waterman Avenue 18 K STREET between Mill Street and Rialto Avenue Q 19 MARSHALL BOULEVARD between Little Mountain Drive and Ladera Road E 20 M 21 MARSHALL BOULEVARD between Ladera Road and Waterman Avenue Q 22 MASSACHUSETTS AVENUE between Baseline Street and Highland Avenue 23 MEDICAL CENTER DRIVE between 5th Street and Baseline Street 24 MIRAMONTE AVENUE between 23rd Street and Marshall Boulevard 25 MOUNTAIN AVENUE between 39th Street and 401h Street 26 MT. VERNON AVENUE between 7th Street and 21St Street 27 28 MT. VERNON AVENUE between 21" Street and 27th Street 2 Packet Pg.296 5.H.a MT. VIEW AVENUE between Electric Avenue and Hill Drive/Pinehurst Court 1 2 ORANGE STREET between Pacific Street and Highland Avenue 3 ORANGE STREET between Highland Avenue and Piedmont Drive 4 SIERRA WAY between 301h Street and 40th Street 5 SECTION 3. San Bernardino Municipal Code Chapter 10.52.030 of San Bernardino 6 Municipal Code is amended to read: 7 "10.52.030 FORTY MILES PER HOUR 8 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, 3 9 N 10 of the California Vehicle Code, the Mayor and Common Council do hereby determine and a 11 declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed :2 12 Limit of Forty miles per hour shall be established upon the following streets or portions w v 13 thereof in the City: M 14 15 3RD STREET between Sierra Way and Waterman Street N N 16 4TH STREET between Tia Juana Street and Mt. Vernon Avenue E 17 5TH STREET between Sierra Way and Pedley Road R 18 9TH STREET between Medical Center Drive and H Street Q 19 9TH STREET between H Street and Sierra Way s 20 0 21 9TH STREET between Sierra Way and Waterman Avenue Q 22 40TH STREET between Electric Avenue and Waterman Avenue 23 40TH STREET between Golden Avenue and Mountain Avenue 24 ARDEN AVENUE between Pacific Street and Highland Avenue 25 ARROWHEAD AVENUE between Esparanza Street and Rialto Avenue 26 27 BASELINE STREET between Medical Center Drive and H Street 28 BASELINE STREET between Sierra Way and Del Rosa Avenue 3 Packet Pg.297 CALIFORNIA STREET between Baseline Street and Cajon Boulevard 1 2 CENTRAL AVENUE between Arrowhead Avenue and 100' East of Valley View 3 Avenue 4 DEL ROSA AVENUE between Del Rosa Drive and Marshall Boulevard 5 E STREET between Hunts Lane and Century Avenue 6 E STREET between 30th Street and Kendall Drive 7 ELECTRIC AVENUE between 40th Street and Northpark Boulevard 8 T EUCALYPTUS AVENUE between Mill Street and Rialto Avenue 3 9 Cn 10 FOOTHILL DRIVE between Del Rosa Avenue and Arden Avenue m a 11 GOLDEN AVENUE between Highland Avenue and Lynwood Drive 12 HIGHLAND AVENUE between Sierra Way and Valencia Avenue 13 HIGHLAND AVENUE between Valencia Avenue and Arden Avenue 14 15 INLAND CENTER DRIVE between E Street and 1570' Southwest of I Street N N 16 LYNWOOD DRIVE between Valencia Avenue and Del Rosa Avenue E 17 MACY STREET between Highland Avenue and North City Limits w 18 MEDICAL CENTER DRIVE between Baseline Street and Highland Avenue Q 19 MERIDIAN AVENUE between Randall Avenue and Mill Street E 20 21 MERIDIAN AVENUE between Rialto Avenue and Foothill Boulevard a 22 MILL STREET between Bordwell Avenue and Waterman Avenue 23 MT. VERNON AVENUE between Grant Avenue and Rialto Avenue 24 MT. VIEW AVENUE between Victoria Street and Highland Avenue 25 MT. VIEW AVENUE between Highland Avenue and Electric Avenue 26 27 NORTHPARK BOULEVARD between University Parkway and Little Mountain 28 Drive 4 Packet Pg.298 5.H.a NORTHPARK BOULEVARD between Little Mountain Drive and Electric Avenue 1 2 ORANGE SHOW ROAD between E Street and Arrowhead Avenue 3 PEPPER AVENUE between Mill Street and North City Limit 4 PERRIS HILL PARK ROAD between Pacific Street and 21 St Street 5 REDLANDS BOULEVARD between Hunts Lane and Gardena Street 6 SIERRA WAY between Mill Street and Rialto Avenue 7 SIERRA WAY between 5th Street and 30th Street 8 d 9 SIERRA WAY between 401h Street and 48th Street co 10 STERLING AVENUE between Highland Avenue and Pumalo Street Cn 11 VALENCIA AVENUE between 21St Street and 301h Street 12 WATERMAN AVENUE between Rialto Avenue and Highland Avenue U 13 •• WATERMAN AVENUE between Highland Avenue and 30th Street M 14 : 15 SECTION 4. San Bernardino Municipal Code Chapter 10.52.040 of San Bernardino N N T" 16 Municipal Code is amended to read: c Q E 17 "10.52.040 FORTY-FIVE MILES PER HOUR I Y 18 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, a 19 I of the California Vehicle Code, the Mayor and Common Council do hereby determine and E 20 21 declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed Q 22 Limit of Forty-Five miles per hour shall be established upon the following streets or portions 23 thereof in the City: 24 9TH STREET between Waterman Avenue and 600' East of Preston Street 25 30TH STREET between Little Mountain Drive and Valencia Avenue 26 40TH STREET between Kendall Drive and Electric Avenue 27 28 40TH STREET between Waterman Avenue and Golden Avenue 5 Packet Pg.299 ARROWHEAD AVENUE between Highland Avenue and Kendall Drive 1 2 BASELINE STREET between California Street and Medical Center Drive 3 D STREET between 6th Street and 281h Street 4 DEL ROSA AVENUE between Marshall Boulevard and 391h Street 5 HUNTS LANE between Barton Road and Commercial Road 6 KENDALL DRIVE between E Street and 40th Street 7 LITTLE MOUNTAIN DRIVE between 27th Street and Northpark Boulevard 8 T MILL STREET between Waterman Avenue and Tippecanoe Avenue 3 9 in 10 PALM AVENUE between Kendall Drive and Belmont Avenue m CL Cn 11 PEPPER AVENUE between Randall Avenue and Mill Street s 12 REDLANDS BOULEVARD between Gardena Street and East City Limits w 13 RIALTO AVENUE between Eucalyptus Avenue and Mt. Vernon Avenue 14 15 SAN BERNARDINO AVENUE between Tippecanoe Avenue and Mt. View Avenue N N 16 TIPPECANOE AVENUE between San Bernardino Avenue and 3rd Street E 17 TIPPECANOE AVENUE between 9th Street and Baseline Street cv 18 VALENCIA AVENUE between 30th Street and 40th Street Q 19 VICTORIA AVENUE between Highland Avenue and Lynwood Drive s 20 21 WATERMAN AVENUE between Central Avenue and Rialto Avenue Q 22 23 SECTION 5. San Bernardino Municipal Code Chapter 10.52.050 of San Bernardino 24 Municipal Code is amended to read: 25 "10.52.050 FIFTY MILES PER HOUR 26 I27 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, 28 of the California Vehicle Code, the Mayor and Common Council do hereby determine and 6 Packet Pg. 300 I S.H.a declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed 1 2 Limit of Fifty miles per hour shall be established upon the following streets or portions 3 thereof in the City: 4 5TH STREET between Del Rosa Drive and 200' East of Victoria Avenue 5 HALLMARK PARKWAY between University Parkway and Lexington Parkway 6 INDUSTRIAL PARKWAY between Lexington Parkway and Palm Avenue 7 KENDALL DRIVE between 40th Street and Palm Avenue 8 a 9 ORANGE SHOW ROAD between Arrowhead Avenue and Tippecanoe Avenue co 10 PINE AVENUE between Kendall Drive and Belmont Avenue CL cn 11 UNIVERSITY PARKWAY between Cajon Boulevard and Northpark Boulevard v 12 WATERMAN AVENUE between Barton Road and Central Avenue w U 13 ti 14 SECTION 6. San Bernardino Municipal Code Chapter 10.52.055 of San Bernardino 15 N N T 16 Municipal Code is amended to read: a� E 17 "10.52.050 FIFTY-FIVE MILES PER HOUR r 18 In accordance with and pursuant to the authority of sections 22357, 22358, and 22360, Q Y 19 of the California Vehicle Code, the Mayor and Common Council do hereby determine and E 20 w 21 declare upon the basis of an engineering and traffic investigation that a Prima Facie Speed Q 22 Limit of Fifty-Five miles per hour shall be established upon the following streets or portions 23 thereof in the City: 24 BASELINE STREET between Meridian Avenue and California Street 25 26 27 28 7 Packet Pg.301 1 ORDINANCE OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 2 BERNARDINO AMENDING CHAPTER 10.52 OF THE SAN BERNARDINO MUNICIPAL CODE TO UPDATE EXISTING SPEED ZONES CITY WIDE. 3 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor 4 5 and Common Council of the City of San Bernardino at a meeting thereof, held 6 on the day of , 2016,by the following vote, to wit: 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 MARQUEZ 9 BARRIOS co 10 d VALDIVIA Cn 11 (D 12 SHORETT 13 NICKEL v ti 14 RICHARD M 15 MULVIHILL N 16 E 17 Georgeann Hanna, City Clerk �a 18 The foregoing Ordinance is hereby approved this day of 92016. a 19 E s 20 r 21 R. Carey Davis, Mayor Q City of San Bernardino 22 Approved as to form: Gary D. Saenz, City Attorney 23 24 By: 25 26 27 28 8 Packet Pg. 302 5.H.b The City of San Bernardino Engineering and Traffic Survey March 2016 No. Street From To Existing 85th Recommended Change Speed percentile Speed Limit in Limit Speed Speed 1 2ND ST MT. VERNON WATERMAN 35 42 35 0 AVE AVE 2 3RD ST SIERRA WAY WATERMAN ST 40 42 40 0 3 4TH ST TIA JUANA ST MT. VERNON 45 42 40 -5 AVE 4 5TH ST SIERRA WAY PEDLEY RD 40125** 46 40/25** 0 5 5TH ST DEL ROSA 200' E/0 45 50 50 +5 DR VICTORIA AVE to 6 9TH ST MEDICAL H ST 40/25** 42 40125** 0 CENTER DR 7 9TH ST H ST SIERRA WAY 30 40 40 +10 w 8 9TH ST SIERRA WAY WATERMAN 40 45 40 0 AVE ti M 9 9TH ST WATERMAN 600' E/0 45/25** 44 45125** 0 AVE PRESTON ST C 10 21 ST ST WATERMAN PERRIS HILL 35 38 35 0 E AVE PARK RD N 11 27TH ST MT. VERNON G ST 35 38 35 0 a a� AVE N 12 30TH ST LITTLE VALENCIA AVE 40 46 45 +5 MOUNTAIN DR 0 13 40TH ST KENDALL DR ELECTRIC AVE 45 43 45 0 Y 14 40TH ST ELECTRIC WATERMAN 35 39 40 +5 E AVE AVE 15 40TH ST WATERMAN GOLDEN AVE 40 48 45 +5 AVE N 16 40TH ST GOLDEN AVE MOUNTAIN 35 42 40 +5 Q AVE 17 48TH ST KENDALL DR ELECTRIC AVE 35/25** 38 35/25** 0 w 18 ARDEN AVE PACIFIC ST HIGHLAND AVE 40/25** 43 40/25** 0 19 ARROWHEAD AVE ESPARANZA RIALTO AVE 40 44 40 0 ST 20 ARROWHEAD AVE 7TH ST HIGHLAND AVE 35 41 35 0 a 21 ARROWHEAD AVE HIGHLAND KENDALL DR 40/25** 47 45125** +5 AVE 22 ATLANTIC AVE PALM AVE CIENEGA CT 40/25** 35 35125** -5 23 BASELINE ST MERIDIAN CALIFORNIA 55/25** 55 55125** 0 AVE ST 24 BASELINE ST CALIFORNIA MEDICAL 45125** 47 45/25** 0 ST CENTER DR Exhibit Packet Pg. 303 5.H.b The City of San Bernardino Engineering and Traffic Survey March 2016 25 BASELINE ST MEDICAL H ST 40/25** 46 40/25** 0 CENTER DR 26 BASELINE ST SIERRA WAY DEL ROSA AVE 40 44 40 0 27 CALIFORNIA ST BASELINE ST CAJON BLVD 40/25** 44 40/25** 0 28 CENTRAL AVE ARROWHEAD 100' E/0 45 42 40 -5 AVE VALLEY VIEW AVE 29 DST 6TH ST 28TH ST 35 45 45 +10 30 DEL ROSA AVE DEL ROSA MARSHALL 40 43 40 0 DR BLVD Cn 31 DEL ROSA AVE MARSHALL 39TH ST 45 49 45 0 BLVD (n 32 E ST HUNTS LN CENTURY AVE 40 42 40 0 a 33 E ST 30TH ST KENDALL DR 40/25** 45 40/25** 0 34 ELECTRIC AVE 40TH ST NORTHPARK 40/25** 42 40/25** 0 BLVD v 35 EUCALYPTUS MILL ST RIALTO AVE 35 40 40 +5 M AVE 36 FOOTHILL DR DEL ROSA ARDEN AVE 35 40 40 +5 AVE E a) 37 G ST 6TH ST 140' NORTH OF 35/25** 36 35/25** 0 N 29TH ST 38 G ST 150' SOUTH MARSHALL 35 37 35 0 y OF 30TH ST BLVD 39 GILBERT ST WATERMAN 207' E/0 35 39 35 0 AVE CEDAR AVE 40 GOLDEN AVE HIGHLAND LYNWOOD DR 40 45 40 0 w AVE E J 41 H ST 6TH ST MARSHALL 35 39 35 0 BLVD C. 42 HALLMARK PKWY UNIVERSITY LEXINGTON 50 50 50 0 C? PKWY PKWY Q 43 HIGHLAND AVE SIERRA WAY VALENCIA AVE 35 40 40 +5 t 44 HIGHLAND AVE VALENCIA ARDEN AVE 40 44 40 0 w AVE 45 HILL DR MAGNOLIA H ST 35/25** 38 35/25** 0 E DR 46 HILL DR LOUISE ST E ST 35 28 30 -5 a 47 HOSPITALITY LN E ST WATERMAN 35 37 35 0 AVE 48 HUNTS LN BARTON RD COMMERCIAL 45 49 45 0 RD 49 INDUSTRIAL LEXINGTON PALM AVE 50 50 50 0 PKWY PKWY Exhibit Packet Pg. 304 5.H.b The City of San Bernardino Engineering and Traffic Survey March 2016 50 INLAND CENTER E ST 1570' SW/O I ST 35 40 40 +5 DR 51 K ST MILL ST RIALTO AVE 35/25** 40 35/25** 0 52 KENDALL DR E ST 40TH ST 40 46 45 +5 53 KENDALL DR 40TH ST PALM AVE 50/25** 53 50/25** 0 54 LITTLE MOUNTAIN 27TH ST NORTHPARK 45/25** 50 45/25** 0 DR BLVD 55 LYNWOOD DR VALENCIA DEL ROSA AVE 40 44 40 0 a AVE 56 MACY ST HIGHLAND NORTH CITY 40 40 40 0 AVE LIMITS a 57 MARSHALL BLVD LITTLE LADERA RD 35 38 35 0 cn MOUNTAIN a DR 58 MARSHALL BLVD LADERA RD WATERMAN 35 39 35 0 y AVE 59 MASSACHUSETTS BASELINE ST HIGHLAND AVE 35 37 35 0 M AVE 60 MEDICAL CENTER 5TH ST BASELINE ST 35/25** 37 35/25** 0 DR 61 MEDICAL CENTER BASELINE ST HIGHLAND AVE 40 40 40 0 N DR 62 MERIDIAN AVE RANDALL MILL ST 40/25** 46 40/25** 0 y AVE 63 MERIDIAN AVE RIALTO AVE FOOTHILL 40 40 40 0 BLVD 64 MILL ST BORDWELL WATERMAN 35/25** 43 40/25** +5 w AVE AVE 65 MILL ST WATERMAN TIPPECANOE 40 48 45 +5 AVE AVE a 66 MIRAMONTE AVE 23RD ST MARSHALL 35 39 35 0 BLVD Q 67 MOUNTAIN AVE 39TH ST 40TH ST 35 35 35 0 68 MT. VERNON AVE GRANT AVE RIALTO AVE 35/25** 44 40/25** +5 w 69 MT. VERNON AVE 7TH ST 21 ST ST 35/25** 40 35/25** 0 70 MT. VERNON AVE 21 ST ST 27TH ST 35 38 35 0 71 MT. VIEW AVE VICTORIA ST HIGHLAND AVE 40/25** 44 40/25** 0 72 MT. VIEW AVE HIGHLAND ELECTRIC AVE 40 42 40 0 a AVE 73 MT. VIEW AVE ELECTRIC HILL 35 39 35 0 AVE DR/PINEHURST CT 74 NORTHPARK UNIVERSITY LITTLE 40 46 40 0 BLVD PKWY MOUNTAIN DR Exhibit «A„ Packet Pg. 305 5.H.b The City of San Bernardino Engineering and Traffic Survey March 2016 75 NORTHPARK LITTLE ELECTRIC AVE 40/25** 45 40/25** 0 BLVD MOUNTAIN DR 76 ORANGE ST PACIFIC ST HIGHLAND AVE 35/25** 41 35/25** 0 77 ORANGE ST HIGHLAND PIEDMONT DR 35 42 35 0 AVE 78 ORANGE SHOW E ST ARROWHEAD 40 39 40 0 RD AVE 79 ORANGE SHOW ARROWHEAD TIPPECANOE 50 54 50 0 RD AVE AVE U) 80 PALM AVE KENDALL DR BELMONT AVE 45 48 45 0 81 PEPPER AVE RANDALL MILL ST 45/25** 49 45125** 0 Un AVE 82 PEPPER AVE MILL ST NORTH CITY 40/25** 42 40/25** 0 LIMITS Y U 83 PERRIS HILL PACIFIC ST 21ST ST 40/25** 40 40/25** 0 PARK RD ti M 84 PINE AVE KENDALL DR BELMONT AVE 45 51 50 +5 85 REDLANDS BLVD HUNTS LN GARDENA ST 40 40 40 0 86 REDLANDS BLVD GARDENA ST EAST CITY 45 50 45 0 LIMITS y 87 RIALTO AVE EUCALYPTUS MT. VERNON 45 46 45 0 AVE AVE 88 SAN TIPPECANOE MT. VIEW AVE 40 48 45 +5 BERNARDINO AVE AVE 89 SIERRA WAY MILL ST RIALTO AVE 40 45 40 0 90 SIERRA WAY 5TH ST 30TH ST 40 44 40 0 J 91 SIERRA WAY 30TH ST 40TH ST 35 41 35 0 92 SIERRA WAY 40TH ST 48TH ST 40 43 40 0 Q 93 STERLING AVE HIGHLAND PUMALO ST 40 40 40 0 AVE a 94 TIPPECANOE AVE SAN 3RD ST 45 49 45 0 BERNARDINO w AVE 95 TIPPECANOE AVE 9TH ST BASELINE ST 40 46 45 +5 E 96 UNIVERSITY CAJON BLVD NORTHPARK 45 51 50 +5 PKWY BLVD w 97 VALENCIA AVE 21 ST ST 30TH ST 40 43 40 0 a 98 VALENCIA AVE 30TH ST 40TH ST 45 49 45 0 99 VICTORIA AVE HIGHLAND LYNWOOD DR 40 46 45 +5 AVE 100 WATERMAN AVE BARTON RD CENTRAL AVE 50 52 50 0 Exhibit Packet Pg. 306 5.H.b The City of San Bernardino Engineering and Traffic Survey March 2016 101 WATERMAN AVE CENTRAL RIALTO AVE 45 49 45 0 AVE 102 WATERMAN AVE RIALTO AVE HIGHLAND AVE 35 44 40 +5 103 WATERMAN AVE HIGHLAND 30TH ST 40 46 40 0 AVE d a� a� a Cn a� T U ti M r C d d N d N 7+ C Y Y J d d Q N Q X W r C d S V lC a.. Y Q Exhibit Packet Pg. 307 Engineering and Traffic Survey March 2016 ENGINEERING AND TRAFFIC SURVEY L San=ie;mir inn ............ FOR THE CITY OF San Beroar ono SAN BERNARDINO Prepared by: NA/WILLDAN Engineering y�WI LLDAN extending your Engineering reach March 17, 2016 Ms. Marlene Miyoshi Interim Director of Public Works City of San Bernardino 300 North D Street — 3rd Floor San Bernardino, CA 92418 Subject: 2016 Engineering and Traffic Survey Dear Ms. Miyoshi: As requested, Willdan has completed an Engineering and Traffic Survey to justify and update the posted speed limits along 103 street segments in the City of San Bernardino. These segments were last surveyed in 2009, and require an update to comply with the 7- year limitation set forth in the California Vehicle Code (CVC). We are pleased to submit the enclosed Report that describes the E&T survey procedures and contains recommendations for posted speed limits on the City's arterial and collector street system. A summary of these recommendations is included in the Analysis. Supporting documentation for each speed zone recommendation is provided in the Appendices. • The Report was conducted in accordance with applicable provisions of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices(California MUTCD) dated November 2014, and as required by Section 627 of the California Vehicle Code. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement. We appreciate the opportunity to serve the City of San Bernardino and the assistance and cooperation afforded to us during the course of this study. Very truly yours, r �pFESS/pN W ILLDAN oQ gSA C Sip, O�, � 0 No.67583 m t `` '' wk ExN .gp•I R; pt�.23A1 so Vanessa unoz, P.E., T.E. �r (0.30 ►� Traffic Engineer A ' Enclosure , Engineering I Geotechnical I Environmental I Sustainability ( Financial Homeland Security 562.908.6200 1 800.499.4484 1 tax:562.695.2120 1 13191 Crossroads Parkway North,Suite 405,Industry,CA 91746-3443 1 www.willdan.com 1 TABLE OF CONTENTS Paqe INTRODUCTION 1-2 .......................................................................................... Elements of the Engineering and Traffic Survey........................................ 2-3 SURVEYCONDITIONS............................................................................... 4 I SurveyLocations........................................................................................ 4 DataCollection........................................................................................... 4 SpeedData ............................................................................................ 4 CollisionData ......................................................................................... 5 FieldReview Data .................................................................................. 5 ANALYSIS ................................................................................................... 6 Criteria........................................................................................................ 6 Results and Recommendations ................................................................. 6-7 Table 1-Street Segments With Recommended Speed Changes............... 7-8 Table 2-Summary of Recommendations.................................................... 9-14 Segments with Special Conditions............................................................. 15-18 LEGISLATIVE REFERENCES 19 Applicable Sections of California Vehicle Code ......................................... 19-24 APPENDIX A - Segment Data II Street Segment Sheets Radar Speed Distribution Forms APPENDIX B - Collision Rates APPENDIX C - Survey Equipment Used I 2016 Engineering and Traffic Survey City of San Bernardino INTRODUCTION This Engineering and Traffic Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of San Bernardino. This Engineering and Traffic Survey presents recommended speed limits for 103 street segments in the City of San Bernardino. Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. These surveys must be updated every 5 or 7 years to ensure the speeds reflect current conditions as dictated by the California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014. The survey was requested by the City for the proper posting of speed limits and to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement. CVC Sections 40801 and 40802 require Engineering and Traffic Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City's police officer(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(1)]. Additionally, some surveys may be extended to 10 years if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(11)]. These provisions assure that posted speed limits are kept reasonably current. The Engineering and Traffic Surveys for the City were conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices(California MUTCD) dated November 2014 and as required by Section 627 of the California Vehicle Code. The Code further describes three elements of an engineering and traffic survey: 1 . Measurement of prevailing speed; 2. Accident history; and 3. Roadway characteristics not readily apparent to the motorist. Posted speed limits are established primarily to protect the general public from the reckless and unpredictable behavior of dangerous drivers. They provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law(CVC Section 22350). This law states that "No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions. 2016 Engineering and Traffic Survey 1 City of San Bernardino The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgment of one or a few individuals. A radar speed study is usually used to record the prevailing speed of reasonable drivers. Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion. Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement. ELEMENTS OF THE ENGINEERING AND TRAFFIC SURVEY The California Manual on Uniform Traffic Control Devices California M T D ( U C ) dated November 2014 specifies the methodology to be used for completing Engineering and Traffic Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the Engineering and Traffic Survey are discussed in more detail as follows: Seed Sampling p P 9 Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. Therefore, a speed limit is established at the nearest 5-mile per hour (mph) increment to the 85th percentile speed, except as shown in the two options below. Options: 1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5. 2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b). 2016 Engineering and Traffic Survey 2 City of San Bernardino If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5 The following examples are provided to explain the application of these speed limit criteria: A. Using Option 1 above and first step is to round down: If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&TS. B. Using Option 1 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS. C. Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied. Collision History Reported collisions are reviewed for each street segment to determine if there is a higher than average rate of collisions. A segment that has an above-average collision rate typically suggests conditions that are not readily apparent to motorists. A summary of the collision rates for the 103 surveyed street segments is provided in Appendix B. Conditions Not Readily Apparent To Motorists Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph or more below the basic speed limit. It is important to note that The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 recommends exercising great care when establishing speed limits 5 mph or more below the basic speed limit. 2016 Engineering and Traffic Survey 3 City of San Bernardino .w SURVEY CONDITIONS SURVEY LOCATIONS The procedures described below describe the criteria and methods used to survey selected streets within the City of San Bernardino. The specific location of the radar speed survey for each street segment was selected after considering the following: 1 . Minimum stop sign and traffic signal influence. 2. Minimum visibility restrictions. 3. Non-congested traffic flow away from intersections and driveways. 4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle. DATA COLLECTION Data of existing conditions was obtained including prevailing speed of vehicles, traffic collisions, visibility restrictions, and roadway conditions within the community. Speed data and field reviews were conducted at 103 locations during the months of February and March 2016. Speed Data Radar speed measurements were conducted at 103 locations during the months of February and March 2016. All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment. Traffic speeds in both directions were recorded for individual segments. 2016 Engineering and Traffic Survey 4 City of San Bernardino Collision Data Collision data was obtained from the City's SW ITRS electronic collision database. For this study, collision data was used from the latest 3 years of reported accidents from January 1, 2012 to December 31 , 2014. The collision rates for the 103 segments are expressed in accidents per million vehicle miles (A/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the collision rate: R = Axl,000,000 tx365 days xlxv year A = Number of midblock collisions over time period R= Collision Rate (accidents/million vehicle miles) I *■ t= Time Period Covered (in years) MW /= Length of Segment (miles) v= Traffic Volume (average daily traffic) The segment collision rate was then compared to the average statewide collision rate. The average statewide collision rates were obtained from 2012 Collision Data on California State Highways published by Caltrans. Field Review Data A field review was conducted for each of the selected street segments in the City with consideration for the following factors: 1. Street width and alignment (design speed); 2. Pedestrian activity and traffic flow characteristics; 3. Number of lanes and other channelization and striping patterns; 4. Frequency of intersections, driveways, and on-street parking; 5. Location of stop signs and other regulatory traffic control devices; 6. Visibility obstructions; 7. Land use and proximity to schools; 8. Pedestrian and bicycle usage; 9. Uniformity with existing speed zones and those in adjacent jurisdictions; and ,,. 10. Any other unusual condition not readily apparent to the driver. I 1 2016 Engineering and Traffic Survey 5 City of San Bernardino M ANALYSIS CRITERIA Survey data was complied and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014. Some of the criteria used are: A. The critical speed or 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. This speed is the baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The "basic speed limit" is the nearest 5 mph increment to the 85th percentile speed. B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while considering the critical speed and other factors that might require a speed lower than the critical speed. C. The collision rate for each street segment is compared to average collision rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average collision rates have been developed by the State of California and are considered reasonable for use in the City of San Bernardino. RESULTS AND RECOMMENDATIONS The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of the available data and recommend a speed limit for each street segment surveyed. A complete summary of all recommendations is shown in Table 2. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements. Typically, a speed limit in the upper range of the 10-mile pace was selected unless a collision rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in this report. The Legislature, in adopting Section 22358.5 of the California Vehicle Code (CVC), has made it clear that physical conditions, such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions. The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie 2016 Engineering and Traffic Survey 6 City of San Bernardino speed violations are actually violations of the basic speed law(Section 22350 of California Vehicle Code). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit is intended to establish a maximum safe speed under normal conditions. Table 1 identifies the street segments with recommended changes in posted speed limits and Table 2 summarizes the recommendations for all surveyed segments. TABLE 1 STREET SEGMENTS WITH RECOMMENDED SPEED CHANGES No STREET FROM TO EXISTING NEW 3 4TH ST TIA JUANA ST MT. VERNON AVE 45 40 5 5TH ST DEL ROSA DR AVE E/O VICTORIA 45 50 7 9TH ST H ST SIERRA WAY 30 40 12 30TH ST LITTLE MOUNTAIN VALENCIA AVE 40 45 DR 14 40TH ST ELECTRIC AVE WATERMAN AVE 35 40 15 40TH ST WATERMAN AVE GOLDEN AVE 40 45 16 40TH ST GOLDEN AVE MOUNTAIN AVE 35 40 21 ARROWHEAD AVE HIGHLAND AVE KENDALL DR 40 45 22 ATLANTIC AVE PALM AVE CIENEGA CT 40 35 28 CENTRAL AVE ARROWHEAD AVE 100' E/O VALLEY 45 40 VIEW AVE 29 D ST 6TH ST 28TH ST 35 45 35 EUCALYPTUS AVE MILL ST RIALTO AVE 35 40 36 FOOTHILL DR DEL ROSA AVE ARDEN AVE 35 40 43 HIGHLAND AVE SIERRA WAY VALENCIA AVE 35 40 46 HILL DR LOUISE ST E ST 35 30 50 INLAND CENTER DR E ST 1570' SW/O I ST 35 40 52 KENDALL DR E ST 40TH ST 40 45 I 64 MILL ST BORDWELL AVE WATERMAN AVE 35 40 65 MILL ST WATERMAN AVE TIPPECANOE AVE 40 45 68 MT. VERNON AVE GRANT AVE RIALTO AVE 35 40 2016 Engineering and Traffic Survey 7 City of San Bernardino No STREET FROM TO EXISTING NEW 84 PINE AVE KENDALL DR BELMONT AVE 45 50 88 AVE BERNARDINO TIPPECANOE AVE MT. 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Each segment is discussed below. I t" Segment #1 — 2nd Street - Mt. Vernon Avenue to Waterman Avenue This segment currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 7,204 vehicles per day. The adjacent land use is residential, commercial and a civic center. The critical speed is 42 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. Segment #4 — 5 t Street - Sierra Way to Pedley Road This segment currently posted at 40 mph and has 2 through lanes in each direction with an ` ADT of 7,671 vehicles per day. The adjacent land use is residential, commercial, a park and a school zone. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks and moderate pedestrian traffic that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the California Vehicle Code. Segment #8 — 9th Street - Sierra Way to Waterman Avenue 1 This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 14,897 vehicles per day. The adjacent land use is residential and commercial. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to moderate pedestrian traffic and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #20 — Arrowhead Avenue - 7 t Street to Highland Avenue This segment currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 7,037 vehicles per day. The adjacent land use is residential and commercial. The critical speed is 41 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. Ilk 5 2016 Engineering and Traffic Survey 15 City of San Bernardino Segment #25 — Baseline Street — Medical Center Drive to H Street This segment currently posted at 40 mph and has 2 through lanes in each direction with an OR ADT of 21 ,525 vehicles per day. The adjacent land use is residential, commercial and a school zone. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks and moderate pedestrian traffic that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #33 — E Street — 30th Street to Kendall Drive This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 17,861 vehicles per day. The adjacent land use is residential, commercial and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks and moderate pedestrian traffic that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #40 — Golden Avenue — Highland Avenue to Lynwood Drive This segment currently posted at 40 mph and has 1-2 through lanes in each direction with an ADT of 7,606 vehicles per day. The adjacent land use is residential and commercial. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to uncontrolled crosswalks and moderate pedestrian traffic that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #51 — K Street — Mill Street to Rialto Avenue This segment currently posted at 35 mph and has 1 through lane in each direction with an ADT of 3,424 vehicles per day. The adjacent land use is residential and a school zone. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic and uncontrolled crosswalks that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. Segment #54 — Little Mountain Drive — 271h Street to Northpark Boulevard This segment currently posted at 45 mph and has 2 through lanes in each direction with an ADT of 8,955 vehicles per day. The adjacent land use is residential, commercial and a school zone. The critical speed is 50 mph and would normally justify a 50 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for the above reasons. 2016 Engineering and Traffic Survey 16 City of San Bernardino Segment #62 — Meridian Avenue — Randall Avenue to Mill Street This segment currently posted at 40 mph and has 1 through lane in each direction with an ADT of 6,922 vehicles per day. The adjacent land use is residential and a school zone. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the California Vehicle Code. Segment #69 — Mt. Vernon Avenue — 7t" Street to 21 st Street This segment currently posted at 35 mph and has 2 through lanes in each direction with an ADT of 12,307 vehicles per day. The adjacent land use is business and a school zone. The critical speed is 40 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic and uncontrolled crosswalks that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph forthe above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the California Vehicle Code. Segment #74 — Northpark Boulevard — University Parkway to Little Mountain Drive This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 12,511 vehicles per day. The adjacent land use is residential, church and a school zone. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #75 — Northpark Boulevard — Little Mountain Drive to Electric Avenue This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 7,881 vehicles per day. The adjacent land use is residential and a school zone. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the California Vehicle Code. Segment #76 — Orange Street — Pacific Street to Highland Avenue i This segment currently posted at 35 mph and has 1 through lane in each direction with an ADT of 3,862 vehicles per day. The adjacent land use is residential and a school zone. The critical speed is 41 mph and would normally justify a 40 mph posted speed limit. However, due to moderate pedestrian traffic, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. In addition, 25 mph school zones are recommended per Section 22352 of the California Vehicle Code. I � 2016 Engineering and Traffic Survey 17 City of San Bernardino �a r Segment #77 — Orange Street — Highland Avenue to Piedmont Drive f i This segment currently posted at 35 mph and has 1 through lane in each direction with an ADT of 4,051 vehicles per day. The adjacent land use is residential and a fire station. The critical speed is 42 mph and would normally justify a 40 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. Segment #86 — Redlands Boulevard — Gardena Street to East City Limits This segment currently posted at 45 mph and has 2 through lanes in each direction with an ADT of 13,779 vehicles per day. The adjacent land use is commercial and industrial. The ■ critical speed is 50 mph and would normally justify a 50 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for the above reasons. Segment #89 — Sierra Way— Mill Street to Rialto Avenue This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 3,728 vehicles per day. The adjacent land use is commercial. The critical speed is 45 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #91 — Sierra Way— 30th Street to 40th Street This segment currently posted at 35 mph and has 1 through lane in each direction with an ADT of 10,232 vehicles per day. The adjacent land use is residential. The critical speed is 41 mph and would normally justify a 40 mph posted speed limit. However, due to uncontrolled crosswalks and moderate pedestrian traffic that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 35 mph for the above reasons. Segment #103 — Waterman Avenue — Highland Avenue to 30th Street This segment currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 20,031 vehicles per day. The adjacent land use is residential and a park. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to hidden driveways that may not be apparent to unfamiliar drivers and to maintain uniformity among adjacent segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. r 2016 Engineering and Traffic Survey 18 City of San Bernardino LEGISLATIVE REFERENCES APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CODE SECTION 1. Section 627 of the Vehicle Code: Section 627. (a) "Engineering and traffic survey,"as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following: (1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records. (3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1)to (3), inclusive, of subdivision (b) may consider all of the following: (1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district: a. Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses of business structures. b. Upon both sides of the highway, collectively,within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. C. The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B). (2) Pedestrian and bicyclist safety. Basic Speed Law 22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. Speed Law Violations Section 22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant 2016 Engineering and Traffic Survey 19 City of San Bernardino establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing. Prima Facie Speed Limits Section 22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof: (a) Fifteen miles per hour: (1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways, if during the last 100 feet of the driver's approach to the intersection, the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways,except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley. tog (b) Twenty-five miles per hour: (1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL"warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL"warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR"warning sign.A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented.A local authority may request grant funding from the Pedestrian Safety Account pursuant to Section 894.7 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources. 2016 Engineering and Traffic Survey 20 City of San Bernardino Increase of Local Speed Limits to 65 Miles Per Hour Section 22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state ■ highway otherwise subject to a prima facie limit of 25 miles per hour,the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40,45, 50, 55 or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs 1 giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25 mile per hour prima facie limit, which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366. Downward Speed Zoning Section 22358.5. It is the intent of the Legislature that physical conditions such as width,curvature,grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors,would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions. Boundary Line Streets Section 22359. With respect to boundary line streets and highways where portions thereof are within different 1 jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions. Speed Trap Prohibition Section 40801. 1 No peace officer or other person shall use a speedtrap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code. 2016 Engineering and Traffic Survey 21 City of San Bernardino Speed Trap Section 40802. (a) A "speed trap" is either of the following: (1) A particular section of a highway measured as to distance and with boundaries ' marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a)of Section 22352,or established under Section 22354,22357,22358,or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation,and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone. (b)(1) For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation.When a street or road does not appear on the"California Road System Maps," it may be defined as a"local street or road"if it primarily provides access to abutting residential property and meets the following three conditions: ' (A) Roadway width of not more than 40 feet. (B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445. (C) Not more than one traffic lane in each direction. 1 (2) For purposes of this section"school zone"means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either ,�. during school hours or during the noon recess period. "School zone"also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL"warning sign. (c)(1) When all the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable: (A) When radar is used,the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. 2016 Engineering and Traffic Survey .w 22 City of San Bernardino 1 (C)(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). ' (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior ' to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following: (A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B)(i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A)of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic surrey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of speed limit involves the use of radar or any other electronic device that measures the speed of moving objects: (1) Except as specified in subclause (11), seven years. i (11) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in ' roadway or traffic conditions have occurred including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years. (ii) This subparagraph does not apply to a local street, road, or school zone. Speed Trap Evidence rSection 40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speedtrap. i 2016 Engineering and Traffic Survey ' 23 City of San Bernardino (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph(2) of subdivision (a) of Section 40802. (c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2)of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) subdivision (a) of Section 40802. i 1 1 1 2016 Engineering and Traffic Survey ' 24 City of San Bernardino 1 r i 1 i 1 r r r APPENDIX A Street Segment Data g as r r i r 1 r r r 2016 Engineering and Traffic Survey City of San Bernardino 1 CITY OF SAN BERNARDINO 1 ENGINEERING AND TRAFFIC SURVEY STREET 2ND ST CERTIFICATION DATE 3/17/2016 FROM MT. VERNON AVE TO WATERMAN AVE SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 35 mph ' Time of Speed Survey 3:50 PM Speed Justification 50th Percentile Speed 36 mph MODERATE PED TRAFFIC 85th Percentile Speed 42 mph Average Speed 36 mph 10 mph Pace Speed 30-39 Percentage of Vehicles in Pace 67 Recommended Speed Limit 35 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 4 ' Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.252 TRAFFIC FACTORS Average Daily Traffic 7,204 Date Counted 3/10/2016 Number of Lanes 4 LANES + TWLTL ' Type of Traffic Control TS @ MT VERNON, METROLINK, L, I, 1-215, G, F, E, D, ARROWHEAD, SIERRA, WATERMAN; STOP @ K, RR CROSS Crosswalks @ TS; @ K ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 2.010 miles Width 62 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, CIVIC CENTER Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). i3 1 '11- 1 (0 TE 2341 Vanessa Munoz D to State Registration Number ' CITY OF SAN BERNARDINO 2 ENGINEERING AND TRAFFIC SURVEY STREET 3RD ST CERTIFICATION DATE 3/17/2016 ' FROM SIERRA WAY TO WATERMAN ST SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 40 mph ' Time of Speed Survey 11:25 A Speed Justification 50th Percentile Speed 38 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 38 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 80 Recommended Speed Limit 40 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 5,574 Date Counted 2/11/2016 Number of Lanes 4 LANES ' Type of Traffic Control TS @ SIERRA, WATERMAN Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.360 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, PARK, NATIONAL GUARD Field Study By JD Checked By VM ' CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). ' TE 2341 Vanessa Mun z Date State Registration Number CITY OF SAN BERNARDINO 3 ENGINEERING AND TRAFFIC SURVEY STREET 4TH ST CERTIFICATION DATE 3/17/2016 FROM TIA JUANA ST TO MT. VERNON AVE SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 45 mph ' Time of Speed Survey 12:50 P Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED ' 85th Percentile Speed 42 mph Average Speed 37 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 69 Recommended Speed Limit 40 mph Number of Survey Samples 142 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year k' Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 7,574 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control NONE Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NONE Driveways NORTH SIDE ' ROADWAY FACTORS Length of Segment 0.450 miles Width 76 feet 1 Vertical Curve NONE Horizontal Curve YES ' Visibility FAIR Roadway Conditions FAIR Lighting SOUTH SIDE Adjacent Land Use RESIDENTIAL, RAILROAD SHIPPING Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO � ENGINEERING AND TRAFFIC SURVEY ' STREET 5TH ST CERTIFICATION DATE 3/17/2016 �.. FROM SIERRA WAY TO PEDLEY RD SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 40 mph ' Time of Speed Survey 10-10A Speed Justification 50th Percentile Speed 38 mph UNCONTROLLED X-WALKS, MODERATE 85th Percentile Speed 46 mph PED TRAFFIC Average Speed 39 mph 10 mph Pace Speed 32-41 ' Percentage of Vehicles in Pace 67 Recommended Speed Limit 40 mph Number of Survey Samples 215 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 7,671 Date Counted 2/11/2016 Number of Lanes 2 LANES + TWLTL Type of Traffic Control TS @ SIERRA, WATERMAN Crosswalks @ TS; @ PEDLEY ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES ' Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL, PARK Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 1 �O TE 2341 Nast essa-All oz D to State Registration Number CITY OF SAN BERNARDINO 51 ENGINEERING AND TRAFFIC SURVEY STREET 5TH ST CERTIFICATION DATE 3/17/2016 FROM DEL ROSA DR TO 200' E/O VICTORIA AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 46 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 50 mph Average Speed 45 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 78 Recommended Speed Limit 50 mph Number of Survey Samples 220 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,779 Date Counted 2/11/2016 Number of Lanes 2 LANES + BIKE LANES Type of Traffic Control TS @ DEL ROSA, STERLING, VICTORIA Crosswalks @ TS ' Pedestrian Traffic LIGHT Truck Traffic MODERATE On-Street Parking NONE Sidewalks NONE Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 1.490 miles Width 36 feet ' Vertical Curve NONE Horizontal Curve YES Visibility GOOD Roadway Conditions BAD- POT HOLES Lighting NONE Adjacent Land Use RESIDENTIAL, INDUSTRIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 anessa u oz bate State Registration Number ' CITY OF SAN BERNARDINO s ENGINEERING AND TRAFFIC SURVEY ' STREET 9TH ST CERTIFICATION DATE 3/17/2016 FROM MEDICAL CENTER DR TO H ST «�- SPEED FACTORS Date of Speed Survey 2/5/2015 Posted Speed Limit 40 mph Time of Speed Survey 12:00 P Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED �- 85th Percentile Speed 42 mph Average Speed 37 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 73 Recommended Speed Limit 40 mph Number of Survey Samples 118 .� COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 8,018 Date Counted 2/11/2016 Number of Lanes 4 LANES ' Type of Traffic Control TS @ MEDICAL CENTER, MT. VERNON, L, H Crosswalks @ TS; @ GARNER Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES ' Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.240 miles Width 54 feet Vertical Curve YES, WEST OF H ST Horizontal Curve NONE Visibility FAIR- DWYS AND VERT CURVE Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL, INDUSTRIAL, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t e State of California as a Professional Engineer(Traffic). ' Z/ TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 7 ENGINEERING AND TRAFFIC SURVEY STREET 9TH ST CERTIFICATION DATE 3/17/2016 ' FROM H ST TO SIERRA WAY SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 30 mph Time of Speed Survey 11-00A Speed Justification 50th Percentile Speed 35 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 35 mph 10 mph Pace Speed 32-41 n Percentage of Vehicles in Pace 73 Recommended Speed Limit 40 mph Number of Survey Samples 105 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.185 TRAFFIC FACTORS Average Daily Traffic 10,945 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ H, G, F, E, D, ARROWHEAD, MOUNTAIN VIEW, SIERRA Crosswalks @ TS ' Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.900 miles Width 66 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting SOUTH SIDE Adjacent Land Use RESIDENTIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 8 ENGINEERING AND TRAFFIC SURVEY STREET 9TH ST CERTIFICATION DATE 3/17/2016 FROM SIERRA WAY TO WATERMAN AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 40 mph MTime of Speed Survey 10:00 A Speed Justification 50th Percentile Speed 40 mph MODERATE PED TRAFFIC, UNIFORMITY 85th Percentile Speed 45 mph WITH ADJ SEGMENT Average Speed 40 mph 10 mph Pace Speed 36-45 Percentage of Vehicles in Pace 74 Recommended Speed Limit 40 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 14,897 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS@ SIERRA, WATERMAN Crosswalks @ TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.380 miles Width 66 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). J TE 2341 vg'nessa oz Date State Registration Number ' CITY OF SAN BERNARDINO 9 ENGINEERING AND TRAFFIC SURVEY STREET 9TH ST CERTIFICATION DATE 3/17/2016 FROM WATERMAN AVE TO 600' E/O PRESTON ST SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 39 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 44 mph Average Speed 39 mph 10 mph Pace Speed 36-45 Percentage of Vehicles in Pace 71 Recommended Speed Limit 45 mph Number of Survey Samples 229 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.179 TRAFFIC FACTORS Average Daily Traffic 14,540 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ WATERMAN Crosswalks @ TS; @ PRESTON Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES '"" ROADWAY FACTORS Length of Segment 0.350 miles Width 66 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use COMMERCIAL, SCHOOL Field Study By NS Checked By VM r CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registere 'n the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 10 ENGINEERING AND TRAFFIC SURVEY STREET 21 ST ST CERTIFICATION DATE 3/17/2016 FROM WATERMAN AVE TO PERRIS HILL PARK RD SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 35 mph r Time of Speed Survey 2:55 PM Speed Justification �! 50th Percentile Speed 34 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 34 mph 10 mph Pace Speed 28_37 Percentage of Vehicles in Pace 77 Recommended Speed Limit 35 mph Number of Survey Samples 218 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.400 TRAFFIC FACTORS Average Daily Traffic 8,304 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ WATERMAN, VALENCIA I Crosswalks @ TS; @ KENWOOD Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.550 miles Width 66 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, HOSPITAL, PARK Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t e State of California as a Professional Engineer(Traffic). 3 !� TE 2341 Vanessa Munoz DaW State Registration Number CITY OF SAN BERNARDINO 11 ENGINEERING AND TRAFFIC SURVEY STREET 27TH ST CERTIFICATION DATE 3/17/2016 FROM MT. VERNON AVE TO G ST SPEED FACTORS I Date of Speed Survey Y 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 3:15 PM Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 35 mph 10 mph Pace Speed 30-39 Percentage of Vehicles in Pace 84 Recommended Speed Limit 35 mph Number of Survey Samples 212 I COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year - Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 3,524 Date Counted 2/10/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ MT. VERNON, LITTLE MOUNTAIN/ MIRAMONTE; STOP @ DAVIDSON, MUSCUPIABE, H, G Crosswalks @ TS; @ DAVIDSON, MUSCUPIABE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.990 miles Width 42 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vaness'a-Wnoi Da a State Registration Number CITY OF SAN BERNARDINO 12 ENGINEERING AND TRAFFIC SURVEY STREET 30TH ST CERTIFICATION DATE 3/17/2016 FROM LITTLE MOUNTAIN DR TO VALENCIA AVE SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 11 A7 A Speed Justification 50th Percentile Speed 40 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 46 mph Average Speed 40 mph 10 mph Pace Speed 36-45 Percentage of Vehicles in Pace 69 Recommended Speed Limit 45 mph Number of Survey Samples 223 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 4 Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.121 TRAFFIC FACTORS Average Daily Traffic 11,609 Date Counted 3/9/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ H, E, ARWHD, MTN VIEW, SIERRA, 1-210, WTRMAN, VALNCIA; STOP @ LITTLE MTN, MIRAMONTE, MUSCUPIABE Crosswalks @ TS EXCEPT 1-210 ; @ MIRAMONTE, MUSCUPIABE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NORTH SIDE Sidewalks NORTH SIDE Driveways NORTH SIDE ROADWAY FACTORS Length of Segment 2.610 miles Width 58 feet Vertical Curve NONE Horizontal Curve YES I Visibility FAIR Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL, FREEWAY Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register e in the State of California as a Professional Engineer(Traffic). I —+/1 TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 13 ENGINEERING AND TRAFFIC SURVEY STREET 40TH ST CERTIFICATION DATE 3/17/2016 FROM KENDALL DR TO ELECTRIC AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 45 mph Time of Speed Survey 10-10A Speed Justification 50th Percentile Speed 40 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 43 mph Average Speed 39 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 86 Recommended Speed Limit 45 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.079 TRAFFIC FACTORS Average Daily Traffic 12,088 Date Counted 2/2/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ KENDALL, E, ELECTRIC Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.960 miles Width 72 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, FIRE STATION Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered ' the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 14' ENGINEERING AND TRAFFIC SURVEY STREET 40TH ST CERTIFICATION DATE 3/17/2016 FROM ELECTRIC AVE TO WATERMAN AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 11-10A Speed Justification 50th Percentile Speed 36 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 39 mph Average Speed 36 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 83 Recommended Speed Limit 40 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.162 TRAFFIC FACTORS Average Daily Traffic 20,117 Date Counted 2/2/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ ELECTRIC, MOUNTAIN VIEW, SIERRA, SEPULVEDA, WATERMAN Crosswalks @ TS ; @ GENEVIEVE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.560 miles Width 64 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). 1 TE 2341 Vanessa Munoz Dat6 State Registration Number CITY OF SAN BERNARDINO 15 ENGINEERING AND TRAFFIC SURVEY STREET 40TH ST CERTIFICATION DATE 3/17/2016 FROM WATERMAN AVE TO GOLDEN AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 12:07 P Speed Justification 50th Percentile Speed 45 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 48 mph Average Speed 44 mph 10 mph Pace Speed 40-49 Percentage of Vehicles in Pace 87 Recommended Speed Limit 45 mph Number of Survey Samples 217 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.115 TRAFFIC FACTORS Average Daily Traffic 7,776 Date Counted 2/2/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ WATERMAN ; STOP @ VALENCIA Crosswalks @ TS ; @ STOP ; @ GOLDEN Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.020 miles Width 64 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting SOUTH SIDE Adjacent Land Use RESIDENTIAL, PARK Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t, a State of California as a Professional Engineer(Traffic). //^^ 3/1 - 5�' TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 16 ENGINEERING AND TRAFFIC SURVEY STREET 40TH ST CERTIFICATION DATE 3/17/2016 FROM GOLDEN AVE TO MOUNTAIN AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 1:05 PM Speed Justification 50th Percentile Speed 39 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 39 mph 10 mph Pace Speed 34-43 Ad Percentage of Vehicles in Pace 83 Recommended Speed Limit 40 mph Number of Survey Samples 223 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 4,821 Date Counted 2/2/2016 Number of Lanes 2 LANES + TWLTL Type of Traffic Control NONE Crosswalks @ GOLDEN Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks SOUTH SIDE Driveways NONE ROADWAY FACTORS Length of Segment 0.230 miles Width 46 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered irfithe State of California as a Professional Engineer(Traffic). A2 A_+ 4f0 TE 2341 Vanessa Munoz Dat6 State Registration Number CITY OF SAN BERNARDINO 17 ENGINEERING AND TRAFFIC SURVEY STREET 48TH ST CERTIFICATION DATE 3/17/2016 FROM KENDALL DR TO ELECTRIC AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 35 mph 10 mph Pace Speed 30-39 Percentage of Vehicles in Pace 81 Recommended Speed Limit 35 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.093 TRAFFIC FACTORS Average Daily Traffic 5,446 Date Counted 2/2/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ LITTLE MOUNTAIN ; STOP @ KENDALL, H, F, ELECTRIC Crosswalks @ TS ; @ SUN VALLEY, 4TH, 3RD, F, MAYFIELD, ELECTRI Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NORTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.800 miles Width 40 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting SOUTH SIDE Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz I State Registration Number w CITY OF SAN BERNARDINO 18 ENGINEERING AND TRAFFIC SURVEY STREET ARDEN AVE CERTIFICATION DATE 3/17/2016 FROM PACIFIC ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 11-10A Speed Justification 50th Percentile Speed 38 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 43 mph Average Speed 39 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 73 Recommended Speed Limit 40 mph Number of Survey Samples 210 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.401 TRAFFIC FACTORS Average Daily Traffic 9,118 Date Counted 2/4/2016 Number of Lanes 3 LANES + TWLTL Type of Traffic Control TS @ PACIFIC, 20TH, 1-210, HIGHLAND Crosswalks @ PACIFIC, 20TH, HIGHLAND Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking WEST SIDE Sidewalks BOTH SIDES Driveways EAST SIDE ROADWAY FACTORS Length of Segment 0.500 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, PARK, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register e in the State of California as a Professional Engineer(Traffic). JA A TE 2341 anessa Munoz D e State Registration Number CITY OF SAN BERNARDINO 19 ENGINEERING AND TRAFFIC SURVEY STREET ARROWHEAD AVE CERTIFICATION DATE 3/17/2016 FROM ESPARANZA ST TO RIALTO AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 40 mph Time of Speed Survey 3:15 PM Speed Justification 50th Percentile Speed 40 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 40 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 77 Recommended Speed Limit 40 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,839 Date Counted 2/23/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ MILL, RIALTO Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.780 miles Width 62 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered ' the State of California as a Professional Engineer(Traffic). A-2- A� TE 2341 Vanessa Munoz Dat6 State Registration Number CITY OF SAN BERNARDINO 20, ENGINEERING AND TRAFFIC SURVEY STREET ARROWHEAD AVE CERTIFICATION DATE 3/17/2016 FROM 7TH ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:15 AM Speed Justification 50th Percentile Speed 38 mph MODERATE PED TRAFFIC 85th Percentile Speed 41 mph Average Speed 37 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 77 Recommended Speed Limit 35 mph Number of Survey Samples 210 COLLISION HISTORY �. Number of Years Studied 3 years Total Collisions 4 Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.317 TRAFFIC FACTORS Average Daily Traffic 7,037 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ 7TH, 9TH, BASELINE, 13TH, HIGHLAND Crosswalks @ TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES jSidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS * Length of Segment 1.640 miles Width 56 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- DWYS AND PARKING Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By NS Checked By VM T CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in he State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Da a State Registration Number CITY OF SAN BERNARDINO 21 ENGINEERING AND TRAFFIC SURVEY STREET ARROWHEAD AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO KENDALL DR SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 40 mph Time of Speed Survey 3:00 PM Speed Justification 50th Percentile Speed 42 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 47 mph Average Speed 42 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 75 Recommended Speed Limit 45 mph Number of Survey Samples 224 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 4 Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.690 TRAFFIC FACTORS Average Daily Traffic 3,041 Date Counted 2/23/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ HIGHLAND, 26TH, 30TH, MARSHALL ; STOP @ 34TH, THOMPSON, D Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.740 miles Width 56 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR- DWYS Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 A 6O TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 22I ENGINEERING AND TRAFFIC SURVEY STREET ATLANTIC AVE CERTIFICATION DATE 3/17/2016 FROM PALM AVE TO CIENEGA CT SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 30 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 35 mph Average Speed 31 mph 10 mph Pace Speed 25-34 Percentage of Vehicles in Pace 81 Recommended Speed Limit 35 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 2,893 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control STOP @ PALM Crosswalks @ PALM Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.340 miles Width 44 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting NORTH SIDE Adjacent Land Use RESIDENTIAL, CHURCH, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered"n the State of California as a Professional Engineer(Traffic). 3 TE 2341 anessa Munoz ____D We State Registration Number ague CITY OF SAN BERNARDINO 23 ENGINEERING AND TRAFFIC SURVEY STREET BASELINE ST CERTIFICATION DATE 3/17/2016 FROM MERIDIAN AVE TO CALIFORNIA ST SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 55 mph Time of Speed Survey 11:40 A Speed Justification 50th Percentile Speed 51 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 55 mph Average Speed 51 mph 10 mph Pace Speed 47-56 Percentage of Vehicles in Pace 85 Recommended Speed Limit 55 mph Number of Survey Samples 206 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.132 TRAFFIC FACTORS Average Daily Traffic 13,821 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLT Type of Traffic Control TS @ MERIDIAN, STATE, CALIFORNIA, UNIVERSITY Crosswalks @ CALIFORNIA Pedestrian Traffic LIGHT Truck Traffic MODERATE On-Street Parking BOTH SIDES Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 70 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR- VERT CURVE Roadway Conditions GOOD Lighting SOUTH SIDE Adjacent Land Use INDUSTRIAL, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 24 ENGINEERING AND TRAFFIC SURVEY STREET BASELINE ST CERTIFICATION DATE 3/17/2016 FROM CALIFORNIA ST TO MEDICAL CENTER DR SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 45 mph Time of Speed Survey 10:20 A Speed Justification 50th Percentile Speed 41 mph CLOSEST TO 85TH SPEED w* 85th Percentile Speed 47 mph Average Speed 41 mph 10 mph Pace Speed 38-47 Percentage of Vehicles in Pace 60 Recommended Speed Limit 45 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.121 TRAFFIC FACTORS Average Daily Traffic 15,683 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ CALIFORNIA, MEDICAL CENTER Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic MODERATE On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.480 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- DWYS Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). —� 1 TE 2341 Vanessa Munoz ate State Registration Number CITY OF SAN BERNARDINO 25 ENGINEERING AND TRAFFIC SURVEY STREET BASELINE ST CERTIFICATION DATE 3/17/2016 FROM MEDICAL CENTER DR TO H ST SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 40 mph UNCONTROLLED X-WALKS, MODERATE 85th Percentile Speed 46 mph PED TRAFFIC Average Speed 39 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 52 Recommended Speed Limit 40 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 7 Annual Collision Rate 2.33 accidents/year Collisions per Million Vehicle Miles 0.241 TRAFFIC FACTORS Average Daily Traffic 21,525 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ MEDICAL CENTER, MT. VERNON, MASSACHUSETTS, PERRIS, 1-215 N, 1-215 S, H Crosswalks @ TS EXCEPT 1-215 N & 1-215 S ; @ DAVIDSON Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Aw Length of Segment 1.230 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR- PARKING AND DWYS Roadway Conditions BAD- POT HOLES Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registers in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 26 ENGINEERING AND TRAFFIC SURVEY STREET BASELINE ST CERTIFICATION DATE 3/17/2016 FROM SIERRA WAY TO DEL ROSA AVE SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 39 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 38 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 65 Recommended Speed Limit 40 mph Number of Survey Samples 217 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 6 Annual Collision Rate 2 accidents/year Collisions per Million Vehicle Miles 0.149 TRAFFIC FACTORS Average Daily Traffic 18,501 Date Counted 3/9/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ SIERRA, WATERMAN, CRESTVIEW, WINDSOR, TIPPECANOE, DEL ROSA DR, DEL ROSA AVE Crosswalks @ TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.990 miles Width 72 feet Vertical Curve NONE Horizontal Curve NONE ■ Visibility GOOD Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: 1, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 27 ENGINEERING AND TRAFFIC SURVEY STREET CALIFORNIA ST CERTIFICATION DATE 3/17/2016 FROM BASELINE ST TO CAJON BLVD SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:30 A Speed Justification 50th Percentile Speed 40 mph CALIFORNIA MUTCD OPTION 2 *► 85th Percentile Speed 44 mph Average Speed 40 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 72 Recommended Speed Limit 40 mph Number of Survey Samples 237 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.089 TRAFFIC FACTORS Average Daily Traffic 4,772 Date Counted 3/10/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ BASELINE, HIGHLAND ; STOP @ MAGNOLIA, 16TH, 20TH, CAJON Crosswalks @ TS ; @ MAGNOLIA, 19TH, 27TH Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.160 miles Width 44 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- DWYS Roadway Conditions FAIR Lighting EAST SIDE Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). ' TE 2341 Vanessa Munoz Date State Registration Number i CITY OF SAN BERNARDINO -28 ENGINEERING AND TRAFFIC SURVEY STREET CENTRAL AVE CERTIFICATION DATE 3/17/2016 FROM ARROWHEAD AVE TO 100' E/O VALLEY VIEW AVE SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 45 mph Time of Speed Survey 12:45 P Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 37 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 71 Recommended Speed Limit 40 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.134 TRAFFIC FACTORS Average Daily Traffic 6,819 Date Counted 2/23/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ ARROWHEAD, WATERMAN, VALLEY VIEW; STOP@ RR CROSS Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 46 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, INDUSTRIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly regist red,;n the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz ate State Registration Number CITY OF SAN BERNARDINO 29 ENGINEERING AND TRAFFIC SURVEY STREET D ST CERTIFICATION DATE 3/17/2016 FROM 6TH ST TO 28TH ST SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:50 PM Speed Justification 50th Percentile Speed 40 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 45 mph Average Speed 40 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 70 Recommended Speed Limit 45 mph Number of Survey Samples 240 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 4,474 Date Counted 3/9/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ 6TH, 9TH, BASELINE, HIGHLAND ; STOP @ 13TH, 16TH Crosswalks @ TS ; @ STOP Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.200 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r ^_ TE 2341 Vane sa Munoz Date State Registration Number CITY OF SAN BERNARDINO 30 ENGINEERING AND TRAFFIC SURVEY STREET DEL ROSA AVE CERTIFICATION DATE 3/17/2016 FROM DEL ROSA DR TO MARSHALL BLVD SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 1:25 PM Speed Justification 50th Percentile Speed 39 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 43 mph Average Speed 39 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 78 Recommended Speed Limit 40 mph Number of Survey Samples 220 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 10 Annual Collision Rate 3.33 accidents/year Collisions per Million Vehicle Miles 0.408 TRAFFIC FACTORS Average Daily Traffic 18,954 Date Counted 2/4/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ DEL ROSA DR, HIGHLAND, PUMALO, DATE, 1-210, LYNWOOD Crosswalks @ TS ' Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.180 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions FAIR Lighting WEST SIDE Adjacent Land Use COMMERCIAL, RESIDENTIAL Field Study By KC Checked By VM ' CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register in- a State of California as a Professional Engineer(Traffic).' L, TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 31 ENGINEERING AND TRAFFIC SURVEY STREET DEL ROSA AVE CERTIFICATION DATE 3/17/2016 FROM MARSHALL BLVD TO 39TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 45 mph Time of Speed Survey 2:15 PM Speed Justification 50th Percentile Speed 45 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 45 mph 10 mph Pace Speed 40-49 ' Percentage of Vehicles in Pace 75 Recommended Speed Limit 45 mph Number of Survey Samples 225 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 9,952 Date Counted 2/4/2016 Number of Lanes 3 LANES Type of Traffic Control STOP @ EUREKA Crosswalks @ STOP Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking WEST SIDE Sidewalks WEST SIDE Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.810 miles Width 50 feet Vertical Curve YES Horizontal Curve NONE ' Visibility FAIR Roadway Conditions FAIR Lighting WEST SIDE ' Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r3 A --I- A lO TE 2341 Vanessa unoz Date State Registration Number CITY OF SAN BERNARDINO 32 ENGINEERING AND TRAFFIC SURVEY STREET E ST CERTIFICATION DATE 3/17/2016 FROM HUNTS LN TO CENTURY AVE SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 37 mph 10 mph Pace Speed 31-40 ' Percentage of Vehicles in Pace 70 Recommended Speed Limit 40 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.071 z TRAFFIC FACTORS Average Daily Traffic 12,919 Date Counted 2/10/2016 Number of Lanes 4 LANES + 2 BUS LANES Type of Traffic Control TS @ HUNTS, HOSPITALITY, FAIRWAY, CENTURY Crosswalks @ HOSPITALITY, FAIRWAY, CENTURY Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 1.000 miles ' Width 72 feet Vertical Curve NONE Horizontal Curve YES ' Visibility FAIR Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By JD Checked By VM ' CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register d ' the State of California as a Professional Engineer(Traffic). A' TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 33 ENGINEERING AND TRAFFIC SURVEY ' STREET E ST CERTIFICATION DATE 3/17/2016 FROM 30TH ST TO KENDALL DR SPEED FACTORS ' Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 3:15 PM Speed Justification 50th Percentile Speed 40 mph UNCONTROLLED X-WALKS, MODERATE 85th Percentile Speed 45 mph PED TRAFFIC,UNIFORMITY WITH ADJ Average Speed 40 mph SEGMENT 10 mph Pace Speed 35-44 ' Percentage of Vehicles in Pace 71 Recommended Speed Limit 40 mph Number of Survey Samples 214 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 9 ' Annual Collision Rate 3 accidents/year Collisions per Million Vehicle Miles 0.598 TRAFFIC FACTORS Average Daily Traffic 17,861 Date Counted 2/9/2016 Number of Lanes 4 LANES ' Type of Traffic Control TS @ 30TH, MARSHALL„ 34TH, 35TH Crosswalks @ TS ; @ 33RD, 35TH ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.770 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register d in t e State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 34 ENGINEERING AND TRAFFIC SURVEY ' STREET ELECTRIC AVE CERTIFICATION DATE 3/17/2016 ' FROM 40TH ST TO NORTHPARK BLVD SPEED FACTORS ' Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 1:05 PM Speed Justification 50th Percentile Speed 38 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 38 mph 10 mph Pace Speed 33-42 ' Percentage of Vehicles in Pace 79 Recommended Speed Limit 40 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 ' TRAFFIC FACTORS Average Daily Traffic 11,767 Date Counted 2/2/2016 Number of Lanes 2 LANES + BIKE LANES Type of Traffic Control TS @ 40TH ; STOP @ 48TH Crosswalks @ TS ; @ STOP ; @ 50TH Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking WEST SIDE Sidewalks WEST SIDE Driveways WEST SIDE ' ROADWAY FACTORS Length of Segment 0.710 miles ' Width 37 feet Vertical Curve YES Horizontal Curve YES ' Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By KC Checked By VM ' CERTIFICATION: 1,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Mun Dke State Registration Number CITY OF SAN BERNARDINO 35 ENGINEERING AND TRAFFIC SURVEY ' STREET EUCALYPTUS AVE CERTIFICATION DATE 3/17/2016 ' FROM MILL ST TO RIALTO AVE SPEED FACTORS ' Date of Speed Survey 2/10/2016 Posted Speed Limit 35 mph Time of Speed Survey 11:30 A Speed Justification 50th Percentile Speed 35 mph CLOSEST TO 85TH SPEED ' 85th Percentile Speed 40 mph Average Speed 35 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 64 Recommended Speed Limit 40 mph Number of Survey Samples 214 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 5,987 Date Counted 2/17/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ MILL ; STOP @ RIALTO, RR CROSS Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT ' On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.480 miles Width 40 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered,igthe State of California as a Professional Engineer(Traffic). , ':�� (4y�A—AA 3/1 `T4 TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO -36 ENGINEERING AND TRAFFIC SURVEY STREET FOOTHILL DR CERTIFICATION DATE 3/17/2016 ' FROM DEL ROSA AVE TO ARDEN AVE SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 3:10 PM Speed Justification 50th Percentile Speed 36 mph CLOSEST TO 85TH SPEED ' 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 31-40 ' Percentage of Vehicles in Pace 76 Recommended Speed Limit 40 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 ' TRAFFIC FACTORS Average Daily Traffic 1,544 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control STOP @ DEL ROSA AVE, STERLING, ARDEN Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic LIGHT ' On-Street Parking BOTH SIDES Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.120 miles Width 44 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, CHURCH Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered In the State of California as a Professional Engineer(Traffic). S!J TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 37 ENGINEERING AND TRAFFIC SURVEY STREET G ST CERTIFICATION DATE 3/17/2016 FROM 6TH ST TO 140' NORTH OF 29TH ST SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 1:55 PM Speed Justification 50th Percentile Speed 32 mph CLOSEST TO 85TH SPEED ' 85th Percentile Speed 36 mph Average Speed 32 mph 10 mph Pace Speed 26-35 ' Percentage of Vehicles in Pace 72 Recommended Speed Limit 35 mph Number of Survey Samples 221 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 ' Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.091 TRAFFIC FACTORS Average Daily Traffic 4,290 Date Counted 3/9/2016 F* Number of Lanes 2 LANES Type of Traffic Control TS @ 6TH, 9TH, BASELINE, HIGHLAND, STOP @ 13TH hr Crosswalks @ TS ; @ 7TH, 13TH, 16TH, 23RD, 24TH, 26TH Pedestrian Traffic HEAVY Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 2.350 miles ' Width 54 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- AT DRIVEWAYS Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By NS Checked By VM ' CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register d in the State of California as a Professional Engineer(Traffic). ' 3 � TE 2341 Vanessa Muno Date State Registration Number CITY OF SAN BERNARDINO 38 ENGINEERING AND TRAFFIC SURVEY ' STREET G ST CERTIFICATION DATE 3/17/2016 ' FROM 150' SOUTH OF 30TH ST TO MARSHALL BLVD SPEED FACTORS ' Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:00 PM Speed Justification 50th Percentile Speed 34 mph CLOSEST TO 85TH SPEED ' 85th Percentile Speed 37 mph Average Speed 33 mph 10 mph Pace Speed 28_37 Percentage of Vehicles in Pace 82 Recommended Speed Limit 35 mph Number of Survey Samples 211 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS 3 Average Daily Traffic 692 Date Counted 2/4/2016 Number of Lanes NOT STRIPED Type of Traffic Control STOP @ 30TH, MARSHALL Crosswalks @ MARSHALL Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.210 miles Width 40 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility FAIR, TREES, PARKING AND DWYS Roadway Conditions FAIR Lighting EAST SIDE ' Adjacent Land Use RESIDENTIAL Field Study By NS Checked By VM ' CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i he State of California as a Professional Engineer(Traffic). 3 a- ` TE 2341 Vanessa Munoz Datel State Registration Number ' CITY OF SAN BERNARDINO -39' ENGINEERING AND TRAFFIC SURVEY ' STREET GILBERT ST CERTIFICATION DATE 3/17/2016 FROM WATERMAN AVE TO 207' E/O CEDAR AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 35 mph Time of Speed Survey 12:30 P Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 39 mph Average Speed 35 mph 10 mph Pace Speed 31-40 f Percentage of Vehicles in Pace 83 Recommended Speed Limit 35 mph p Number of Survey Samples 209 COLLISION HISTORY irr Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,556 Date Counted 2/11/2016 Number of Lanes 2 LANES tType of Traffic Control TS @ WATERMAN, CRESTVIEW, WINDSOR Crosswalks @ TS ; @ CEDAR ' Pedestrian Traffic MODERATE Truck Traffic LIGHT ' On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.670 miles Width 40 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL, HEALTH CENTER, JUVENILE CTR Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t State of California as a Professional Engineer(Traffic). �O TE 2341 't A A 2,ZI a Van ssa M oz Date State Registration Number ' CITY OF SAN BERNARDINO 40, ENGINEERING AND TRAFFIC SURVEY STREET GOLDEN AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO LYNWOOD DR SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 40 mph Time of Speed Survey 11:25 A Speed Justification 50th Percentile Speed 41 mph UNCONTROLLED X-WALKS, MODERATE 85th Percentile Speed 45 mph PED TRAFFIC Average Speed 41 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 72 Recommended Speed Limit 40 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.329 TRAFFIC FACTORS Average Daily Traffic 7,606 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ HIGHLAND, LYNWOOD Crosswalks @ TS ; @ PUMALO Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 0.730 miles Width 62 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). 3 TE 2341 Vanessa unoz Date State Registration Number CITY OF SAN BERNARDINO 41', ENGINEERING AND TRAFFIC SURVEY STREET H ST CERTIFICATION DATE 3/17/2016 FROM 6TH ST TO MARSHALL BLVD SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 12:55 P Speed Justification 50th Percentile Speed 34 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 39 mph Average Speed 34 mph 10 mph Pace Speed 29-38 Percentage of Vehicles in Pace 73 Recommended Speed Limit 35 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.085 TRAFFIC FACTORS Average Daily Traffic 3,964 Date Counted 3/10/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ 6TH, 9TH, BASELINE, HIGHLAND, 1-210 EAST, 1-210 WEST, 30TH ; STOP @ 13TH, 16TH, 27TH, MARSHALL Crosswalks @ TS EXCEPT 1-210 EAST, 1-210 WEST ; @ 13TH Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.700 miles Width 40 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- DWYS, PARKING Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). l0 TE 2341 Vanessa unoz Dat4 State Registration Number CITY OF SAN BERNARDINO 42 ENGINEERING AND TRAFFIC SURVEY STREET HALLMARK PKWY CERTIFICATION DATE 3/17/2016 FROM UNIVERSITY PKWY TO LEXINGTON PKWY SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 50 mph Time of Speed Survey 11:20 A Speed Justification 50th Percentile Speed 46 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 50 mph Average Speed 45 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 67 Recommended Speed Limit 50 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 5 Annual Collision Rate 1.67 accidents/year Collisions per Million Vehicle Miles 0.716 TRAFFIC FACTORS Average Daily Traffic 5,362 Date Counted 2/2/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ UNIVERSITY, GANNETT Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic MODERATE On-Street Parking NONE Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.190 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, INDUSTRIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registere in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 43 ENGINEERING AND TRAFFIC SURVEY STREET HIGHLAND AVE CERTIFICATION DATE 3/17/2016 FROM SIERRA WAY TO VALENCIA AVE SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 1.00 PM Speed Justification 50th Percentile Speed 36 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 85 Recommended Speed Limit 40 mph Number of Survey Samples 218 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.052 TRAFFIC FACTORS Average Daily Traffic 24,214 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ SIERRA, WATERMAN, VALENCIA Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.720 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registers in th State of California as a Professional Engineer(Traffic). �O TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 44 ENGINEERING AND TRAFFIC SURVEY STREET HIGHLAND AVE CERTIFICATION /17/2 1 ON DATE 0 6 FROM VALENCIA AVE TO ARDEN AVE SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:52 AM Speed Justification 50th Percentile Speed 40 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 40 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 76 Recommended Speed Limit 40 mph Number of Survey Samples 231 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 11 Annual Collision Rate 3.67 accidents/year Collisions per Million Vehicle Miles 0.248 TRAFFIC FACTORS Average Daily Traffic 18,877 Date Counted 3/9/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ VALENCIA, HARRISON, GOLDEN, DEL ROSA AVE, STERLING, 1 -210, ARDEN Crosswalks @ TS EXCEPT 1-210 Pedestrian Traffic HEAVY Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.150 miles Width 64-90 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES ' Adjacent Land Use COMMERCIAL, PARK Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. 1 am duly registered in t State of California as a Professional Engineer(Traffic). 0_,� A OR -3 /1 fi TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 45 ENGINEERING AND TRAFFIC SURVEY STREET HILL DR CERTIFICATION DATE 3/17/2016 FROM MAGNOLIA DR TO H ST SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 12:40 P Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 35 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 88 Recommended Speed Limit 35 mph Number of Survey Samples 221 COLLISION HISTORY trr Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 2,419 Date Counted 2/2/2016 Number of Lanes 2 LANES Type of Traffic Control STOP @ H Crosswalks @ MAGNOLIA, 4TH Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NORTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.620 miles Width 52 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). AJ 3 TE 2341 Vanessa Mu z Date State Registration Number CITY OF SAN BERNARDINO 46 ENGINEERING AND TRAFFIC SURVEY STREET HILL DR CERTIFICATION DATE 3/17/2016 FROM LOUISE ST TO E ST SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 35 mph Time of Speed Survey 7:00 AM Speed Justification 50th Percentile Speed 24 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 28 mph Average Speed 24 mph 10 mph Pace Speed 19_28 Percentage of Vehicles in Pace 80 Recommended Speed Limit 30 mph Number of Survey Samples 204 COLLISION HISTORY Number of Years Studied 3 years AL Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 767 Date Counted 2/2/2016 Number of Lanes NOT STRIPED Type of Traffic Control NONE Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways SOUTH SIDE ROADWAY FACTORS Length of Segment 0.220 miles Wi dth 38 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, PARK Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in toe State of California as a Professional Engineer(Traffic). I TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 47 ENGINEERING AND TRAFFIC SURVEY STREET HOSPITALITY LN CERTIFICATION DATE 3/17/2016 FROM E ST TO WATERMAN AVE t SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 35 mph Time of Speed Survey 10:20 A Speed Justification 50th Percentile Speed 34 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 37 mph Average Speed 34 mph 10 mph Pace Speed 29_38 Percentage of Vehicles in Pace 83 Recommended Speed Limit 35 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.136 TRAFFIC FACTORS Average Daily Traffic 8,013 Date Counted 2/10/2016 Number of Lanes 4 LANES + 2 BUS LANES Type of Traffic Control TS @ E, HUNTS, COMMERCENTER DR, COMMERCENTER CT, WATERMAN Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.840 miles Width 70 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, HOSPITAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in th�e State of California as a Professional Engineer(Traffic). I A Al 4o TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 48 ENGINEERING AND TRAFFIC SURVEY STREET HUNTS LN CERTIFICATION DATE 3/17/2016 FROM BARTON RD TO COMMERCIAL RD SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 45 mph Time of Speed Survey 11:35 A Speed Justification 50th Percentile Speed 43 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 43 mph 10 mph Pace Speed 39-48 Percentage of Vehicles in Pace 73 Recommended Speed Limit 45 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 12,276 Date Counted 2/10/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ WASHINGTON, COOLEY ; STOP @ RIVERWOOD Crosswalks @ TS ; @ HERITAGE Pedestrian Traffic LIGHT Truck Traffic LIGHT -- On-Street Parking NONE Sidewalks BOTH SIDES Driveways NONE ROADWAY FACTORS Length of Segment 0.530 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t e State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Dat State Registration Number owbo .i. ' CITY OF SAN BERNARDINO 49 ENGINEERING AND TRAFFIC SURVEY STREET INDUSTRIAL PKWY CERTIFICATION D ATE 3/17/2016 0 6 FROM LEXINGTON PKWY TO PALM AVE SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 50 mph Time of Speed Survey 10:10 A Speed Justification 50th Percentile Speed 45 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 50 mph Average Speed 43 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 60 Recommended Speed Limit 50 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.330 TRAFFIC FACTORS Average Daily Traffic 4,010 Date Counted 2/2/2016 Number of Lanes 4 LANES Type of Traffic Control STOP @ PALM Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic MODERATE On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.380 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use INDUSTRIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). IU TE 2341 Vanessa Munoz Dat6 State Registration Number CITY OF SAN BERNARDINO 50 ENGINEERING AND TRAFFIC SURVEY STREET INLAND CENTER DR CERTIFICATION DATE 3/17/2016 FROM E ST TO 1570' SW/O I ST SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 35 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 36 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 30-39 Percentage of Vehicles in Pace 72 Recommended Speed Limit 40 mph Number of Survey Samples 231 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.153 TRAFFIC FACTORS Average Daily Traffic 10,834 Date Counted 2/17/2016 Number of Lanes 2 LANES+TWLTL + RAISED MEDIAN Type of Traffic Control TS @ E, G, AD ELL, 1-215, 1 Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.100 miles Width 44 feet Vertical Curve YES Horizontal Curve NONE Visibility GOOD Roadway Conditions BAD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). �O TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 51 ENGINEERING AND TRAFFIC SURVEY STREET K ST CERTIFICATION DATE 3/17/2016 FROM MILL ST TO RIALTO AVE SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 35 mph Time of Speed Survey 10:15 A Speed Justification 50th Percentile Speed 36 mph MODERATE PED TRAFFIC, 85th Percentile Speed 40 mph UNCONTROLLED X-WALKS Average Speed 36 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 79 Recommended Speed Limit 35 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.889 TRAFFIC FACTORS Average Daily Traffic 3,424 Date Counted 2/17/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ MILL, RIALTO Crosswalks @ TS ; @ OAK, CHANNEL, CONGRESS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.600 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By JD Checked By VIM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 52 ENGINEERING AND TRAFFIC SURVEY STREET KENDALL DR CERTIFICATION DATE 3/17/2016 FROM E ST TO 40TH ST SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 2:15 PM Speed Justification 50th Percentile Speed 41 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 46 mph Average Speed 42 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 79 Recommended Speed Limit 45 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 15 Annual Collision Rate 5 accidents/year Collisions per Million Vehicle Miles 1.346 TRAFFIC FACTORS Average Daily Traffic 10,181 Date Counted 2/2/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ H, F, 40TH Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks NORTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 52 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r4f vu_� TE 2341 Vanessaliunoz Date State Registration Number CITY OF SAN BERNARDINO - 53 ENGINEERING AND TRAFFIC SURVEY STREET KENDALL DR CERTIFICATION DATE 3/17/2016 FROM 40TH ST TO PALM AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 50 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 49 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 53 mph IAverage Speed 49 mph 10 mph Pace Speed 46-55 Percentage of Vehicles in Pace 80 Recommended Speed Limit 50 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 15 Annual Collision Rate 5 accidents/year Collisions per Million Vehicle Miles 0.274 TRAFFIC FACTORS Average Daily Traffic 13,579 Date Counted 3/9/2016 Number of Lanes 4 LANES + TWLTL + BIKE LANES Type of Traffic Control TS @ 40TH, LITTLE MOUNTAIN, UNIVERSITY PKWY, CAMBRIDGE, CAMPUS, WAGONWHEEL, PINE, DRVWY, PALM Crosswalks @ TS ; @ LAKEWOOD Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 3.680 miles Width 76 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, PARK, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered ' the State of California as a Professional Engineer(Traffic). 3 /( & TE 2341 Vanessa Wunoz Date( State Registration Number CITY OF SAN BERNARDINO 54 ENGINEERING AND TRAFFIC SURVEY STREET LITTLE MOUNTAIN DR CERTIFICATION DATE 3/17/2016 FROM 27TH ST TO NORTHPARK BLVD SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 45 mph Time of Speed Survey 3:25 PM Speed Justification 50th Percentile Speed 45 mph MODERATE PED TRAFFIC 85th Percentile Speed 50 mph Average Speed 44 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 67 Recommended Speed Limit 45 mph Number of Survey Samples 221 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 12 Annual Collision Rate 4 accidents/year Collisions per Million Vehicle Miles 0.411 TRAFFIC FACTORS Average Daily Traffic 8,955 Date Counted 3/6/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ 27TH, EDGEHILL, SCHOOL XING, KENDALL, 48TH, NORTHPARK Crosswalks @ TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.980 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting EAST SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: 1, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 5 TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 55 ENGINEERING AND TRAFFIC SURVEY STREET LYNWOOD DR CERTIFICATION DATE 3/17/2016 FROM VALENCIA AVE TO DEL ROSA AVE SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 39 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph �- Average Speed 40 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 74 Recommended Speed Limit 40 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.074 TRAFFIC FACTORS Average Daily Traffic 10,733 Date Counted 2/4/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ GOLDEN, DEL ROSA AVE ; STOP @ VALENCIA, 30TH, Crosswalks @ TS; @ MOUNTAIN Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks SOUTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.150 miles Width 64 feet Vertical Curve NONE Horizontal Curve YES ` Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, PARK Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i he State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Da a State Registration Number CITY OF SAN BERNARDINO 56 ENGINEERING AND TRAFFIC SURVEY STREET MACY ST CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO NORTH CITY LIMITS SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 40 mph .. Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 35 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 35 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 77 Recommended Speed Limit 40 mph Number of Survey Samples 228 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 7,518 Date Counted 2/10/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ HIGHLAND Crosswalks @ TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways EAST SIDE ROADWAY FACTORS Length of Segment 0.160 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD .. Roadway Conditions FAIR Lighting EAST SIDE Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). �� &7) TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 57 ENGINEERING AND TRAFFIC SURVEY STREET MARSHALL BLVD CERTIFICATION DATE 3/17/2016 FROM LITTLE MOUNTAIN DR TO LADERA RD SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 1:45 PM Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 35 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 85 Recommended Speed Limit 35 mph Number of Survey Samples 211 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 1,206 Date Counted 2/10/2016 Number of Lanes NOT STRIPED Type of Traffic Control STOP@ LITTLE MOUNTAIN, MIRAMONTE, MUSCUPIABE, LADERA Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NORTH SIDE Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.770 miles Width 30 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting SOUTH SIDE Adjacent Land Use RESIDENTIAL, PARK Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number ri■- CITY OF SAN BERNARDINO 58 ENGINEERING AND TRAFFIC SURVEY STREET MARSHALL BLVD CERTIFICATION DATE 3/17/2016 FROM LADERA RD TO WATERMAN AVE SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 12:35 P Speed Justification 50th Percentile Speed 36 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 39 mph Average Speed 35 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 79 Recommended Speed Limit 35 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.176 TRAFFIC FACTORS Average Daily Traffic 3,355 Date Counted 2/10/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ E, ARROWHEAD, SIERRA, WATERMAN ; STOP @ H, G, MOUNTAIN VIEW, LEROY Crosswalks @ TS ; @ G Pedestrian Traffic LIGHT Truck Traffic LIGTH On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.550 miles Width 50 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, LIBRARY Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). Zh TE 2341 Vanessa Munoz D to State Registration Number rn■��r CITY OF SAN BERNARDINO 59, ENGINEERING AND TRAFFIC SURVEY STREET MASSACHUSETTS AVE CERTIFICATION DATE 3/17/2016 FROM BASELINE ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 35 mph Time of Speed Survey 1.05 PM Speed Justification 50th Percentile Speed 34 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 37 mph Average Speed 33 mph 10 mph Pace Speed 28_37 Percentage of Vehicles in Pace 88 Recommended Speed Limit 35 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.649 TRAFFIC FACTORS Average Daily Traffic 2,814 Date Counted 2/11/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ BASELINE, HIGHLAND ; STOP @ 14TH, 16TH Crosswalks @ TS ; @ 14TH, EVANS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 30 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz J Da el State Registration Number CITY OF SAN BERNARDINO 60 ENGINEERING AND TRAFFIC SURVEY STREET MEDICAL CENTER DR CERTIFICATION DATE 3/17/2016 FROM 5TH ST TO BASELINE ST SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 35 mph Time of Speed Survey 11:22 A Speed Justification 50th Percentile Speed 32 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 37 mph Average Speed 32 mph 10 mph Pace Speed 26-35 Percentage of Vehicles in Pace 71 Recommended Speed Limit 35 mph Number of Survey Samples 223 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 40 TRAFFIC FACTORS Average Daily Traffic 6,807 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ 5TH, 9TH, BASELINE ; STOP @ 7TH Crosswalks @ TS ; @ STOP Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.900 miles Width 40 feet Vertical Curve NONEYES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By NS Checked By VM +- CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in tl�e State of California as a Professional Engineer(Traffic). 0 TE 2341 Vanessa Munoz Date State Registration Number I CITY OF SAN BERNARDINO 61 ENGINEERING AND TRAFFIC SURVEY STREET MEDICAL CENTER DR CERTIFICATION DATE 3/17/2016 FROM BASELINE ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:07 A Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 77 Recommended Speed Limit 40 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 4 Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.330 TRAFFIC FACTORS Average Daily Traffic 11,076 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @ BASELINE, MAGNOLIA, 16TH, 17TH, 19TH, HIGHLAND Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.000 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 A TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 22 ENGINEERING AND TRAFFIC SURVEY STREET MERIDIAN AVE CERTIFICATION DATE 3/17/2016 FROM RANDALL AVE TO MILL ST SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 40 mph Time of Speed Survey 2:15 PM Speed Justification 50th Percentile Speed 40 mph MODERATE PED TRAFFIC 85th Percentile Speed 46 mph Average Speed 41 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 68 Recommended Speed Limit 40 mph Number of Survey Samples 212 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,922 Date Counted 2/11/2016 Number of Lanes 2 LANES Type of Traffic Control TS @MILL, RANDALL, Crosswalks @ TS ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.500 miles Width 38 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL,SCHOOL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t e State of California as a Professional Engineer(Traffic). co TE 2341 Vanessa Munoz Da State Registration Number I CITY OF SAN BERNARDINO 63_ ENGINEERING AND TRAFFIC SURVEY STREET MERIDIAN AVE CERTIFICATION DATE 3/17/2016 FROM RIALTO AVE TO FOOTHILL BLVD SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 40 mph Time of Speed Survey 1:00 PM Speed Justification 50th Percentile Speed 36 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 72 Recommended Speed Limit 40 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.262 TRAFFIC FACTORS Average Daily Traffic 6,976 Date Counted 2/11/2016 Number of Lanes 2 LANES Type of Traffic Control TS @RIALTO, FOOTHILL Crosswalks @ TS; @2ND Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.500 miles Width 42 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, PARK Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r! TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 64 ENGINEERING AND TRAFFIC SURVEY STREET MILL ST CERTIFICATION DATE 3/17/2016 FROM BORDWELL AVE TO WATERMAN AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 35 mph Time of Speed Survey 3:00 PM Speed Justification 50th Percentile Speed 38 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 43 mph Average Speed 38 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 74 Recommended Speed Limit 40 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 5 Annual Collision Rate 1.67 accidents/year Collisions per Million Vehicle Miles 0.083 TRAFFIC FACTORS Average Daily Traffic 24,895 Date Counted 3/10/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @VERNON, K, I, 1-215S, 1-215N, CRESCENT, G, E, ARROWHEAD, SIERRA, WATERMAN; STOP @RR CROSS Crosswalks @ TS; @SCHOOL DWY, MT. VIEW ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking NONE lit Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.210 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By JD Checked By VM ® CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 1 '-- 3 r TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 65 ENGINEERING AND TRAFFIC SURVEY STREET MILL ST CERTIFICATION DATE 3/17/2016 FROM WATERMAN AVE TO TIPPECANOE AVE SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:45 A Speed Justification 50th Percentile Speed 42 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 48 mph Average Speed 43 mph 10 mph Pace Speed 39-48 Percentage of Vehicles in Pace 68 Recommended Speed Limit 45 mph Number of Survey Samples 227 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 4 Annual Collision Rate 1.33 accidents/year Collisions per Million Vehicle Miles 0.307 TRAFFIC FACTORS Average Daily Traffic 10,830 Date Counted 2/23/2016 Number of Lanes 4 LANES + TWLTL + RAISED MEDIAN Type of Traffic Control TS @WATERMAN, TIPPECANOE, DOOLITTLE, LENA, INDUSTRIAL DWY, Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.100 miles Width 74 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, INDUSTRIAL, RESIDENTIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 L TE 2341 Vanessa z Date State Registration Number CITY OF SAN BERNARDINO 66 ENGINEERING AND TRAFFIC SURVEY STREET MIRAMONTE AVE CERTIFICATION DATE 3/17/2016 FROM 23RD ST TO MARSHALL BLVD SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:30 PM Speed Justification 50th Percentile Speed 35 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 39 mph Average Speed 35 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 83 Recommended Speed Limit 35 mph Number of Survey Samples 217 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 1,635 Date Counted 3/9/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ 27TH ; STOP @ LITTLE MOUNTAIN, 30TH, MARSHALL Crosswalks @ TS ; @ LITTLE MOUNTAIN, 29TH Pedestrian Traffic LIGHT Truck Traffic LIGHT OR On-Street Parking BOTH SIDES Sidewalks WEST SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.750 miles Width 58 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). —� I 3 ( � l G TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 67 ■ ENGINEERING AND TRAFFIC SURVEY STREET MOUNTAIN AVE CERTIFICATION DATE 3/17/2016 FROM 39TH ST TO 40TH ST SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:10 PM Speed Justification 50th Percentile Speed 32 mph CLOSEST TO 85TH SPEED 851h Percentile Speed 35 mph I , Average Speed 32 mph 10 mph Pace Speed 27-36 Percentage of Vehicles in Pace 83 Recommended Speed Limit 35 mph ■ Number of Survey Samples 212 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 ' TRAFFIC FACTORS Average Daily Traffic 6,459 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control STOP @ 39TH Crosswalks NONE ' Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks NONE Driveways NONE ROADWAY FACTORS Length of Segment 0.190 miles Width 32 feet Vertical Curve YES Horizontal Curve YES ' Visibility FAIR Roadway Conditions BAD Lighting NONE Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in,the State of California as a Professional Engineer(Traffic). 36T6 fo TE 2341 Vanessa Munoz Date State Registration Number ■ CITY OF SAN BERNARDINO 68 ENGINEERING AND TRAFFIC SURVEY STREET MT. VERNON AVE CERTIFICATION DATE 3/17/2016 FROM GRANT AVE TO RIALTO AVE SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:45 PM Speed Justification 50th Percentile Speed 38 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 38 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 71 Recommended Speed Limit 40 mph Number of Survey Samples 212 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 3 Annual Collision Rate 1 accidents/year Collisions per Million Vehicle Miles 0.118 ' TRAFFIC FACTORS Average Daily Traffic 21,090 Date Counted 2/17/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @GRANT, RIALTO, JOHNSTON, MILL, WALNUT Crosswalks @ TS ; @ CONGRESS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 1.100 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By JD Checked By VM ' CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 4�� _-�Z 1 1 (0 TE 2341 Vanessa Munoz Datb State Registration Number CITY OF SAN BERNARDINO 69 ENGINEERING AND TRAFFIC SURVEY STREET MT. VERNON AVE CERTIFICATION DATE 3/17/2016 FROM 7TH ST TO 21 ST ST SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 11:57 A Speed Justification 50th Percentile Speed 35 mph UNCONTROLLED X-WALKS, MODERATE ' 85th Percentile Speed 40 mph PED TRAFFIC Average Speed 36 mph 10 mph Pace Speed 31-40 ' Percentage of Vehicles in Pace 81 Recommended Speed Limit 35 mph Number of Survey Samples 215 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 ' Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.048 ' TRAFFIC FACTORS Average Daily Traffic 12,307 Date Counted 3/10/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control T.S. @ 21ST, 16TH, BASELINE, 10TH, 9TH, 7TH Crosswalks @ TS; @ MAGNOLIA Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES ' Sidewalks BOTH SIDES Driveways BOTH SIDES ' ROADWAY FACTORS Length of Segment 1.550 miles Width 64 feet ' Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use SCHOOL, BUSINESS Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i the State of California as a Professional Engineer(Traffic). ' 3 A (, TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 70 ENGINEERING AND TRAFFIC SURVEY STREET MT. VERNON AVE CERTIFICATION DATE 3/17/2016 FROM 21 ST ST TO 27TH ST SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 1:17 PM Speed Justification 50th Percentile Speed 34 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 38 mph Average Speed 34 mph 10 mph Pace Speed 29-38 Percentage of Vehicles in Pace 74 Recommended Speed Limit 35 mph Number of Survey Samples 211 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.582 ' TRAFFIC FACTORS Average Daily Traffic 5,922 Date Counted 3/10/2016 Number of Lanes 2 LANES Type of Traffic Control T.S. @ 21ST, HIGHLAND, 1-215 EAST, 27TH Crosswalks @ 21ST, HIGHLAND ' Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking SOUTH SIDE ' Sidewalks BOTH SIDES Driveways NONE ROADWAY FACTORS Length of Segment 0.530 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting NONE Adjacent Land Use RESIDENTIAL, BUSINESS Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number I CITY OF SAN BERNARDINO 7771 ENGINEERING AND TRAFFIC SURVEY STREET MT. VIEW AVE CERTIFICATION DATE 3/17/2016 FROM VICTORIA ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 40 mph Time of Speed Survey 12:55 P Speed Justification 50th Percentile Speed 40 mph CALIFORNIA MUTCD OPTION 2 ' 85th Percentile Speed 44 mph Average Speed 40 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 79 Recommended Speed Limit 40 mph Number of Survey Samples 217 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 ' Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.103 TRAFFIC FACTORS Average Daily Traffic 5,179 Date Counted 3/10/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ HIGHLAND, BASELINE, 9TH ; STOP @ THOMPSON, 13TH Crosswalks @ TS ; @ STOP ; @ 8TH, 7TH ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES ' Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.710 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registere in,the State of California as a Professional Engineer(Traffic). W 3 TE 2341 Vanessa Munoz Date I State Registration Number CITY OF SAN BERNARDINO 721, ENGINEERING AND TRAFFIC SURVEY STREET MT. VIEW AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO ELECTRIC AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 40 mph Time of Speed Survey 11:37 A Speed Justification 50th Percentile Speed 39 mph p CLOSEST TO 85TH SPEED ' 85th Percentile Speed 42 mph Average Speed 38 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 83 Recommended Speed Limit 40 mph Number of Survey Samples 217 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 ' Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 ' TRAFFIC FACTORS Average Daily Traffic 6,856 Date Counted 3/9/2016 Number of Lanes 2 LANES + RAISED MEDIAN Type of Traffic Control T.S. @ 30TH, HIGHLAND; STOP @ PARKDALE, 34TH, MARSHALL, 28TH Crosswalks @ TS ; @ PARKDALE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES ' Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.650 miles Width 80 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in a State of California as a Professional Engineer(Traffic). ' TE 2341 Va ssa Munoz Dat State Registration Number 3 CITY OF SAN BERNARDINO 731 ENGINEERING AND TRAFFIC SURVEY STREET MT. VIEW AVE CERTIFICATION DATE 3/17/2016 FROM ELECTRIC AVE TO HILL DR/PINEHURST CT SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 35 mph Time of Speed Survey 10-15A Speed Justification 50th Percentile Speed 34 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 39 mph Average Speed 34 mph 10 mph Pace Speed 28_37 Percentage of Vehicles in Pace 72 Recommended Speed Limit 35 mph Number of Survey Samples 225 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 1.713 ' TRAFFIC FACTORS Average Daily Traffic 820 Date Counted 3/9/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ 40TH ; STOP @ 46TH, ELECTRIC Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.300 miles Width 40 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 n- 4( (, TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 74 ENGINEERING AND TRAFFIC SURVEY ' STREET NORTHPARK BLVD CERTIFICATION DATE 3/17/2016 FROM UNIVERSITY PKWY TO LITTLE MOUNTAIN DR SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 11:05 A Speed Justification 50th Percentile Speed 40 mph MODERATE PED TRAFFIC 85th Percentile Speed 46 mph Average Speed 40 mph 10 mph Pace Speed 34-43 ' Percentage of Vehicles in Pace 68 Recommended Speed Limit 40 mph Number of Survey Samples 217 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 12,511 Date Counted 2/2/2016 Number of Lanes 4 LANES + BIKE LANES + RAISED MEDIAN Type of Traffic Control TS @ UNIVERSITY, SERRANO, COYOTE, LITTLE MOUNTAIN Crosswalks @ TS ' Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking NONE ' Sidewalks SOUTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.790 miles Width 88 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting MEDIAN Adjacent Land Use RESIDENTIAL, CHURCH, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). ' 3 1 & TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 75, ENGINEERING AND TRAFFIC SURVEY STREET NORTHPARK BLVD CERTIFICATION DATE 3/17/2016 FROM LITTLE MOUNTAIN DR TO ELECTRIC AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 12.05 P Speed Justification 50th Percentile Speed 40 mph HIDDEN DWYS, UNIFORMITY AMONG 85th Percentile Speed 45 mph ADJ SEGMENTS Average Speed 40 mph 10 mph Pace Speed 36-45 Percentage of Vehicles in Pace 78 Recommended Speed Limit 40 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 3 Annual Collision Rate 1 accidents/year Collisions per Million Vehicle Miles 0.240 TRAFFIC FACTORS Average Daily Traffic 7,881 Date Counted 2/2/2016 Number of Lanes 4 LANES + BIKE LANES + RAISED MEDIAN Type of Traffic Control TS @ LITTLE MOUNTAIN, MOUNTAIN, H ; STOP @ ELECTRIC Crosswalks @ TS ' Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.450 miles Width 82 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting MEDIAN Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). Lb TE 2341 Vanessa Munoz Date State Registration Number ' CITY OF SAN BERNARDINO 76 ENGINEERING AND TRAFFIC SURVEY C STREET ORANGE ST CERTIFICATION DATE 3/17/2016 FROM PACIFIC ST TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 10-10A Speed Justification 50th Percentile Speed 37 mph MODERATE PED TRAFFIC 85th Percentile Speed 41 mph Average Speed 37 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 85 Recommended Speed Limit 35 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year ti Collisions per Million Vehicle Miles 0.473 TRAFFIC FACTORS Average Daily Traffic 3,862 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ HIGHLAND ; STOP @ PACIFIC Crosswalks @ TS ; @ STOP Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.500 miles Width 40 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting WEST SIDE Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Da a State Registration Number CITY OF SAN BERNARDINO 7-7 ENGINEERING AND TRAFFIC SURVEY STREET ORANGE ST CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO PIEDMONT DR SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 35 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 37 mph HIDDEN DWYS, UNIFORMITY WITH ADJ 85th Percentile Speed 42 mph SEGMENTS Average Speed 38 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 81 Recommended Speed Limit 35 mph Number of Survey Samples 226 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS i Average Daily Traffic 4,051 Date Counted 2/4/2016 Number of Lanes 2 LANES Type of Traffic Control TS @ HIGHLAND Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking EAST SIDE Sidewalks BOTH SIDES Driveways EAST SIDE ROADWAY FACTORS Length of Segment 0.530 miles Width 30 feet Vertical Curve YES Horizontal Curve NONE Visibility FAIR Roadway Conditions FAIR Lighting EAST SIDE Adjacent Land Use RESIDENTIAL, FIRE STATION Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly regist red-'n the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Muno Date State Registration Number CITY OF SAN BERNARDINO 78 ENGINEERING AND TRAFFIC SURVEY STREET ORANGE SHOW RD CERTIFICATION DATE 3/17/2016 FROM E ST TO ARROWHEAD AVE SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 40 mph Time of Speed Survey 10-15A Speed Justification 50th Percentile Speed 33 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 39 mph Average Speed 33 mph 10 mph Pace Speed 28_37 Percentage of Vehicles in Pace 64 Recommended Speed Limit 40 mph Number of Survey Samples 225 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.358 TRAFFIC FACTORS Average Daily Traffic 19,610 Date Counted 2/10/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @E, ARROWHEAD Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.260 miles 4k' Width 70 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 3 h L TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 79 ENGINEERING AND TRAFFIC SURVEY STREET ORANGE SHOW RD CERTIFICATION DATE 3/17/2016 FROM ARROWHEAD AVE TO TIPPECANOE AVE SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 50 mph Time of Speed Survey 11:27 A Speed Justification 50th Percentile Speed 50 mph CALIFORNIA MUTCD OPTION 2 + 85th Percentile Speed 54 mph Average Speed 50 mph 10 mph Pace Speed 46-55 Percentage of Vehicles in Pace 79 Recommended Speed Limit 50 mph Number of Survey Samples 212 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.084 TRAFFIC FACTORS Average Daily Traffic 12,463 Date Counted 2/10/2016 Number of Lanes 4 LANES + RAISED MEDIAN Type of Traffic Control TS @ARROWHEAD, WASHINGTON, WATERMAN, COMMEICIAL CENTER DWY, TIPPECANOE; STOP @RR CROSS Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.750 miles Width 76 feet Vertical Curve NONE Horizontal Curve YES Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, INDUSTRIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered 'n the State of California as a Professional Engineer(Traffic). 3 / "T L, TE 2341 Vanessa Munoz D to State Registration Number CITY OF SAN BERNARDINO 80 ENGINEERING AND TRAFFIC SURVEY STREET PALM AVE CERTIFICATION DATE 3/17/2016 FROM KENDALL DR TO BELMONT AVE SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:00 AM Speed Justification 501h Percentile Speed 45 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 48 mph Average Speed 45 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 86 Recommended Speed Limit 45 mph A Number of Survey Samples 218 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,365 Date Counted 2/2/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ KENDALL, IRVINGTON ; STOP @ BELMONT Crosswalks @ TS ; @ STOP Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.690 miles Width 64 feet Vertical Curve YES Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). V TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 81 ENGINEERING AND TRAFFIC SURVEY STREET PEPPER AVE CERTIFICATION DATE 3/17/2016 FROM RANDALL AVE TO MILL ST SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 45 mph Time of Speed Survey 2:25 PM Speed Justification 50th Percentile Speed 45 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 46 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace $$ Recommended Speed Limit 45 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 22,536 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @RANDALL, MILL Crosswalks @TS Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways EAST SIDE ROADWAY FACTORS Length of Segment 0.500 miles Width 72 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered ' the State of California as a Professional Engineer(Traffic).'�_k 3/f / / TE 2341 anessa Munoz I Date State Registration Number CITY OF SAN BERNARDINO 821 ENGINEERING AND TRAFFIC SURVEY STREET PEPPER AVE CERTIFICATION DATE 3/17/2016 FROM MILL ST TO NORTH CITY LIMITS SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 40 mph Time of Speed Survey 1:00 PM Speed Justification 50th Percentile Speed 38 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 42 mph Average Speed 38 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 76 Recommended Speed Limit 40 mph Number of Survey Samples 230 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.023 TRAFFIC FACTORS Average Daily Traffic 22,886 Date Counted 2/11/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @MILL, MADRONA(NCL),RIALTO, FOOTHILL ;STOP @RAILROAD CROSSINGS(2), ETIWANDA Crosswalks @TS ; @ POPLAR, SOUTHERN CAL. EDISON DWY, ETIWA Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.700 miles Width 62 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, SCHOOL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). r` TE 2341 Vanessa Munoz Datd State Registration Number CITY OF SAN BERNARDINO 83 ENGINEERING AND TRAFFIC SURVEY STREET PERRIS HILL PARK RD CERTIFICATION DATE 3/17/2016 FROM PACIFIC ST TO 21ST ST SPEED FACTORS Date of Speed Survey 2/5/2016 Posted Speed Limit 40 mph Time of Speed Survey 1.45 PM Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 37 mph 10 mph Pace Speed 31-40 Percentage of Vehicles in Pace 88 Recommended Speed Limit 40 mph Number of Survey Samples 210 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.217 TRAFFIC FACTORS Average Daily Traffic 9,791 Date Counted 2/11/2016 Number of Lanes 2 LANES Type of Traffic Control T.S. @ PACIFIC Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks EAST SIDE Driveways NONE ROADWAY FACTORS Length of Segment 0.430 miles Width 44 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting EAST SIDE Adjacent Land Use RESIDENTIAL, SCHOOL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in tp State of California as a Professional Engineer(Traffic).'U 9" -�/(-4 � l TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 7874 ENGINEERING AND TRAFFIC SURVEY STREET PINE AVE CERTIFICATION DATE 3/17/2016 FROM KENDALL DR TO BELMONT AVE SPEED FACTORS Date of Speed Survey 2/4/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 45 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 51 mph Average Speed 46 mph 10 mph Pace Speed 40-49 Percentage of Vehicles in Pace 69 Recommended Speed Limit 50 mph Number of Survey Samples 228 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.244 TRAFFIC FACTORS Average Daily Traffic 5,593 Date Counted 2/2/2016 Number of Lanes 2 LANES + TWLTL Type of Traffic Control TS @ KENDALL Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways NONE ROADWAY FACTORS Length of Segment 0.670 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, PARK Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 85 ENGINEERING AND TRAFFIC SURVEY STREET REDLANDS BLVD CERTIFICATION DATE 3/17/2016 FROM HUNTS LN TO GARDENA ST SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 40 mph Time of Speed Survey 1.10 PM Speed Justification 50th Percentile Speed 35 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 35 mph 10 mph Pace Speed 30-39 Percentage of Vehicles in Pace 75 Recommended Speed Limit 40 mph Number of Survey Samples 208 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 19,322 Date Counted 2/10/2016 Number of Lanes 4 LANES + TWLTL + RAISED MEDIAN Type of Traffic Control TS @HUNTS,CLUB,CLUB CENTER, WATERMAN, Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.760 miles Width 78 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL a Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Da a State Registration Number CITY OF SAN BERNARDINO 86 ENGINEERING AND TRAFFIC SURVEY STREET REDLANDS BLVD CERTIFICATION DATE 3/17/2016 FROM GARDENA ST TO EAST CITY LIMITS SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 45 mph Time of Speed Survey 2:22 PM Speed Justification 50th Percentile Speed 44 mph HIDDEN DWYS, UNIFORMITY WITH ADJ 85th Percentile Speed 50 mph SEGMENTS Average Speed 44 mph 10 mph Pace Speed 40-49 Percentage of Vehicles in Pace 69 Recommended Speed Limit 45 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 13,779 Date Counted 2/10/2016 Number of Lanes 4 LANES + RAISED MEDIAN Type of Traffic Control NONE Crosswalks NONE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.240 miles Width 76 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, INDUSTRIAL Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered i he State of California as a Professional Engineer(Traffic). 3 0 TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO $7', ENGINEERING AND TRAFFIC SURVEY STREET RIALTO AVE CERTIFICATION DATE 3/17/2016 FROM EUCALYPTUS AVE TO MT. VERNON AVE SPEED FACTORS Date of Speed Survey 3/2/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 41 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 46 mph Average Speed 41 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 67 Recommended Speed Limit 45 mph Number of Survey Samples 220 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 8 Annual Collision Rate 2.67 accidents/year Collisions per Million Vehicle Miles 0.290 TRAFFIC FACTORS Average Daily Traffic 10,091 Date Counted 3/10/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @PEPPER,MERIDIAN, RANCHO, SANTA FE, MT. VERNON ; STOP @EUCALYPTUS, RAILROAD CROSS INGS(2),MACY, Crosswalks @ TS; @STOP: EUCALYPTUS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.500 miles Width 64 feet Vertical Curve YES Horizontal Curve YES Visibility GOOD Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, INDUSTRIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). TE 2341 Vanessa Munoz Dat State Registration Number CITY OF SAN BERNARDINO ss, ENGINEERING AND TRAFFIC SURVEY STREET SAN BERNARDINO AVE CERTIFICATION DATE 3/17/2016 FROM TIPPECANOE AVE TO MT. VIEW AVE SPEED FACTORS Date of Speed Survey 2/11/2016 Posted Speed Limit 40 mph Time of Speed Survey 2:10 PM Speed Justification 50th Percentile Speed 42 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 48 mph Average Speed 43 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 72 Recommended Speed Limit 45 mph Number of Survey Samples 211 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 8,812 Date Counted 2/10/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS @TIPPECANOE, RICHARDSON, MT. VIEW; STOP @ RAILROAD CROSSING, Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks NONE Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.920 miles Width 72 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use INDUSTRIAL, RESIDENTIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). J('_� �— I TE 2341 VaneisdMblz i Dare State Registration Number CITY OF SAN BERNARDINO - 89 ENGINEERING AND TRAFFIC SURVEY STREET SIERRA WAY CERTIFICATION DATE 3/17/2016 FROM MILL ST TO RIALTO AVE SPEED FACTORS Date of Speed Survey 2/10/2016 Posted Speed Limit 40 mph Time of Speed Survey 9:00 AM Speed Justification 50th Percentile Speed 41 mph HIDDEN DWYS, UNIFORMITY WITH ADJ 85th Percentile Speed 45 mph SEGMENTS Average Speed 41 mph 10 mph Pace Speed 36-45 Percentage of Vehicles in Pace 75 Recommended Speed Limit 40 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 t Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 3,728 Date Counted 2/17/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control TS@ MILL,RIALTO ;STOP @ RAILROAD CROSSING, Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.600 miles Width 64 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register d in he State of California as a Professional Engineer(Traffic). 3 ZI 3 TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 90 ENGINEERING AND TRAFFIC SURVEY STREET SIERRA WAY CERTIFICATION DATE 3/17/2016 FROM 5TH ST TO 30TH ST SPEED FACTORS Date of Speed Survey 3/3/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:45 A Speed Justification 50th Percentile Speed 40 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 40 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 69 Recommended Speed Limit 40 mph Number of Survey Samples 214 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 6 Annual Collision Rate 2 accidents/year Collisions per Million Vehicle Miles 0.395 TRAFFIC FACTORS Average Daily Traffic 10,040 Date Counted 3/9/2016 Number of Lanes 2 LANES + TWLTL Type of Traffic Control T.S. @ 9TH, 5TH, BASELINE, HIGHLAND, 30TH STOP @ 16TH Crosswalks @ TS ; @ 7TH, 6TH, 13TH, 16TH, 28TH, 29TH Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.380 miles M Width 44 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR Roadway Conditions GOOD Lighting WEST SIDE Adjacent Land Use SCHOOL, RESIDENTIAL Field Study By NS Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). 'A 4n� A �0 TE 2341 -Vanessa Munoz bat State Registration Number CITY OF SAN BERNARDINO s1 ENGINEERING AND TRAFFIC SURVEY STREET SIERRA WAY CERTIFICATION DATE 3/17/2016 FROM 30TH ST TO 40TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:00 PM Speed Justification 50th Percentile Speed 37 mph UNCONTROLLED X-WALKS, MODREATE 85th Percentile Speed 41 mph PED TRAFFIC Average Speed 37 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 77 Recommended Speed Limit 35 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 3 Annual Collision Rate 1 accidents/year Collisions per Million Vehicle Miles 0.206 TRAFFIC FACTORS Average Daily Traffic 10,232 Date Counted 2/2/2016 Number of Lanes 2 LANES + TWLTL + RAISED MEDIAN Type of Traffic Control T.S. @ 30TH, MARSHALL, 40TH STOP @ 34TH, PARKDALE Crosswalks @ TS ;PARKDALE, 39TH Pedestrian Traffic MODERATE Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.300 miles Width 44 feet Vertical Curve NONE Horizontal Curve NONE Visibility FAIR- DWY Roadway Conditions GOOD Lighting WEST SIDE Adjacent Land Use RESIDENTIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). �'J _-Vi -=v J b TE 2341 Vanessa unoz D to State Registration Number CITY OF SAN BERNARDINO - 92 ENGINEERING AND TRAFFIC SURVEY STREET SIERRA WAY CERTIFICATION DATE 3/17/2016 FROM 40TH ST TO 48TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 3:05 PM Speed Justification 50th Percentile Speed 39 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 43 mph Average Speed 39 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 79 Recommended Speed Limit 40 mph Number of Survey Samples 215 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.426 TRAFFIC FACTORS Average Daily Traffic 7,652 Date Counted 2/2/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control T.S. @ 40TH Crosswalks @ TS Pedestrian Traffic HEAVY Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.560 miles Width 64 feet Vertical Curve NONE Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly register he State of California as a Professional Engineer(Traffic). 3 7:�- (::�7 TE 2341 Vaness Munoz Date State Registration Number CITY OF SAN BERNARDINO 93 ENGINEERING AND TRAFFIC SURVEY STREET STERLING AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO PUMALO ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 12:20 P Speed Justification 50th Percentile Speed 37 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 40 mph Average Speed 36 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 86 Recommended Speed Limit 40 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 3 Annual Collision Rate 1 accidents/year Collisions per Million Vehicle Miles 0.772 TRAFFIC FACTORS Average Daily Traffic 14,779 Date Counted 2/4/2016 Number of Lanes 4 LANES + TWLTL Type of Traffic Control T.S. @ HIGHLAND, PUMALO, 1-210 EAST RAMP Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.240 miles .. Width 72 feet Vertical Curve NONE I Horizontal Curve NONE Visibility FAIR-BRIDGE Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly regist ed in the State of California as a Professional Engineer(Traffic). 3/1 7Z� 41 & TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 94 ENGINEERING AND TRAFFIC SURVEY STREET TIPPECANOE AVE CERTIFICATION DATE 3/17/2016 FROM SAN BERNARDINO AVE TO 3RD ST SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 45 mph Time of Speed Survey 12:15 P Speed Justification 50th Percentile Speed 44 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 44 mph 10 mph Pace Speed 39-48 Percentage of Vehicles in Pace 73 Recommended Speed Limit 45 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 6 Annual Collision Rate 2 accidents/year Collisions per Million Vehicle Miles 0.164 TRAFFIC FACTORS Average Daily Traffic 17,911 Date Counted 2/23/2016 Number of Lanes 6 LANES + RAISED MEDIAN Type of Traffic Control TS@ 3RD, RIALTO, HARRY SHEPARD, MILL, COMMUNITY DWY, CENTRAL, COMMERCIAL DWY, SAN BERNARDINO Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.860 miles Width 108 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, INDUSTRIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in,the State of California as a Professional Engineer(Traffic). :R Zia TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 95 ENGINEERING AND TRAFFIC SURVEY STREET TIPPECANOE CERTIFICATION DATE 3/17/2016 FROM 9TH ST TO BASELINE ST SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 40 mph Time of Speed Survey 1:40 PM Speed Justification 50th Percentile Speed 39 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 46 mph Average Speed 39 mph 10 mph Pace Speed 35-44 Percentage of Vehicles in Pace 64 Recommended Speed Limit 45 mph Number of Survey Samples 210 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.481 TRAFFIC FACTORS Average Daily Traffic 9,987 Date Counted 2/11/2016 Number of Lanes 4 LANES Type of Traffic Control T.S. @ 9TH, BASELINE Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks EAST SIDE Driveways EAST SIDE ROADWAY FACTORS Length of Segment 0.380 miles Width 70 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting EAST SIDE Adjacent Land Use RESIDENTIAL, COMMERCIAL Field Study By NS Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). '/�4n"-'-�" 3 TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 96 ENGINEERING AND TRAFFIC SURVEY STREET UNIVERSITY PKWY CERTIFICATION DATE 3/17/2016 FROM CAJON BLVD TO NORTHPARK BLVD SPEED FACTORS Date of Speed Survey 2/3/2016 Posted Speed Limit 45 mph Time of Speed Survey 10-10A Speed Justification 50th Percentile Speed 46 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 51 mph Average Speed 47 mph 10 mph Pace Speed 42-51 Percentage of Vehicles in Pace 79 Recommended Speed Limit 50 mph Number of Survey Samples 224 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 13 Annual Collision Rate 4.33 accidents/year Collisions per Million Vehicle Miles 0.396 TRAFFIC FACTORS Average Daily Traffic 16,957 Date Counted 2/2/2016 Number of Lanes 6 LANES + BIKE LANES + RAISED MEDIAN Type of Traffic Control TS @ INTERCHANGE, HALLMARK, 1-215, STATE, SHOPPING PLAZA, COLLEGE, KENDALL, NORTHPARK Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways NONE ROADWAY FACTORS Length of Segment 1.770 miles .� Width 104 feet Vertical Curve YES Horizontal Curve YES Visibility FAIR Roadway Conditions FAIR Lighting BOTH SIDES Adjacent Land Use RESIDENTIAL, COMMERCIAL, INDUSTRIAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in a State of California as a Professional Engineer(Traffic). 3 ZI TE 2341 Vanessa Munoz Date State Registration Number rte, CITY OF SAN BERNARDINO 97 ENGINEERING AND TRAFFIC SURVEY STREET VALENCIA AVE CERTIFICATION DATE 3/17/2016 FROM 21 ST ST TO 30TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 11-00A Speed Justification 50th Percentile Speed 39 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 43 mph Average Speed 39 mph 10 mph Pace Speed 33-42 Percentage of Vehicles in Pace 82 Recommended Speed Limit 40 mph Number of Survey Samples 211 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 1 Annual Collision Rate 0.33 accidents/year Collisions per Million Vehicle Miles 0.145 TRAFFIC FACTORS Average Daily Traffic 8,065 Date Counted 2/10/2016 Number of Lanes 4 LANES + RAISED MEDIAN Type of Traffic Control TS @ 21ST, HIGHLAND ; STOP @ 26TH Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking BOTH SIDES Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.780 miles Width 72 feet Vertical Curve NONE Horizontal Curve YES Visibility GOOD Roadway Conditions GOOD Lighting MEDIAN Adjacent Land Use RESIDENTIAL, PARK, HOSPITAL Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in t e State of California as a Professional Engineer(Traffic).Z TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 98 ENGINEERING AND TRAFFIC SURVEY STREET VALENCIA AVE CERTIFICATION DATE 3/17/2016 FROM 30TH ST TO 40TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 45 mph Time of Speed Survey 11:55 P Speed Justification 50th Percentile Speed 44 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 44 mph 10 mph Pace Speed 39-48 Percentage of Vehicles in Pace 74 Recommended Speed Limit 45 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 0 Annual Collision Rate 0 accidents/year Collisions per Million Vehicle Miles 0.000 TRAFFIC FACTORS Average Daily Traffic 6,111 Date Counted 2/9/2016 Number of Lanes 2 LANES + TWLTL + BIKE LANES Type of Traffic Control TS @ 30TH ; STOP @ PARKDALE, 40TH Crosswalks @ TS ; @ PARKDALE Pedestrian Traffic MODERATE Truck Traffic LIGHT 1P On-Street Parking BOTH SIDES Sidewalks NONE L Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.350 miles Width 74 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting EAST SIDE ' Adjacent Land Use RESIDENTIAL, PARK Field Study By KC Checked By VM tr• CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registere in the State of California as a Professional Engineer(Traffic). 3 (D TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 99 ENGINEERING AND TRAFFIC SURVEY STREET VICTORIA AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO LYNWOOD DR SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:20 A Speed Justification 50th Percentile Speed 41 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 46 mph Average Speed 41 mph 10 mph Pace Speed 37-46 Percentage of Vehicles in Pace 74 Recommended Speed Limit 45 mph Number of Survey Samples 250 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 Annual Collision Rate 0.67 accidents/year Collisions per Million Vehicle Miles 0.127 TRAFFIC FACTORS Average Daily Traffic 19,241 Date Counted 2/4/2016 Number of Lanes 4 LANES Type of Traffic Control TS @ LYNWOOD, CITRUS, MIRADA, HIGHLAND Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways NONE ROADWAY FACTORS Length of Segment 0.750 miles Width 64 feet Vertical Curve YES Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL, RESERVATION Field Study By KC Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registers in the State of California as a Professional Engineer(Traffic). �— fZ1 (' TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 100 ENGINEERING AND TRAFFIC SURVEY STREET WATERMAN AVE CERTIFICATION DATE 3/17/2016 FROM BARTON RD TO CENTRAL AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 50 mph Time of Speed Survey 3:55 PM Speed Justification 50th Percentile Speed 49 mph CLOSEST TO 85TH SPEED 85th Percentile Speed 52 mph Average Speed 49 mph 10 mph Pace Speed 44-53 Percentage of Vehicles in Pace 80 Recommended Speed Limit 50 mph Number of Survey Samples 219 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 18 Annual Collision Rate 6 accidents/year Collisions per Million Vehicle Miles 0.312 TRAFFIC FACTORS Average Daily Traffic 22,305 Date Counted 3/10/2016 Number of Lanes 4 LANES + RAISED MEDIAN ' Type of Traffic Control TS @CENTRAL, ORANGE SHOW, PARKCENTER, VANDERBILT, HOSPITALITY, REDLANDS, CAROLINE, ; STOP@ RR CROSS Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.360 miles Width 82 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL, PARK, COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). '!r2LQ—�'k A I -�A A r TE 2341 Vanessa Munoz I 6ate State Registration Number CITY OF SAN BERNARDINO 101 ENGINEERING AND TRAFFIC SURVEY 0 STREET WATERMAN AVE CERTIFICATION DATE 3/17/2016 FROM CENTRAL AVE TO RIALTO AVE SPEED FACTORS Date of Speed Survey 2/9/2016 Posted Speed Limit 45 mph Time of Speed Survey 9:25 AM Speed Justification 50th Percentile Speed 45 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 49 mph Average Speed 44 mph 10 mph Pace Speed 41-50 Percentage of Vehicles in Pace 73 Recommended Speed Limit 45 mph Number of Survey Samples 232 ' COLLISION HISTORY Number of Years Studied 3 years Total Collisions 2 .- Annual Collision Rate 0.67 accidents/year ` Collisions per Million Vehicle Miles 0.086 TRAFFIC FACTORS Average Daily Traffic 20,528 Date Counted 2/23/2016 Number of Lanes 6 LANES + TWLTL Type of Traffic Control TS @RIALTO, MILL, CENTRAL Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 1.030 miles Width 84 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES ' Adjacent Land Use INDUSTRIAL, COMMERCIAL Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). ' Lq A TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 102 ENGINEERING AND TRAFFIC SURVEY STREET WATERMAN AVE CERTIFICATION DATE 3/17/2016 FROM RIALTO AVE TO HIGHLAND AVE SPEED FACTORS Date of Speed Survey 3/1/2016 Posted Speed Limit 35 mph Time of Speed Survey 2:10 PM Speed Justification 50th Percentile Speed 37 mph CALIFORNIA MUTCD OPTION 2 85th Percentile Speed 44 mph Average Speed 38 mph 10 mph Pace Speed 32-41 Percentage of Vehicles in Pace 66 Recommended Speed Limit 40 mph Number of Survey Samples 213 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 8 Annual Collision Rate 2.67 accidents/year Collisions per Million Vehicle Miles 0.151 TRAFFIC FACTORS Average Daily Traffic 19,952 Date Counted 3/10/2016 Number of Lanes 4 LANES + TWLTL ' Type of Traffic Control TS @HIGHLAND, 21ST, 16TH, GILBERT, 13TH, BASELINE, 9TH, 6TH, 5TH, 4TH, 3RD,2ND, RIALTO Crosswalks @ TS, @OLIVE Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking NONE ' Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 2.420 miles Width 70 feet Vertical Curve NONE Horizontal Curve NONE Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES Adjacent Land Use COMMERCIAL, RESIDENTIAL, Field Study By JD Checked By VM CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer(Traffic). l-4 b TE 2341 Vanessa Munoz Date State Registration Number CITY OF SAN BERNARDINO 103 ENGINEERING AND TRAFFIC SURVEY STREET WATERMAN AVE CERTIFICATION DATE 3/17/2016 FROM HIGHLAND AVE TO 30TH ST SPEED FACTORS Date of Speed Survey 2/2/2016 Posted Speed Limit 40 mph Time of Speed Survey 10:00 A Speed Justification 50th Percentile Speed 40 mph HIDDEN DWYS, UNIFORMITY WITH ADJ 85th Percentile Speed 46 mph SEGMENTS Average Speed 41 mph 10 mph Pace Speed 34-43 Percentage of Vehicles in Pace 72 Recommended Speed Limit 40 mph Number of Survey Samples 216 COLLISION HISTORY Number of Years Studied 3 years Total Collisions 5 Annual Collision Rate 1.67 accidents/year Collisions per Million Vehicle Miles 0.330 TRAFFIC FACTORS Average Daily Traffic 20,031 Date Counted 2/9/2016 Number of Lanes 4 LANES ' Type of Traffic Control TS @30TH, 1-210EB, 28TH, HIGHLAND Crosswalks @ TS Pedestrian Traffic LIGHT Truck Traffic LIGHT On-Street Parking WEST SIDE Sidewalks BOTH SIDES Driveways BOTH SIDES ROADWAY FACTORS Length of Segment 0.690 miles Width 54 feet Vertical Curve NONE Horizontal Curve NONE ' Visibility GOOD Roadway Conditions GOOD Lighting BOTH SIDES ' Adjacent Land Use RESIDENTIAL, PARK Field Study By JD Checked By VM CERTIFICATION: I,Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of San Bernardino was performed under my supervision and is accurate and complete. I am duly registered in th State of California as a Professional Engineer(Traffic). 3 1 � TE 2341 Vanessa Munoz Date State Registration Number Radar Speed Distribution Forms 2016 Engineering and Traffic Survey ' City of San Bernardino CITY OF SAN BERNARDINO Client: Street: 2nd Street(191 2nd Street) Spt.Spd.Location: Between Mt.Vernon Avenue and Waterman Avenue Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 3:50 PM To 4:40 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Moderate ' 15 0 0.00% 0.00% Posted Speed 35 16 0 0.00% 0.00% Channetization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 62' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer<Dri%ewacs: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 36 25 2 0.93% 0.93% 85th Percentile: 42 26 1 0.47% 1.40% 97th Percentile: 45 27 7 3.26% 4.65% 10 Mile Pace: 30 to 39 28 8 3.72% 8.37% %of Samples in 10-Mile Pace: 66.98% 29 5 2.33% 10.70% Comments: 30 12 5.58% 16.28% 31 9 4.19% 20.47% 32 15 6.98°% 27.44% Cumulative Frequency Distribution 33 13 6.05% 33.49% 120% 34 10 4.65% 38.14% ' 35 23 10.70% 48.84% 10% 36 20 9.30% 58.14% 37 13 6.05% 64.19% J% 38 10 4.65% 68.84% 6% 39 19 8.84% 77.67% % 40 9 4.19% 81.86% 8 41 5 2.33% 84.19% 42 5 2.33% 86.51% 43 5 2.33% 88.84% 0% 44 8 3.72% 92.56% N'S N6 ^°b titi ti� ti� �'` �° �1 AP a3 o6 Cl 5ti by 45 10 4.65% 97.21/°o Spot Speed,mph _ _- 46 2 0.93% 98.14% 47 3 1.40% 99.53% Frequency Distribution 48 0 0.00% 99.53% 18 49 1 0.47% 100.00% 16 14 50 0 0.00% 100.00% -12 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% ti 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 ^ �, ^ � h 57 0 6 ^9 0.00% 100.00% °b,� t b„ N 9 h Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 3rd Street(129 3rd Street) Spt.Spd. Location: Between Sierra Way and Waterman Avenue Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:25 AM To 12:25 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB PedActivity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channetization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential/Park/Nat Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Medan: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 ' 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 38 25 1 0.48% 0.48% 85th Percentile: 42 26 0 0.00% 0.48% 97th Percentile: 44 27 0 0.00% 0.480 10 Mile Pace: 34 to 43 ' 28 0 0.00% 0.48% % of Samples in 10-Mile Pace: 80.29% 29 1 0.48% 0.96% Comments: 30 3 1.44% 2.40% 31 4 1.92% 4.33% 32 10 4.81% 9.13% Cumulative Frequency Distribution 33 8 3.85% 12.98% 120% 34 12 5.77% 18.75% ' 35 17 8.17% 26.92% 1(�% --- - 36 15 7.21% 34.13%1 37 15 7.21% 41.35% 38 19 9.13% 50.48% 4% 39 16 7.69% 58.17% 40 23 11.06% 69.23% % E ••• 41 21 10.10% 79.33% ;&% 42 20 9.62% 88.94% 43 9 4.33% 93.27% �°�° 0 0 '`3 '`ro '`0 `�0 `yh ti� 41 n�' IbA tP p°b 06 t0 19V 9y 44 8 3.85% 97.12/o 45 4 1.92% 99.04% 1 Spot Speed,mph 46 0 0.00% 99.04% Frequency Distribution 47 1 0.48% 99.52% 48 1 0.48% 100.00% 18 -_ 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% 510 - 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% a` 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% h o 571 01 0.00%1 100.00% Total: 208 100% 1 Spot Speed,mph i 4 - - CITY OF SAN BERNARDINO Client: Street: 4th Street(1544 4th Street) Spt.Spd. Location: Between Tia Juana Street and Mt. Vernon Avenue Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:50 PM To 2:30 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light ' 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 76' sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Railroad Shipping/Re Driveways: North Side ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.42 24 0 0.00% 0.00% 50th Percentile: 37 25 2 1.41% 1.41% 85th Percentile: 42 26 1 0.70% 2.11% 97th Percentile: 47 27 3 2.11% 4.23% 10 Mile Pace: 33 to 42 ' 28 1 0.70% 4.93% % of Samples in 10-Mile Pace: 69.01% 29 6 4.23% 9.15% Comments: 30 6 4.23% 13.38% 31 8 5.63% 19.01% 32 1 0.70% 19.72% - - -- Cumulative Frequency Distribution 33 7 4.93% 24.65% 120% 34 8 5.63% 30.28% ' 35 15 10.56% 40.85% 13% c 36 7 4.93% 45.77% ° 37 12 8.45% 54.23% 38 10 7.04% 61.27% W% -- -- - 39 13 9.15% 70.42% ' 40 8 5.63% 76.06% E i 41 7 4.93% 80.99% 6% 42 11 7.75% 88.73% 43 2 1.41% 90.14% 0% -tom-+ -�+, ' 44 5 3.52% 93.66% Spot Speed,mph 45 2 1.41% 95.070/( 46 0 0.00% 95.07% Frequency Distribution 47 4 2.82% 97.89%�I 48 2 1.41% 99.30% 18 - - 49 0 0.00% 99.30% 16 14 50 0 0.00% 99.30% ,12 1 ' 51 0 0.00% 99.30% uci10 - - - 52 0 0.00% 99.30% o,8 IL 53 0 0.00% 99.30%�1 ti 6 54 1 0.70% 100.00% 4 55 0 0.00% 100.00% 2 I'l 1i 0 56 0 0.00% 100.00% ^,y �� �� �� tih �� �,� 4 fh I I i I I I I P i i-4- N� 0 �� 0 �� ' S7 0 0.00% 100.00% Spot Speed,mph Total: 142 100% CITY OF SAN BERNARDINO Client: Street: 5th Street(153 5th Street) Spt.Spd. Location: Between Sierra Way and Pedley Road Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:10 AM To 11:15 AM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Moderate ' 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Res idential/Recreatioi Driveways: Both Sides ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 38 25 1 0.47% 0.47% 85th Percentile: 46 26 0 0.00% 0.47% 97th Percentile: 48 .r 27 0 0.00% 0.47% 10 Mile Pace: 32 to 41 28 2 0.93% 1.40% % of Samples in 10-Mile Pace: 67.44% 29 1 0.47% 1.86% Comments: 30 5 2.33% 4.19% 31 2 0.93% 5.12% 32 12 5.58% 10.70% Cumulative Frequency Distribution 33 7 3.26% 13.95% 120% 34 8 3.72% 17.67% ' 35 16 7.44% 25.12% 11P% 36 15 6.98% 32.09% 37 17 7.91% 40.00% o o _ -- 38 22 10.23% 50.23% 4% 39 13 6.05% 56.28/o 40 22 10.23% 66.51% % E 41 13 6.05% 72.56% - 42 7 3.26% 75.81 43 6 2.79% 78.60% o% H rb 44 2 0.93% 79.53% 45 6 2.79% 82.33% Spot Speed,mph 46 15 6.98% 89.30% Frequency Distribution 47 11 5.12% 94.42% 48 8 /0 9953 1 49 3 1.40 0 0 0 99.53% 16 6 - 14 50 1 0.47% 100.00% - ,42 _ 51 0 0.00% 100.00% d10 -- 52 0 0.00% 100.00%i 0,8 53 0 0.00% 100.00%I li 6 - 54 0 0.00% 100.00/0 4 - 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% rb 57 0 0.00% 100.00% Spot Speed,mph Total: 215 100% CITY OF SAN BERNARDINO Client: Street: 5th Street(26068 5th Street) Spt.Spd. Location: Between Del Rosa Drive and 200'East of Victoria Avenue Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:05 AM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Light ' 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channeiization: Single yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 36' sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential, Industrial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 45 ' 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 46 �^ 25 0 0.00% 0.00% 85th Percentile: 50 26 0 0.00% 0.00% 97th Percentile: 53 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 77.73% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% 33 0 0.00% 0.00% Cumulative Frequency Distribution 120% 34 0 0.00% 0.00% ' 35 5 2.27% 2.27% 13% c 36 3 1.36% 3.64% /o° - - -- - - - 37 6 2.73% 6.36% ' 38 3 1.36% 7.73% 4t'0% - 39 5 2.27% 10.00% `�- 40 7 3.18% 13.18% �% - -- - ' 41 18 8.18% 21.36%1 d% 42 13 5.91% 27.27% 43 14 6.36% 33.64% 0% 44 16 7.27% 40.91% g N 3 N1b ^ titi ti`' ti� 3'` �1 0o a'S o6 �9 �ti hh ' -- - - 45 16 7.27% 48.18% Spot Speed,mph 46 17 7.73% 55.91% 47 22 10.00% 65.91%1 Frequency Distribution 48 21 9.55% 75.45%1 18 - _ 49 15 6.82% 82.27% 16 14 - 50 19 8.64% 90.91% - 51 7 3.18% 94.09% u�i10 52 4 1.82% 95.91%, 8 53 3 1.36% 97.27% L"L 6 54 4 1.82% 99.09% 4 I 55 2 0.91% 100.00% 2 0 56 0 0.00% 100.00% N-5 ^� �� ti� 57 0 0.00% 100.00% Spot Speed,mph Total: 220 100% CITY OF SAN BERNARDINO Client: Street: 9th Street(1383 9th Street) Spt.Spd. Location: Between Medical Center Drive and H Street Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:00 PM To 12:53 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Yes 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Industrail Driveways: Both Sides ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.46 24 0 0.00% 0.00% 50th Percentile: 37 �* 25 0 0.00% 0.00% 85th Percentile: 42 26 0 0.00% 0.00% 97th Percentile: 45 27 1 0.85% 0.85% 10 Mile Pace: 34 to 43 ' 28 1 0.85% 1.69% % of Samples in 10-Mile Pace: 72.88% 29 2 1.69% 3.39% Comments: 30 3 2.54% 5.93% 31 7 5.93% 1 1.86% 32 7 5.93% 17.80% Cumulative Frequency Distribution 33 4 3.39% 21.19% 120% 34 8 6.78% 27.97% 1 35 11 9.32% 37.29% 13% -- -- - 36 8 6.78% 44.07% -- 37 7 5.93% 50.00% ' 38 6 5.08% 55.08% 4% -- - -- 0 0 40 14 11.86/0 70.34/0 E 41 9 7.63% 77.97% i&% - - ' 42 10 8.47% 86.44% 43 9 7.63% 94.07% o% � � � f+,�����a Spot Speed,mph 45 5 4.24% 99. 5% 46 0 0.00% 99.15% Frequency Distribution 47 0 0.00% 99.15% ' 48 1 0.85% 100.00% 18 49 0 0.00% 100.00%,; 16 14 -- - - 50 0 0.00% 100.00% >12 ' 51 0 0.00% 100.00% d10 --_ 52 0 0.00% 100.00% 0,8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 milli 55 0 0.00% 100.00%II 2 0 56 0 0.00% 100.00% �,, �ro �9 ^ ,� 0 3 6 0 57 0 0.00% 100.00% rl 1 � 1 4` b Total: 118 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 9th Street(367 9th Street) L Spt.Spd. Location: Between H Street and Sierra Way Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:00 AM To 11:55 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 30 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 66' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: Westbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 5 23 2 1.90% 1.90% Standard error of the mean: 0.49 24 0 0.00% 1.90% 50th Percentile: 35 25 1 0.95% 2.86% 85th Percentile: 40 26 3 2.86% 5.71% 97th Percentile: 42 27 3 2.86% 8.57% 10 Mile Pace: 32 to 41 28 2 1.90% 10.48% % of Samples in 10-Mile Pace: 73.33% 29 3 2.86% 13.33% Comments: 30 4 3.81% 17.14% 31 5 4.76% 21.90% 32 5 4.76% 26.67% Cumulative Frequency Distribution 33 6 5.71% 32.38% 120% 34 7 6.67% 39.05% ' 35 16 15.24% 54.29% -- 36 8 7.62% 61.90% 37 8 7.62% 69.52% 38 8 7.62% 77.14% (t% -- - 39 8 7.62% 84.76% 40 5 4.76% 89.52% E% - E 41 6 5.71% 95.24% &% - 42 2 1.90% 97.14% 43 1 0.95% 98.10% ,i 0% + + 44 0 0.00% 98.10% 1 11 Spot Speed,mph 45 1 0.95% 99.05% 46 0 0.00% 99.05% Frequency Distribution 47 0 0.00% 99.05% ' 48 1 0.95% 100.00%, 18 - 49 0 0.00% 100.00%I 14 -- 50 0 0.00% 100.00% 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% B 8 - - 53 0 0.00% 100.00%, 6 - - 54 0 0.00% 100.00% 4 - -- - ' 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 or 1 571 01 0.00%1 100.00% Spot Speed,mph Total: 105 100% Client: CITY OF SAN BERNARDINO Street: 9th Street(163 9th Street) r Spt.Spd. Location: Between Sierra Way and Waterman Avenue Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:00 AM To 10:55 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channe►ization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 66' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/East bound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 1 0.46% 0.46% Standard error of the mean: 0.34 24 0 0.00% 0.46% 50th Percentile: 40 25 0 0.00% 0.46% 85th Percentile: 45 26 0 0.00% 0.46% 97th Percentile: 48 27 2 0.93% 1.39% 10 Mile Pace: 36 to 45 28 2 0.93% 2.31% % of Samples in 10-Mile Pace: 74.07% 29 1 0.46% 2.78% Comments: 30 1 0.46% 3.24% 31 1 0.46% 3.70% .� 32 2 0.93% 4.63%' ° Cumulative Frequency Distribution 33 5 2.31% 6.94% '120% 34 3 1.39% 8.33% 35 8 3.70% 12.04% 13% - 36 11 5.09% 17.13% 37 19 8.80% 25.93% f 38 16 7.41% 33.33% : 4% - -- - 39 25 11.57% 44.91% 40 21 9.72% 54.63% E 41 13 6.02% 60.65% -- 42 12 5.56% 66.20% 43 17 7.87% 74.07% 0% 44 15 6.94% 81.02% 45 11 5.09% 86.11% Spot Speed,mph 46 6 2.78% 88.89% _- - _-- Frequency Distribution 47 10 4.63% 93.52%' 48 8 3.70% 97.22% $ 49 3 1.39% 98.61% 16 - -- 14 - 50 3 1.39% 100.00% >'I2 51 0 0.00% 100.00% ;10 52 0 0.00% 100.00% CT 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 ti h ,� o ,� 57 0 0.00% �100.00% ti �' h Spot Speed,mph -. Total: 216 100% CITY OF SAN BERNARDINO Client: Street: 9th Street(453 9th Street) Spt.Spd. Location: Between Waterman Avenue and 600'East of Preston Street Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 9:55 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped nctMty: Moderate 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channetization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 66' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 1 0.44% 0.44% 50th Percentile: 39 25 0 0.00% 0.44% 85th Percentile: 44 26 l 0.44% 0.87% 97th Percentile: 50 27 0 0.00% 0.87% 10 Mile Pace: 36 to 45 28 7 3.06% 3.93% % of Samples in 10-Mile Pace: 71.18% 29 2 0.87% 4.80% Comments: 30 9 3.93% 8.73% 31 2 0.87% 9.61% 32 9 3.93% 13.54% Cumulative Frequency Distribution 33 7 3.06% 16.59% 1120% 34 8 3.49% 20.09% 35 8 3.49% 23.58% 1V% c .y. 36 14 6.11% 29.69% �a/o 37 13 5.68% 35.37% 38 20 8.73% 44.10% 4% -- - ------ 39 14 6.11% 50.22% I 40 22 9.61% 59.83% E E 41 19 8.30% 68.12% ;&% 42 18 7.86% 75.98% 0 43 19 8.30% 84.28% 0% N3 41 44 13 5.68% 89.96% Spot Speed,mph 45 11 4.80% 94.76% 46 2 0.87% 95.63% Frequency Distribution 47 0 0.00% 95.63% 48 3 1.31% 96.94% 18 49 0 0.00% 96.94%i 14 50 2 0.87% 97.82%11 >12 51 2 0.87% 98.69%i�� uci10 52 0 0.00% 98.69%11 d 8 53 1 0.44% 99.13%( ii 6 54 1 0.44% 99.56%'� 4 55 1 0.44% 100.00%III 0 III It 1xi, 56 0 0.00% 100.00%1i1 N-) ^� � 57 0 0.00% 100.00% h Total: 229 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 21 st Street(401 21 st Street) Spt.Spd. Location: Between Waterman Avenue and Perris Hill Park Road Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:55 PM To 3:55 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 66' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residentail,Hospital Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None �. 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 34 22 0 0.00% 0.00% Standard Deviation: 4 23 3 1.38% 1.38% Standard error of the mean: 0.27 24 3 1.38% 2.75% 50th Percentile: 34 25 2 0.92% 3.67% 85th Percentile: 38 26 3 1.38% 5.05% 97th Percentile: 41 27 3 1.38% 6.42% 10 Mile Pace: 28 to 37 28 9 4.13% 10.55% % of Samples in 10-Mile Pace: 76.61% 29 13 5.96% 16.51% Comments: 30 15 6.88% 23.39% 31 13 5.96% 29.36% 32 17 7.80% 37.16% Cumulative Frequency Distribution 33 18 8.26% 45.41% 120% 34 21 9.63% 55.05% 35 25 11.47% 66.51% 13% --- - c 36 17 7.80% 74.31% °'o 37 19 8.72% 83.03% 38 6 2.75% 85.78% % 39 15 6.88% 92.66% w 40 8 3.67% 96.33% E 41 4 1.83% 98.17% 9% � 42 3 1.38% 99.54% 43 1 0.46% 100.00% 0% N o N6 'b\ N11, a� b0p�' 44 0 0.00% 100.00% Spot Speed,mph 45 0 0.00% 100.00% 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 1 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% ,q2 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �o �o .o ti� tih �� �� �\ No .� D6 .o h yh 57 0 0.00% 100.00% Total: 218 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 27th Street(930 27th Street) Spt.Spd. Location: Between Mount Vernon Avenue and G Street Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:15 PM To 4:20 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Actwity: Light 15 0 0.00% 0.000 Posted Speed: 35 16 0 0.00% 0.00% Channelization: Single yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 42' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 1 0.47% 0.47% 50th Percentile: 35 25 2 0.94% 1.42% 85th Percentile: 38 26 3 1.42% 2.83% 97th Percentile: 41 27 3 1.42% 4.250 10 Mile Pace: 30 to 39 28 2 0.94% 5.19% %of Samples in 10-Mile Pace: 83.96% 29 10 4.72% 9.91% Comments: 30 5 2.36% 12.26% 31 13 6.13% 18.40% 32 12 5.66% 24.06% Cumulative Frequency Distribution 33 16 7.55% 31.60% 120% 34 21 9.91% 41.51% 35 28 13.21% 54.72% 13% 36 27 12.74% 67.45% 37 27 12.74% 80.19% 38 16 7.55% 87.74% 4% - -- --- - 39 13 6.13% 93.87% 40 5 2.36% 96.23% E 41 2 0.94% 97.17% &% 42 2 0.94% 98.11 ,.. 43 1 0.47% 98.58% 0°%° 44 2 0.94% 99.53% N3 �6 NC, titi ti� ti� � � tp 0 Nb 45 0 0.00% 99.53%o Spot Speed,mph 46 1 0.47% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% u5i10 52 0 0.00% 100.00% �8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% rb 57 0 0.00%1 100.00% Spot Speed,mph Total: 212 100% Oft ib CITY OF SAN BERNARDINO Client: PA Street: 30th Street(1266 30th Street) Spt.Spd. Location: Between Little Mountain Drive and Valencia Avenue Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny per, 13 0 0.00% 0.00% Hours: 11:47 AM To 12:45 PM w 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Pea Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width. 58' sidewalks: North Side 18 0 0.00% 0.00% Comm./Resid.: Residential,Freeway Driveways: North Side 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 50 27 0 0.00% 0.00% 10 Mile Pace: 36 to 45 28 1 0.45% 0.45% % of Samples in 10-Mile Pace: 68.61% 29 2 0.90% 1.35% Comments: 30 3 1.35% 2.69% 31 1 0.45% 3.14% 32 4 1.79% 4.93% ' Cumulative Frequency Distribution 33 8 3.59% 8.52% 120% 34 7 3.14% 11.66% 35 7 3.14% 14.80% 1(P% 36 10 4.48% 19.28% 37 15 6.73% 26.01% 38 14 6.28% 32.29% 4% 39 21 9.42% 41.70% 40 26 11.66% 53.36% % E 41 18 8.07% 61.43% 9% 1---- 42 20 8.97% 70.40% ' 43 12 5.38% 75.78% 0% 0 0 ro '`0 ti� `lh rV� 11 4 44 9 4.04/0 79.82/o 45 8 3.59% 83.41%o Spot Speed,mph - 46 9 4.04% 87.44% Frequency Distribution 47 9 4.04% 91.48% 48 4 1.79% 93.27% 18 49 4 1.79% 95.07% 14 50 5 2.24% 97.31% > 51 2 0.90% 98.21% d10 52 2 0.90% 99.10% c 8 53 1 0.45% 99.55% a` 6 54 1 0.45% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 571 01 0.00% 100.00% Total: 223 100% 11 Spot Speed,mph r I CITY OF SAN BERNARDINO Client: Street: 40th Street(584 40th Street) Spt.Spd. Location: Between Kendall Drive and Electric Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:10 AM To 11:05 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channetization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 43 26 0 0.00% 0.00% 97th Percentile: 45 27 0 0.00% 0.00% 10 Mile Pace: 35 to 44 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 86.06% 29 1 0.48% 0.48% Comments: 30 3 1.44% 1.92% 31 4 1.92% 3.85% ° 32 2 0.96/o 4.81% Cumulative Frequency Distribution 33 4 1.92% 6.73% �i 120% 34 2 0.96% 7.69% 35 12 5.77% 13.46% 10% -- 36 12 5.77% 19.23% 37 17 8.17% 27.40% 2 o 38 22 10.58% 37.98% 6% 39 20 9.62% 47.60% 40 21 10.10% 57.69% E 41 31 14.90% 72.60% 9% 42 21 10.10% 82.69% 43 14 6.73% 89.42% °° 44 9 4.3 3% o N .�0 Nl:b ti� ti0) 100 3^ g'� DQ b"' Nb R� 0ti 4jh � 93.75/o 45 7 3.37% 97.12% -___ Spot Speed,mph 46 2 0.96% 98.08% Frequency Distribution I 47 2 0.96% 99.04% 48 1 0.48% 99.52% 18 16 49 1 0.48% 100.00% 14 50 0 0.00% 100.00% > 51 0 0.00% 100.00% y10 52 0 0.00% 100.00% cr 8 fin 53 0 0.00% 100.00% u" 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% ,3 ^1b Nl:b ^ ti 57 0 0.00% 100.00% 3 �',\ bp 0 a 6 b Total: 208 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 40th Street(133 40th Street) ISpt.Spd. Location: Between Electric Avenue and Waterman Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:10 AM To 12:02 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelizatlon: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.2 24 0 0.00% 0.00% 50th Percentile: 36 25 0 0.00% 0.00% 85th Percentile: 39 26 1 0.46% 0.46% 97th Percentile: 43 27 1 0.46% 0.93% 10 Mile Pace: 32 to 41 28 1 0.46% 1.39% % of Samples in 10-Mile Pace: 83.33% 29 5 2.31% 3.70% Comments: 30 8 3.70% 7.41% 31 7 3.24% 10.65% 32 7 3.24% 13.89% 0 o Cumulative Frequency Distribution 33 21 9.72% 23.61/0 120% 34 24 11.11% 34.72% 35 28 12.96% 47.69% 10% c 36 30 13.89% 61.57% °1 37 22 10.19% 71.76% % 38 14 6.48% 78.24% b% 39 15 6.94% 85.19% �a/a 40 11 5.09% 90.28% E 41 8 3.70% 93.98% 42 5 2.31% 96.30% 43 3 1.39% 97.69% 0% ^lb N6 NC, ti� `L`' ti� li� ^� 4 tp 0 RHO R� h� h) 44 4 1.85% 99.54% Spot Speed,mph 45 1 0.46% 100.00% 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% -12 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% U. 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 01 0.00%1 100.00% N N°' ti, �� �� gt` It` IbA by 0 Rlb RC, '`V h� Total: 216 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 40th Street(535 40th Street) Spt.Spd. Location: Between Waterman Avenue and Golden Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:07 PM To 1:00 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential/Recreatio]Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.2 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 48 26 0 0.00% 0.00% 97th Percentile: 50 27 0 0.00% 0.00% 10 Mile Pace: 40 to 49 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 86.64% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 1 0.46% 0.46% 32 0 0.00% 0.46% 33 0 0.00% Cumulative Frequency Distribution 0.46% 1120% 34 2 0.92% 1.38%' 35 2 0.92% 2.30% 11( % 36 2 0.92% 3.23% 0 37 3 1.38% 4.61% % 38 3 1.38% 5.99% W% -- - - -- - - 39 4 1.84% 7.83% y I 40 8 3.69% 11.52% % _ - - - E 41 10 4.61% 16.13% � �% --- -- 42 16 7.37% 23.50% '� 43 24 11.06% 34.56% o°%° 0 o N_ N1b '`� `lti `Lh ti� rye "� `�'� tp t°l t6 I � 44 23 10.60/0 45.16/o 45 32 14.75% o Spot Speed,mph 59.91/o 46 24 11.06% 70.97% Frequency Distribution 47 25 11.52% 82.49% 48 17 7.83% 90.32% 18 49 9 4.15% 94.47% 16 50 7 3.23% 97.70% > 51 4 1.84% 99.54% d10 52 1 0.46% 100.00% o,8 - 53 0 0.00% 100.00% LL 6 - - 54 0 0.00% 100.00%. 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �^ �. 57 0 0.00% 100.00% Spot Speed,mph Total: 217 100% CITY OF SAN BERNARDINO Client: Street: 40th Street(1200 40th Street) Spt.Spd. Location: Between Golden Avenue and Mountain Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent eather: Sunny 13 0 0.00% 0.00% Hours: 1:05 PM To 2:05 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped AcHviw Light 15 0 0.00% 0.00% Posted Speed 35 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 46' sidewalks: South Side 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: None 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 39 25 0 0.00% 0.00% 85th Percentile: 42 26 0 0.00% 0.00% 97th Percentile: 47 27 0 0.00% 0.00% 10 Mile Pace: 34 to 43 28 1 0.45% 0.45% %of Samples in 10-Mile Pace: 82.51% 29 1 0.45% 0.90% Comments: 30 1 0.45% 1.35% 31 0 0.00% 1.35% 32 8 3.59% 4.93% 33 10 4.48% 4.42% Cumulative Frequency Distribution 120% 34 10 4.48% 13.90% 35 19 8.52% 22.42% 10% c 36 13 5.83% 28.25% /o 37 18 8.07% 36.32% 38 17 7.62% 43.95% It% 39 31 13.90% 57.85% % 40 26 11.66% 69.51% E 41 21 9.42% 78.92% Z&% 42 17 7.62% 86.55% 43 12 5.38% 91.93% �%lb 44 4 1.79% 93.72% 45 3 1.35% 95.07% Spot Speed,mph ' 46 4 1.79% 96.86% Frequency Distribution 47 4 1.79% 98.65% 48 1 0.45% 99.10% 18 49 1 0.45% 99.55% 16 14 I 50 1 0.45% 100.00% > 2 51 0 0.00% 100.00% 110 52 0 0.00% 100.00% as 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 571 01 0.00% 100.000/( Total: 223 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: 48th Street(1121 48th Street) Spt.Spd. Location: Between Kendall Drive and Electric Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:05 AM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channe►ization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: North Side 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.47% 0.47% Standard error of the mean: 0.27 24 1 0.47% 0.93% 50th Percentile: 35 25 0 0.00% 0.93% 85th Percentile: 38 26 3 1.40% 2.33% 97th Percentile: 42 .. 27 3 1.40% 3.720 10 Mile Pace: 30 to 39 28 4 1.86% 5.58% % of Samples in l0-Mile Pace: 81.40% 29 7 3.26% 8.84% Comments: 30 15 6.98% 15.81% 31 14 6.51% 22.330 32 18 8.37% 30.70% Cumulative Frequency Distribution 33 13 6.05% 36.74% 120% 34 22 10.23% 46.98% 35 27 12.56% 59.53% 1(�% 36 31 14.42% 73.95% 37 13 6.05% 80.00% I ;v 38 13 6.05% 86.05% ': 4% 39 9 4.19% 90.23% 40 9 4.19% 94.42% E E 41 4 1.86% 96.28% a% 42 2 0.93% 97.21% 0 43 1 0.47% 97.67% o% +++ 0 0 '`3 `ro .01 10, by `y0 11 `� `y'1 �� 0 a6 0 Sti h1 44 4 1.86/0 99.53/o - _ Spot Speed,mph 45 0 0.00% 99.53%1 46 1 0.47% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 -- 49 0 0.00% 100.00% 14 50 0 0.00% 100.00% 14 _ 51 0 0.00% 100.00% m10 lien 52 0 0.00% 100.00% o,8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00%! 2 56 0 0.00% 100.00%i 0 571 01 0.00%1 100.00% � � � T Spot Speed,mph otal: 215 100% 1 CITY OF SAN BERNARDINO Client: Street: Arden Avenue(1794 Arden Avenue) Spt.Spd. Location: Between Pacific Street and Highland Avenue Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:10 AM To 12:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, Recreatic Driveways: East Side 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.35 24 0 0.00% 0.00% 50th Percentile: 38 25 0 0.00% 0.00% 85th Percentile: 43 26 0 0.00% 0.000 97th Percentile: 49 27 2 0.95% 0.95% 10 Mile Pace: 33 to 42 28 1 0.48% 1.43% % of Samples in 10-Mile Pace: 72.86% 29 2 0.95% 2.38% Comments: 30 4 1.90% 4.29% 31 5 2.38% 6.67% 32 5 2.38% 9.05% Cumulative Frequency Distribution 33 8 3.81% 12.86% 120% , 34 7 3.33% 16.19% 35 17 8.10% 24.29% 1t�% - - 36 14 6.67% 30.95% 37 14 6.67% 37.62% 38 26 12.38% 50.00% 4% - - -- -- -- 39 25 11.90% 61.90% 40 14 6.67% 68.57%j % 41 15 7.14% 75.71% 42 13 6.19% 81.90% 43 7 3.33% 85.24% 0% ++- 44 8 3.81% ° ^l ^ro ^� �� It, ti� �� �° IbA °° tn. aro a°' `'� 0y 89.05/o Spot Speed,mph 45 7 3.33% 92.38% 46 0 0.00% 92.38% Frequency Distribution 47 1 0.48% 92.86% 48 6 2.86% 95.71% 18 - 49 8 3.81% 99.52% 16 -- 14 50 1 0.48% 100.00% - 51 0 0.00% 100.00% 5)10 52 0 0.00% 100.00% c 8 53 0 0.00% 100.00%i1 Li s 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 0 0.00% 100.00% Total: 210 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: r Street: Arrowhead Avenue(216 Arrowhead Avenue) Spt.Spd. Location: Between Esperanza Street and Rialto Avenue Cumulative Date: 2/5/2016 Day: Friday ' Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:15 PM To 4:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channe►ization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 62' Sidewalks: Both Sieds 18 0 0.00% 0.00% Comm./Resid.: Residetnail,Co=er(Driveways: Both Sieds 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 44 26 0 0.00% 0.00% 97th Percentile: 47 27 0 0.00% 0.00% 10 Mile Pace: 35 to 44 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 77.17% 29 0 0.00% 0.00% Comments: 30 2 0.91% 0.91% 31 4 1.83% 2.74% 32 6 2.74% 5.48% Cumulative Frequency Distribution 33 4 1.83% 7.31% 120% 34 7 3.20% 10.50% 35 14 6.39% 16.89%;1(9)% -- - 36 13 5.94% 22.83% 37 18 8.22% 31.05% 38 16 7.31% 38.36% 4% - -- 39 21 9.59% 47.95% 40 24 10.96% 58.90% % E 41 20 9.13% 68.04% ^&% 4 - - 42 21 9.59% 77.63% 43 11 5.02% 82.65% o°%° 44 11 5.02% 87.67% 45 11 5.02% 92.69% Spot Speed,mph 46 7 3.20% 95.89% 47 3 1.37% 97.26% Frequency Distribution 98.17/° 18 49 2 0.91/° 48 0 0.00% 97.26% 0 0 16 14 50 0 0.00% 98.17%�, >12 51 3 1.37% 99.54% 010 52 0 0.00% 99.54% o,8 53 1 0.46% 100.00%% a` 6 54 0 0.00% 100.00%I 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �„b � 57 0 0.00% 100 6.00% 1 Total: 219 100% Spot Speed,mph I CITY OF SAN BERNARDINO Client: Street: Arrowhead Avenue(823 Arrowhead Avenue) Spt.Spd. Location: Between 7th Street and Highland Avenue Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:15 PM To 3:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB red Activity: Moderate 15 0 0.00% 0.00% Posted Speed 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width. 56' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 1 0.48% 0.48% 50th Percentile: 38 25 0 0.00% 0.48% 85th Percentile: 41 26 0 0.00% 0.48% 97th Percentile: 44 27 1 0.48% 0.95% 10 Mile Pace: 33 to 42 28 2 0.95% 1.90% % of Samples in 10-Mile Pace: 76.67% 29 5 2.38% 4.29% Comments: 30 8 3.81% 8.10% 31 8 3.81% 11.90% _ 32 8 3.81% 15.71% Cumulative Frequency Distribution 33 11 5.24% 20.95% 120% 34 11 5.24% 26.19% 35 13 6.19% 32.38% 1�% 36 13 6.19% 38.57% 37 18 8.57% 47.14% m % 38 27 12.86% 60.00% 4% -- - - 39 23 10.95% 70.95% w 40 23 10.95% 81.900/ 41 9 4.29% 86.19% &% 42 13 6.19% 92.38% 43 9 4.29% 96.67% o�%° 0 0 N_, pro Nc, fro R� hti gh 44 5 2,38% 99,05% - 45 2 0.95% 100.00% Spot Speed,mph 46 0 0.00% 100.00%, Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% X10 52 0 0.00% 100.00% c 8 53 0 0.00% 100.00% li 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% ^g N� ry ° 6 57 0 0.00% 100.00% ti 1 11 Total: 210 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Arrowhead Avenue(3508 Arrowhead Avenue) Spt.Spd. Location: Between Highland Avenue and Kendall Drive Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:00 PM To 4:05 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 56' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound MMia°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 42 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 42 25 0 0.00% 0.00% 85th Percentile: 47 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 37 to 46 28 1 0.45% 0.45% % of Samples in 10-Mile Pace: 74.55% 29 0 0.00% 0.45% Comments: 30 0 0.00% 0.45% 31 2 0.89% 1.34% 32 0 0.00% 1.34% Cumulative Frequency Distribution 33 3 1.34% 2.68% '120% 34 3 1.34% 4.02% 35 5 2.23% 6.25% 1(�% 36 4 1.79% 8.04% F&% 37 16 7.14% 15.18% d 38 9 4.02% 19.20% 40% 39 22 9.82% 29.02% % 40 23 10.27% 39.29% £ 41 18 8.04% 47.32% 5% 42 19 8.48% 55.80% 43 13 5.80% 61.61% ��%° 44 19 8.48% 70.09%° ^° ^6 ^° �� � �� Spot Speed,mph 45 13 5.80% 75.89% 46 15 6.70% 82.59% Frequency Distribution 47 11 4.91% 87.50% 48 9 4.02% 91.52% 18 49 9 4.02% 95.54% 14 50 3 1.34% 96.88% > 51 4 1.79% 98.66% y10 52 2 0.89% 99.55% m 8 53 1 0.45% 100.00% LL 6 - 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 0 0.00% 100.00% Spot Speed,mph Total: 224 100% CITY OF SAN BERNARDINO Client: Street: Atlantic Avenue(3850 Atlantic Avenue) Spt.Spd. Location: Between Palm Avenue and Cienega Court Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:10 AM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Single Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Church, (Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 31 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 30 25 23 11.06% 11.06% 85th Percentile: 35 26 20 9.62% 20.67% 97th Percentile: 37 27 16 7.69% 28.37% 10 Mile Pace: 25 to 34 28 15 7.21% 35.58% % of Samples in 10-Mile Pace: 81.25% 29 14 6.73% 42.31% Comments: 30 19 9.13% 51.44% 31 15 7.21% 58.65% 32 17 8.17% 66.83% ° ° � Cumulative Frequency Distribution 33 16 7.69% 74.52%1,120% 34 14 6.73% 81.25% 35 18 8.65% 89.90% I13% 36 13 6.25% 96.15% 37 3 1.44% 97.60% 2 38 2 0.96% 98.56% tW% - -- - - - - ---- 39 0 0.00% 98.56% 40 1 0.48% 99.04% - E 0 0 42 1 /0 0.48 99.52% -___-- 43 1 0.48% 100.00% 0% + 44 0 0,00% 100,00% Spot Speed,mph 45 0 0.00% 100.00% __-___ 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 - 50 0 0.00% 100.00%i �2 51 0 0.00% 100.00%� r-10 52 0 0.00% 100.00% d 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�lb ro ,:,j �, qy ,\ o 6 57 0 0.00% 100.00% � � � 3 � �' � � � � � � T Spot Speed,mph otal: 208 100% CITY OF SAN BERNARDINO Client: Street: Baseline Street(No address,open land on both sides) Spt.Spd. Location: Between Meridian Avenue and California Street Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:40 AM To 12:50 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Pea Activity: Light 15 0 0.00% 0.00% Posted Speed: 55 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 70' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Industrial, School Driveways: Both Sides 1 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 51 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 51 25 0 0.00% 0.00% 85th Percentile: 55 26 0 0.00% 0.00% 97th Percentile: 57 27 0 0.00% 0.00% 10 Mile Pace: 47 to 56 I 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 84.95% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00%1 Cumulative Frequency Distribution 33 0 0.00% 0.00%1120% - 34 0 0.00% 0.00% 1 = 35 0 0.00% 0.00% 1 % 36 0 0.00% 0.00% 0 37 0 0.00% 0.00% 38 0 0.00% 0.00% (t% - - - -- --- -- 39 0 0.00% 0.00% 40 1 0.49% 0.49% E 41 2 0.97% 1.46% �% ----- - - - 42 1 0.49% 1.94% 43 2 0.97% 2.91% 0% 44 2 0.97% 3.88% 41 y0, yh 45 2 0.97% 4.85% Spot Speed,mph 46 8 3.88% 8.74% 47 15 7.28% 16.02% Frequency Distribution 48 18 8.74% 24.76% 18 49 17 8.25% 33.01% 14 - 50 30 14.56% 47.57% > 51 18 8.74% 56.31% X10 52 15 7.28% 63.59% 8 -- 53 13 6.31% 69.90% ti 6 54 13 6.31% 76.21% a 55 22 10.68% 86.89% 2 0 56 14 6.80% 93.69% 571 131 6.31% 100.00% ti 3 �' h h Total: 206 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Baseline Street(1718 Baseline Street) Spt.Spd. Location: Between California Street and Medical Center Drive Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 10:20 AM To 11:30 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School,(Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 6 23 0 0.00% 0.00% Standard error of the mean: 0.41 24 0 0.00% 0.00% 50th Percentile: 41 25 1 0.47% 0.47% 85th Percentile: 47 26 0 0.00% 0.47% 97th Percentile: 53 27 3 1.40% 1.87% 10 Mile Pace: 38 to 47 28 1 0.47% 2.34% % of Samples in 10-Mile Pace: 60.28% 29 1 0.47% 2.80% Comments: 30 2 0.93% 3.74% 31 7 3.27% 7.01% 32 7 3.27% 10.28% Cumulative Frequency Distribution 33 7 3.27% 13.55%;120% 34 6 2.80% 16.36% 35 4 1.87% 18.22% 13% - --- 36 8 3.74% 21.96% 37 8 3.74% 25.70% - - - /0 32.24% j 4%o - - 38 14 6.54/° � 39 11 5.14 37.38% 40 20 9.35% 46.73% E 41 18 8.41% 55.14% a% 42 8 3.74% 58.88% 43 8 3.74% 62.62% o%„� 6 0 o ,� ,5 % 0 h 44 17 7.94% 70.56% N � N ti 1- `� o 4 ° °` N ° `' Spot Speed,mph 45 7 3.27% o - --- _ _-- -- 73.83/° 46 13 6.07/° 79.91%1 Frequency Distribution 47 13 6.07% 85.98% 48 6 2.80% 88.79% 18 -' 49 4 1.87% 90.65%" 14 50 9 4.21% 94.86% 1-12 - 51 2 0.93% 95.79% ;10 - 0 o Q8 52 2 0.93% 96.73/o d 53 2 0.93% 97.66% LL 6 54 2 0.93% 98.60% 4 55 3 1.40% 100.00% 2 0 56 0 0.00% 100.00% N .o �o o 6 57 0 0.00% 100.00% �' 3 t tl tr ' Total: 214 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: On Street: Baseline Street(1533 Baseline Street) Spt.Spd.Location: Between Medical Center Drive and H Street Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:10 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(Driveways: Both Sides ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 6 23 0 0.00% 0.00% Standard error of the mean: 0.41 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 50 27 3 1.40% 1.40% 10 Mile Pace: 37 to 46 28 3 1.40% 2.79% %of Samples in 10-Mile Pace: 52.09% 29 3 1.40% 4.19% Comments: 30 6 2.79% 6.98% 31 5 2.33% 9.30% 32 16 7.44% 16.74% Cumulative Frequency Distribution 33 15 6.98% 23.72% 120% 34 10 4.65% 28.37% 35 9 4.19% 32.56% 1(�% - - - c 36 7 3.26% 35.81% 37 8 3.72% 39.53% % 38 13 6.05% 45.58% 4% 39 8 3.72% 49.30% % 40 9 4.19% 53.49% E 1 41 13 6.05% 59.53% 42 18 8.37% 67.91% 43 12 5.58% 73.49% 0% 0 0 rLrL rLh 10, `3� ^� `y'� tp 0 44 9 4.19/0 77.67% 45 11 5.12% 82,'79% Spot Speed,mph 46 11 5.12% 87.91% 47 3 1.40% 89.30% Frequency Distribution 48 8 3.72% 93.02% 18 16 -- _ - h 49 3 1.40% 94.42% 14 50 8 3.72% 98.14% > 2 51 3 1.40% 99.53% m10 - 52 0 0.00% 99.53% o,8 53 1 0.47% 100.00% U. 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 571 01 0.00% 100.00% Spot Speed,mph Total: 215 100% !P" CITY OF SAN BERNARDINO Client: Street: Baseline Street(921 Baseline Street) ' Spt.Spd.Location: Between Sierra Way and Del Rosa Avenue Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent weather: Partly Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 9:45 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Pea Activity: Moderate ' 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commercnriveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 1 0.46% 0.46% 50th Percentile: 39 25 3 1.38% 1.84% 85th Percentile: 44 26 1 0.46% 2.30% 97th Percentile: 48 27 2 0.92% 3.23% 10 Mile Pace: 35 to 44 28 3 1.38% 4.61% % of Samples in 10-Mile Pace: 64.98% 29 4 1.84% 6.45% Comments: 30 3 1.38% 7.83% 31 8 3.69% 11.52% 32 9 4.15% 15.67% Cumulative Frequency Distribution 33 10 4.61% 20.28% 120% 34 10 4.61% 24.88% 35 13 5.99% 30.88% c 36 10 4.61% 35.48% 37 13 5.99% 41.47% 2 38 18 8.29% 49.77% 6% -- 39 15 6.91% 56.68% 40 19 8.76% 65.44% E E 41 14 6.45% 71.89% �% 42 15 6.91% 78.80% 43 10 4.61% 83.41% °° e 0 0 11 '`r0 ^9 ti� 1P ti� `yam 4 14A b� Db D6 t� hti h) 44 14 6.45/0 89.86/o 45 9 4.15% 94.01% _ _____ Spot Speed,mph 46 4 1.84% 95.85% 47 1 0.46% 96.31% Frequency Distribution 48 4 1.84% 98.16% 18 49 1 0.46% 98.62% 16 14 50 1 0.46% 99.08% > 2 51 1 0.46% 99.54% d1 o 52 0 0.00% 99.54% cr 8 53 0 0.00% 99.54% LL 6 54 0 0.00% 99.54% 4 55 0 0.00% 99.54% 2 0 56 1 0.46% 100.00% 57 0 0.00% 100.00% ti 0 h 11 n' 3 N o o6 N h Total: 217 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: California Street(2544 California Street) Spt.Spd. Location: Between Baseline Street and Cajon Boulevard Cumulative Date: 3/2/2016 Day: Wednesday ' Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 10:30 AM To 11:45 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Dash yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.32 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 44 26 0 0.00% 0.00% 97th Percentile: 48 27 0 0.00% 0.00% 10 Mile Pace: 34 to 43 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.73% 29 1 0.42% 0.42% Comments: 30 4 1.69% 2.11% 31 3 1.27% 3.38% 32 7 2. % 8.8686%6.33%1 120% 33 6 2.5353% Cumulative Frequency Distribution 34 17 7.17% 16.03% 35 15 6.33% 22.36% 1(8)% -- - -- c 36 11 4.64% 27.00% ° - 37 11 4.64% 31.65% m ° 38 18 7.59% 39.24%] 4% - - - - 39 20 8.44% 47.68% 40 24 10.13% 57.81% E - -- E 41 12 5.06% 62.87% a% 42 19 8.02% 70.89% 43 23 9.70% 80.59% 0% 0 o Nor 'pro ^9 ti� ti� `L� 44 12 5.06% 85.65% Spot Speed,mph 45 12 5.06% 90.72% 46 8 3.38% 94.09% Frequency Distribution 47 5 2,11% 96.20% 49 2 0.84% 99.16% 16 48 5 2.11% 98.31% 16 - - - 14 - - - -_ 50 2 0.84% 100.00% ,12 - - - - - 51 0 0.00% 100.00% v 10 52 0 0.00% 100.00% o,8 53 0 0.00% 100.00% LL 6 -- 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�o 571 01 0.00%1 100.00% ^o ' � � 3� t o � N 6 t-a � h Total: 237 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Central Avenue(223 Central Avenue) Spt.Spd. Location: Between Arrowhead Avenue and 100'East of Valley View Road Cumulative Date: 2/11/2016 Day: Thursday ' Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:45 PM To 1:57 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light ' 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 46' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential,Industrial Driveways: Both Sides ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 2 0.94% 0.94% 50th Percentile: 37 25 0 0.00% 0.94% 85th Percentile: 42 26 1 0.47% 1.41% 97th Percentile: 46 27 2 0.94% 2.35% 10 Mile Pace: 31 to 40 28 5 2.35% 4.69% % of Samples in 10-Mile Pace: 70.89% ! 29 6 2.82% 7.51% Comments: 30 9 4.23% 11.74% 31 10 4.69% 16.43% 32 15 7.04% 23.47% o ° Cumulative Frequency Distribution 33 6 2.82% 26.29/0 120% 34 16 7.51% 33.80% 35 14 6.57% 40.38% 1(3)% - 36 11 5.16% 45.54% 37 14 6.57% 52.11% ' 38 18 8.45% 60.56% W% 39 25 11.74% 72.30% 40 22 10.33% 82.63% E E ' 41 1 0.47% 83.10% 42 9 4.23% 87.32% 43 8 3.76% 91.08% 0% N 44 6 2.82% 93.90% N6 �°j �' ti`' ti� �'` 45 5 2.35% 96.24% Spot Speed,mph 46 4 1.88% 98.12% Frequency Distribution 47 3 1.41% 99.53% 48 1 0.47% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% :-M 2 51 0 0.00% 100.00% r-10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% N NCO No' ti h a o ti h 57 0 0.00% 100.00% n' , h 0 Total: 213 100% L Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: D Street(1900 D Street) Spt.Spd. Location: Between 6th Street and 28th Street Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent weather: Partly Sunny 13 0 0.00% 0.00% Hours: 2:50 PM To 3:40 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light _ 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channetization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.32 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 45 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 35 to 44 28 1 0.42% 0.42% % of Samples in 10-Mile Pace: 70.42% 29 0 0.00% 0.42% Comments: 30 1 0.42% 0.83% 31 3 1.25% 2.08% 32 5 2.08% 4.17% ' Cumulative Frequency Distribution 33 3 1.25% 5.42% 120% 34 12 5.00% 10.42% 35 18 7.50% 17.92% 1c�% -- ----- c 36 23 9.58% 27.50% 37 18 7.50% 35.00% 38 19 7.92% 42.92% 39 16 6.67% 49.58% w 40 13 5.42% 55.00% E 1 41 16 6.67% 61.67% d% - 42 15 6.25% 67.92% i I 43 17 7.08% 75.00%i o% ° ^ ,pro 0 �tL tih �� 31 -- 3A tp 0 .0 t- h� hD 44 14 5.83% 80.83% ! Spot Speed,mph 45 10 4.17% 85.00% 46 7 2.92% 87.92% Frequency Distribution 47 7 2.92% 90.83% 48 4 1.67% 92.50% 18 49 3 1.25% 93.75%' 16 - 14 - 50 7 2.92% 96.67% > 51 4 1.67% 98.33% aci10 52 2 0.83% 99.17% 8 53 1 0.42% 99.58%, ti 6 54 0 0.00% 99.58% 4 55 1 0.42% 100.00% 2 56 0 0.00% 100.00% 0�3 57 0 0.00% 100.00% 1-b 9 ti r ry 1^ -4 3 tp 0 6 0 h h Total: 240 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Del Rosa Avenue(1617 Del Rosa Avenue) Spt.Spd. Location: Between Del Rosa Drive and Marshall Boulevard Cumulative Date: 2/2/2016 Day: Tuesday ' Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:25 PM To 2:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light ' 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial,Residen Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 ' 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 39 25 1 0.45% 0.45% 85th Percentile: 43 26 0 0.00% 0.45% 97th Percentile: 45 27 1 0.45% 0.91% 10 Mile Pace: 35 to 44 r' 28 3 1.36% 2.27% % of Samples in 10-Mile Pace: 77.73% 29 0 0.00% 2.27% Comments: 30 7 3.18% 5.45% 31 4 1.82% 7.27% - 32 8 3.64% 10.91% Cumulative Frequency Distribution 33 5 2.27% 13.18% 120% 34 7 3.18% 16.36% ' 35 15 6.82% 23.18% 1(8)% - - - 36 12 5.45% 28.64% . °1 37 13 5.91% 34.55% ' 38 15 6.82% 41.36% 4% -- -- - -_ - -_ 39 22 10.00% 51.36% y 40 27 12.27% 63.64% i E 41 26 11.82% 75.45% &% --- 42 19 8.64% 84.09% 43 14 6.36% 90.45% 0% ' � N6 re bN Qo a'b tP Nq bV hh 44 8 3.64% 94.09% Spot Speed,mph 45 7 3.18% 97.27% 46 5 2.27% 99.55% Frequency Distribution 47 0 0.00% 99.55% 48 1 0.45% 100.00% 18 49 0 0.00% 100.00% 16 - - -- -- 14 ---- 50 0 0.00% 100.00% >1 2 51 0 0.00% 100.00%, C'10 52 0 0.00% 100.00% a' 8 53 0 0.00% 100.00% li 6 54 0 0.00% 100.00%l 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% ^3 ^o o h ,1 0 „� 6 0 57 0 0.00% 100.00% ti 1 1 1 �' t 0 o� � h ' Total: 220 100% Spot Speed,mph • CITY OF SAN BERNARDINO Client: Street: Del Rosa Avenue(3755 Del Rosa Avenue) Spt.Spd. Location: Between Marshall Boulevard and 39th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:15 PM To 3:05 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Double Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 50' sidewalks: West Side 18 0 0.00% 0.00% Comm./Resid.: Commercial/Resident Driveways: Both Sides 1 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 45 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 54 27 0 0.00% 0.00% 10 Mile Pace: 40 to 49 ' 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 74.67% 29 0 0.00% 0.00% Comments: 30 1 0.44% 0.44% 31 1 0.44% 0.89% 32 1 0.44% 1.33% Cumulative Frequency Distribution 33 1 0.44% 1.78%i 120% 34 1 0.44% 2.22% ' 35 4 1.78% 4.00% 13% c 36 0 0.00% 4.00% 37 7 3.11% 7.11% - - - 38 6 2.67% 9.78% 4% - -- 39 7 3.11% 2.89% r 40 8 3.56% 16.44% S 41 7 3.11% 19.56% - 42 12 5.33% 24.89% 43 17 7.56% 32.44% 44 24 10.67% 43.11% Spot Speed,mph - 45 30 13.33% 56.44% 46 24 10.67% 67.11% Frequency Distribution 47 17 7.56% 74.67% 48 18 8.00% 82.67% 18 16 - - -- 49 11 4.89% 87.56%: 50 7 3.11% 90.67%' 2 ' 51 6 2.67% 93.33% u�i10 52 5 2.22% 95.56% o,8 - - - 53 3 1.33% 96.89% LL 6 ' 54 2 0.89% 97.78% 4 55 3 1.33% 99.11% 2 0 56 1 0.44% 99.56%; 57 1 0.44% 100.00%iI ' Total: 225 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: E Street(2080 E Street) Spt.Spd. Location: Between Hunts Lane and Century Avenue Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:10 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB PedActivity: Light 15 0 0.00% 0.00% Posted Speed: 40 ' 16 0 0.00% 0.00% Channetization: two way bus lanes/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 ' 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 37 25 1 0.47% 0.47% 85th Percentile: 42 26 1 0.47% 0.93% 97th Percentile: 45 27 2 0.93% 1.87% 10 Mile Pace: 31 to 40 ' 28 2 0.93% 2.80% % of Samples in 10-Mile Pace: 70.09% 29 4 1.87% 4.67% Comments: 30 5 2.34% 7.01% 31 12 5.61% 12.62% 32 17 7.94% 20.56% Cumulative Frequency Distribution 33 10 4.67% 25.23% 120% 34 8 3.74% 28.97% 35 16 7.48% 36.45% - 36 14 6.54% 42.99% 37 21 9.81% 52.80% 38 12 5.61% 58.41% % - -- 39 19 8.88% 67.29% 40 21 9.81% 77.10% E - -- E 41 10 4.67% 81.78% 42 13 6.07% 87.85% 43 15 7.01% 94.86% 0% + + ITT+-r +-+ + 0 96.73% r�rh ' 44 4 1.87% 45 4 1.87% 98.60% Spot Speed,mph 46 1 0.47% 99.07% Frequency Distribution 47 1 0.47% 99.53% ' 48 0 0.00% 99.53% 18 -- 49 0 0.00% 99.53% 16 14 -- 50 1 0.47% 100.00% >i2 ' 51 0 0.00% 100.00% d10 -- 52 0 0.00% 100.00% ;:7 8 - 53 0 0.00% 100.00% LL s 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 0 0.00% 100.00% �o ,o ^o ti t 41 3 t o 0 0 0 0 0 0 <01,11 h Total: 214 100% Spot Speed,mph ' CITY OF SAN BERNARDINO Client: Street: E Street(3478 E Street) Spt.Spd. Location: Between 30th Street and Kendall Drive Cumulative Date: 2/3/2016 Day: Wednesday ' Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:15 PM To 4:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,CornmenDriveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 45 26 1 0.47% 0.47% 97th Percentile: 49 27 0 0.00% 0.47% 10 Mile Pace: 35 to 44 28 1 0.47% 0.93% %of Samples in 10-Mile Pace: 71.03% 29 1 0.47% 1.40% Comments: 30 3 1.40% 2.80% 31 4 1.87% 4.67% ' 32 4 1.87% 6.54% Cumulative Frequency Distribution 33 5 2.34% 8.88% 120% 34 6 2.80% 11.68% 35 10 4.67% 16.36% 16% c 36 8 3.74% 20.09% 37 10 4.67% 24.77% % 38 13 6.07% 30.84% b% I 39 24 11.21% 42.06% % 40 20 9.35% 51.40% E ' 41 20 9.35% 60.75% 42 22 10.28% 71.03% 43 16 7.48% 78.50% 0% 0 0 N ^ro NCb `yti rtih ti� g� " g1 N, �3 pro p0 44 9 4.21/0 82.71/o 45 10 4.67% 87.38% Spot Speed,mph 46 6 2.80% 90.19% Frequency Distribution 47 6 2.80% 92.99% 48 5 2.34% 95.33% 18 49 5 2.34% 97.66% 16 14 50 5 2.34% 100.00% -12 51 0 0.00% 100.00% r- 52 0 0.00% 100.00% a-8 0) 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% lb N6 N°a ry h ^ ,� O 57 0 o.00°r° 10o.00°i° `� `� `� `' `� `� °` T otal: 214 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Electric Avenue(4632 Electric Avenue) Spt.Spd. Location: Between 40th Street and Northpark Boulevard Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:05 PM To 2:05 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 37' Sidewalks: West Side 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: West Side 19 0 0.00% 0.00% Direction: North/Southbound media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 38 25 0 0.00% 0.00% 85th Percentile: 42 26 0 0.00% 0.00% 97th Percentile: 45 27 0 0.00% 0.00% 10 Mile Pace: 33 to 42 28 1 0.47% 0.47% % of Samples in 10-Mile Pace: 78.60% 29 3 1.40% 1.86% Comments: 30 4 1.86% 3.72% 31 7 3.26% 6.98% 32 9 4.19% 11.16% Cumulative Frequency Distribution 33 12 5.58% 16.74% '120% 34 12 5.58% 22.33% 35 16 7.44% 29.77% 13% c 36 18 8.37% 38.14% 0 37 13 6.05% 44.19% % - - - 38 13 6.05% 50.23% 40% ----- - - 39 26 12.09% 62.33% w 40 23 10.70% 73.02% E 41 22 10.23% 83.26% �% --- - - - 42 14 6.51% 89.77% 11 ° 95.81% 0 ,Lty tih �� ;S i - - - T+-F + + o% 43 6 2.79% 92.56% I 44 7 3.26% N' N' N �1 p0 R3 p6 p0 �'L `'h 45 4 1.86% 97.67% _ pot Speed,mph 46 1 0.47% 98.14% Frequency Distribution 47 1 0.47% 98.60% 48 2 0.93% 99.53% 18 49 1 0.47% 100.00% 16 50 0 0.00% 100.00% >v12 51 0 0.00% 100.00% 5)10 _-- 52 0 0.00% 100.00% Q 8 d 53 0 0.00% 100.00% li 6 - 54 0 0.00% 100.00% 4 --- 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �3 ^6 �� 57 0 0.00% 100.00% Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Eucalyptus Avenue(287 Eucalyptus Avenue) Spt.Spd. Location: Between Mill Street and Rialto Avenue Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 11:30 AM To 12:45 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/Ol SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 1 0.47% 0.47% Direction: North/Southbound Media.: None 20 1 0.47% 0.93% DATA ANALYSIS: 21 0 0.00% 0.93% Mean Speed: 35 22 2 0.93% 1.87% Standard Deviation: 6 23 1 0.47% 2.34% Standard error of the mean: 0.41 24 2 0.93% 3.27% 50th Percentile: 35 25 2 0.93% 4.21% 85th Percentile: 40 26 1 0.47% 4.67% 97th Percentile: 44 27 15 7.01% 11.68% 10 Mile Pace: 31 to 40 28 7 3.27% 14.95% %of Samples in I0-Mile Pace: 64.02% 29 8 3.74% 18.69% Comments: 30 10 4.67% 23.36% 31 8 3.74% 27.10% 32 12 5.61% 32.71% Cumulative Frequency Distribution 33 13 6.07% 38.79% 120% 34 10 4.67% 43.46% 35 23 10.75% 54.21% 1f�% -- - -- 36 15 7.01% 61.21% 37 8 3.74% 64.95% 38 14 6.54% 71.50% 4% 39 14 6.54% 78.04% w 40 20 9.35% 87.38% E E 41 2 0.93% 88.32% 42 9 4.21% 92.52% 43 8 3.74% 96.26% 0% 0 0 �' 'firo ^� N `L�1 rLh rL0 �� "� 3� O .1b D,ro D,, <j 0D ' 44 3 1.40/0 97.66/o - - 45 1 0.47% 98.13% Spot Speed,mph 46 2 0.93% 99.07% 47 1 0.47% 99.53% Frequency Distribution 48 0 0.00% 99.53% 18 49 0 0.00% 99.53%, 16 14 -- - 50 0 0.00% 99.53%' X12 51 0 0.00% 99.53% r-10 ' 52 0 0.00% 99.53% c 8 ---- 53 0 0.00% 99.53% U_ 6 54 0 0.00% 99.53% 4 - - - 55 0 0.00% 99.53% 2 56 1 0.47% 100.00% 0^� 6 N`1� 57 0 0.00% 100.00% 3 °' h Total: 214 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Foothill Drive(1966 Foothill Drive) Spt.Spd. Location: Between Del Rosa Avenue and Arden Avenue Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:10 PM To 4:10 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Pea Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Church Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 36 25 2 0.91% 0.91% 85th Percentile: 40 26 3 1.37% 2.28% 97th Percentile: 47 27 2 0.91% 3.20% 10 Mile Pace: 31 to 40 28 3 1.37% 4.57% % of Samples in 10-Mile Pace: 75.80% 29 2 0.91% 5.48% Comments: 30 13 5.94% 11.42% 31 15 6.85% 18.26% 32 12 5.48% 23. % 33 12 5.48% 29.2222% 120% Cumulative Frequency Distribution 34 22 35 20 1 0 9.113 . % 1 - - 0/0/0 1QP% 4840 o o - - c 36 10 4.57 52.97/o 37 17 7.76% 60.73% ° 38 22 10.05% 70.78% 0% -- - 39 19 8.68% 79.45% 40 17 7.76% 87.21% 41 10 4.57% 91.78% - 42 4 1.83% 93.61% 43 2 0.91% 94.52% 0% 0 0 '�^� 44 1 0.46/0 '`ro '�� ti� ti� ti� 41 94.98/o 45 3 1.37% 96.35%1° Spot Speed,mph -__ 46 1 0.46% 96.80% Frequency Distribution 47 3 1.37% 98.17% 48 1 0.46% 98.63% 18 49 2 0.91% 99.54% 14 - -- 50 1 0.46% 100.00% > 51 0 0.00% 100.00% 510 -- --- 52 0 0.00% 100.00%. m 8 - 53 0 0.00% 100.00% LL 6 --- - 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% lb 57 0 0.00% 3 a o h Total: 219 100% 00 % h Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: G Street(2648 G Street) Spt.Spd. Location: Between 6th Street and 140'North of 29th Street Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 1:55 PM To 2:45 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB red Activity: Heavy 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Single yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School oeiveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 1 0.45% 0.45% Mean Speed: 32 22 1 0.45% 0.90% Standard Deviation: 4 23 4 1.81% 2.71% Standard error of the mean: 0.27 24 3 1.36% 4.07% 50th Percentile: 32 25 9 4.07% 8.14% 85th Percentile: 36 26 12 5.43% 13.57% 97th Percentile: 40 27 16 7.24% 20.81% 10 Mile Pace: 26 to 35 28 14 6.33% 27.15% % of Samples in 10-Mile Pace: 71.95% 29 13 5.88% 33.03% Comments: 30 14 6.33% 39.37% 31 16 7.24% 46.61% - - 32 16 7.24% 53.85% Cumulative Frequency Distribution 33 16 7.24% 61.09% o ,120% I 34 21 9.50% 70.59% 35 21 9.50% 80.09% 13% _ 36 11 4.98% 85.07% 0 - - - - 37 11 4.98% 90.05% d 38 11 4.98% 95.02% , W% --- --- --- 39 3 1.36% 96.38% w 40 3 1.36% 97.74% E 7 - 41 1 0.45% 98.19% - 42 3 1.36% 99.55% 43 1 0.45% 100.00% 0% 44 0 0.00% 100.00% 45 0 0.00% 100.00%o Spot Speed,mph ___ - "'� 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 - 14 - -- 50 0 0.00% 100.00% -12 51 0 0.00% 100.00% y10 ---- -- -- 52 0 0.00% 100.00% 8 - - - --- 53 0 0.00% 100.00%, LL 6 - 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 N'b Nco N" 0 o h 57 0 0.00% 100.00% 3 �` �` �` h Total: 221 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: G Street(3122 G Street) Spt.Spd. Location: Between 150' South of 30th Street and Marshall Boulevard Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:00 PM To 3:06 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: No dividing line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 1 0.47% 0.47% Mean Speed: 33 22 0 0.00% 0.47% Standard Deviation: 4 23 0 0.00% 0.47% Standard error of the mean: 0.28 24 1 0.47% 0.95% 50th Percentile: 34 25 1 0.47% 1.42% 85th Percentile: 37 26 5 2.37% 3.79% 97th Percentile: 40 27 4 1.90% 5.69% 10 Mile Pace: 28 to 37 28 9 4.27% 9.95% % of Samples in 10-Mile Pace: 82.46% 29 15 7.11% 17.06% Comments: 30 16 7.58% 24.64% 31 12 5.69% 30.33% _ 32 17 8.06% 38.39% Cumulative Frequency Distribution I 33 22 10.43% 48.82% 120% mat 34 29 13.74%35 26 12.32% 74 .88%0 1l�% - c 36 12 5.69% 80.57% �% J 37 16 7.58% 88.15% m 38 5 2.37% 90.52% W% -- - -- > 39 7 3.32% 93.84% % 40 7 3.32% 97.16% £ 41 4 1.90% 99.05% ;&% 42 1 0.47% 99.53% 43 0 0.00% 99530/(. 0°�°„� ,� o 44 1 0.47% 100.00% N ^ N ti ti ti 1 "'� "' �` �` * 45 0 0.00% 100.00%o Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 14 - - 50 0 0.00% 100.00% >>12 51 0 0.00% 100.00% oci10 --- -- - 52 0 0.00% 100.00% a8 - - 53 0 0.00% 100.00% li 6 --- 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00%! 0 ^� h 57 0 0.00% 100.00% N,S N6 3^ Ib t 0 �3 Total: 211 100% Spot Speed,mph I ++r CITY OF SAN BERNARDINO Client: *-' Street: Gilbert Street(407 Gilbert Street) Spt.Spd.Location: Between Waterman Avenue and 207'East of Cedar Avenue Cumulative Date: 2/5/2016 Day: Friday .,. Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 12:30 PM To 1:35 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Health CiDriveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 35 25 0 0.00% 0.00% 85th Percentile: 39 26 0 0.00% 0.00% 97th Percentile: 42 27 4 1.91% 1.91% 10 Mile Pace: 31 to 40 28 4 1.91% 3.83% % of Samples in 10-Mile Pace: 82.78% 29 6 2.87% 6.70% Comments: 30 8 3.83% 10.53% 31 11 5.26% 15.79% 32 13 6.22% 22.01% j 33 17 8.13% 30.14% Cumulative Frequency Distribution 120% 34 26 12.44% 42.58% 35 23 11.00% 53.59% 1�1% - --- - c 36 23 11.00% 64.59% 37 22 10.53% 75.12% >2 38 14 6.70% 81.82% 6% 39 13 6.22% 88.04% % 40 11 5.26% 93.30% E 41 6 2.87% 96.17% 42 3 1.44% 97.61% 43 4 1.91% 99.52% °° 0 o rN .N6 'NC' ti� rlh ti� �^ 11 3� p0 p3 R� R0 4 j` 44 0 0.00/0 99.52/o 45 1 0.48% 100.00%° _ Spot Speed,mph - __ - 46 0 0.00% 100.00% Frequency Distribution 41 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% >12 51 0 0.00% 100.00% uci10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% a 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �g ^6 �9 571 0 0.00% 100.00% h 1,1 1 � h Spot Speed,mph Total: 209 100% J1111 CITY OF SAN BERNARDINO Client: NA NA Street: Golden Avenue(2816 Golden Avenue) Spt.Spd. Location: Between Highland Avenue and Lynwood Drive Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:25 AM To 12:27 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 62' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 41 25 0 0.00% 0.00% 85th Percentile: 45 26 0 0.00% 0.00% 97th Percentile: 50 27 1 0.47% 0.47% 10 Mile Pace: 35 to 44 28 0 0.00% 0.47% % of Samples in 10-Mile Pace: 72.30% 29 3 1.41% 1.88% Comments: 30 4 1.88% 3.76% 31 2 0.94% 4.69% 32 4 1.88% 6.57% Cumulative Frequency Distribution 33 2 0.94% 7.51% 120% 34 5 2.35% 9.86% 35 7 3.29% 13.15% 1c�% c qP 36 9 4.23% 17.37% gox - - --- - 37 7 3.29% 20.66% 38 15 7.04% 27.70% 4% - - -- 39 10 4.69% 32.39% .r - 40 24 11.27% 43.66% E 41 27 12.68% 56.34% 42 25 11.74% 68.08% 43 16 7.51% 75.59% o% 44 14 6.57% 82.16% ^� ^ro ^1:1 titi ti� 10, 31 45 7 3.29% o Spot Speed,mph 85.45/o 46 5 2.35% 87.79% Frequency Distribution 47 4 1.88% 89.67% 48 7 3.29% 92.96% 18 _ 16 - 49 5 2.35% 95.31%j 14 50 10 4.69% 100.00% >12 51 0 0.00% 100.00% y10 52 0 0.00% 100.00% c 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00%1 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 0 0.00% 100.00% Spot Speed,mph Total: 213 100% ! s CITY OF SAN BERNARDINO Client: Street: H Street(2839 H Street) Spt.Spd. Location: Between 6th Street and Marshall Boulevard Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 12:55 PM To 1:50 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate �► 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channe6zation: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 34 22 1 0.46% 0.46% Standard Deviation: 5 23 1 0.46% 0.91% Standard error of the mean: 0.34 24 0 0.00% 0.91% 50th Percentile: 34 25 1 0.46% 1.37% 85th Percentile: 39 26 8 3.65% 5.02% 97th Percentile: 45 27 4 1.83% 6.85% 10 Mile Pace: 29 to 38 28 9 4.11% 10.96% % of Samples in 10-Mile Pace: 72.60% 29 9 4.11% 15.07% Comments: 30 12 5.48% 20.55% 31 12 5.48% 26.03% 32 15 6.85% 32.88% Cumulative Frequency Distribution 33 22 10.05% 42.92% 120% 34 18 8.22% 51.14% 35 25 11.42% 62.56% 1(�% 36 20 9.13% 71.69% 37 14 6.39% 78.08% 38 12 5.48% 83.56% 4% 39 9 4.11% 87.67% % 40 8 3.65% 91.32% E 41 4 1.83% 93.15%1 ;&% 42 2 0.91% 94.06% ° 43 4 1.83% 95.89% o% a o 'pro NO, ti� `Lh ti� ^�� ^�` ^b ro '� tp t2b R 44 2 0.91% 96.80/o 45 6 2.74% 99.54%1 Spot Speed,mph 46 0 0.00% 99.54% Frequency Distribution 47 1 0.46% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 - 50 0 0.00% 100.00% > 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% U. 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 N 3 Nco �.0 titi �� ti� 3� bA tp NO, R6 t.0, h� s7 0 o.00°%o loo.00°%o Total: 219 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: +*� Street: Hallmark Parkway(4330 Hallmark Parkway) Spt.Spd. Location: Between University Parkway and Lexington Way Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:20 AM To 12:25 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 50 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Commercial, Industrii Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 45 I 22 0 0.00% 0.00% Standard Deviation: 6 23 0 0.00% 0.00% Standard error of the mean: 0.41 24 0 0.00% 0.00% 50th Percentile: 46 - 25 0 0.00% 0.00% 85th Percentile: 50 26 0 0.00% 0.00% 97th Percentile: 53 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 1 0.47% 0.47% % of Samples in 10-Mile Pace: 67.44% 29 0 0.00% 0.47% Comments: 30 2 0.93% 1.40% 31 1 0.47% 1.86% 32 3 1.40% 3.26% Cumulative Frequency Distribution 33 2 0.93% 4.19% 120% 34 5 2.33% 6.51% 35 5 2.33% 8.84% 1(P% -- 36 5 2.33% 11.16% ®/o _ 37 8 3.72% 14.88% ° 38 4 1.86% 16.74% t% 39 8 3.72% 20.47% 40 4 1.86% 22.33% E 41 8 3.72% 26.05%'; 6% 42 7 3.26% 29.30% 43 15 6.98% 36.28% 0% + 0 0 .11b .ro No bA DQ D°' pra NO, 4j`L g� 44 9 4.19/0 40.47/o - 45 16 7.44% o Spot Speed,mph 47.91/o 46 22 10.23% 58.14% Frequency Distribution 47 18 8.37% 66.51% 48 14 6.51% 73.02% 18 - --- 49 13 6.05% 79.07% 16 14 50 23 10.70% 89.77% >12 51 8 3.72% 93.49% m10 --- 52 4 1.86% 95.35% 8 53 4 1.86% 97.21% LL 6 54 3 1.40% 98.60% 4 55 3 1.40% 100.00% 2 56 0 0.00% 100.00% 0�o �o N1211 h o ,` o ,S o 57 0 0.00% 100.00% ti t 3 �' tk 0 0 0 b1V h Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Highland Avenue(200 Highland Avenue) Spt.Spd. Location: Between Sierra Way and Valencia Ave Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:00 PM To 1:50 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 l 0.46% 0.46% 50th Percentile: 36 25 0 0.00% 0.46% 85th Percentile: 40 26 3 1.38% 1.83% 97th Percentile: 43 27 3 1.38% 3.21% 10 Mile Pace: 31 to 40 28 3 1.38% 4.59% % of Samples in 10-Mile Pace: 84.86% 29 1 0.46% 5.05% Comments: 30 3 1.38% 6.42% 31 5 2.29% 8.72% ° o --- - - 32 14 6. 15. Cumulative Frequency Distribution 33 15 6.888%8% 22.022%% 1120% 34 25 11.47% 33.49% 35 33 15.14% 48.62% 13% ---- __ 36 23 10.55% 59.17% a' 37 22 10.09% 69.27% 38 18 8.26% 77.52% b% 39 16 7.34% 84.86% w 40 14 6.42% 91.28% E E 41 5 2.29% 93.58% �% 42 6 2.75% 96.33% 43 2 0.92% 97.25% 0% 44 2 0.92% 98.17% -- -- -e 45 1 0.46% 98.62% 1 Spot Speed,mph 46 0 0.00% 98.62% Frequency Distribution 47 0 0.00% 98.62% 48 0 0.00% 98.62% 1 - 49 0 0.00% 98.62% 16 6 14 - - 50 2 0.92% 99.54% 2 51 1 0.46% 100.00% r-10 52 0 0.00% 100.00% 0,8 d 53 0 0.00% 100.00% u. 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�3 571 01 0.00%1 100.00% Total: 218 100% 1 Spot Speed,mph CITY OF SAN BERNARDINO Client: r� Street: Highland Avenue(1734 Highland Avenue) Spt.Spd. Location: Between Valencia Avenue and Arden Avenue Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 9:52 AM To 10:40 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped ActMty: Heavy 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64-90' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial, Park Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.26 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 44 26 0 0.00% 0.00% 97th Percentile: 49 27 0 0.00% 0.00% 10 Mile Pace: 34 to 43 28 1 0.43% 0.43% % of Samples in 10-Mile Pace: 75.76% 29 1 0.43% 0.87% Comments: 30 2 0.87% 1.73% 31 1 0.43% 2.16% 32 6 2.60% 4.76% Cumulative Frequency Distribution 33 7 3.03% 7.79% 120% 34 12 5.19% 12.99% 35 9 3.90% 16.88% 10% ---- - - 36 19 8.23% 25.11% 37 12 5.19% 30.30% 2 38 17 7.36% 37.66% 4% - 39 17 7.36% 45.02% 4' 40 31 13.42% 58.44% E - E 41 26 11.26% 69.70% ;&% 42 18 7.79% 77.49% 43 14 6.06% 83.55%'j °�° t, 44 8 3.46% 87.01% Spot Speed,mph 45 7 3.03% 90.04% 46 6 2.60% 92.64/o Frequency Distribution 47 3 1.30% 93.94% 48 7 3.03% 96.97%{ 18 49 2 0.87% 97.84% 14 - - - - 50 5 2.16% 100.00% 51 0 0.00% 100.00% 510 - - - 52 0 0.00% 100.00%ii m 8 -- 53 0 0.00% 100.00% ti 6 a 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% g ^ a o 57 0 0.00% 100.00%, ^ T Spot Speed,mph otal: 231 100% CITY OF SAN BERNARDINO Client: Street: Hill Drive(911 Hill Drive) Spt.Spd. Location: Between Magnolia Drive and H Street Cumulative Date: 2/4/2016 Day: Thursday i Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:40 PM To 1:50 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: No dividing line/Two-way traffic 17 0 0.00% 0.00% Street Width: 52' Sidewalks: North Side 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.2 24 0 0.00% 0.00% 50th Percentile: 35 25 0 0.00% 0.00% 85th Percentile: 38 26 2 0.90% 0.90% 97th Percentile: 40 27 2 0.90% 1.810 10 Mile Pace: 31 to 40 28 2 0.90% 2.71% % of Samples in 10-Mile Pace: 88.24% 29 8 3.62% 6.33% Comments: 30 8 3.62% 9.95% 31 10 4.52% 14.48% 32 16 7.24% 21.72% Cumulative Frequency Distribution 33 17 7.69% 29.41% 120% 34 22 9.95% 39.37% 35 27 12.22% 51.58% 13% 36 26 11.76% 63.35% °1° 37 35 15.84% 79.19% ' 38 21 9.50% 88.69% 4% -- 39 7 3.17% 91.86% ' 40 14 6.33% 98.19% E E 41 1 0.45% 98.64% 1 �% -- 42 0 0.00% 98.64% 43 1 0.45% 99.10% 0°%° 0 6 44 1 0.45% 99.55% 1 b 45 1 0.45% 100.00% Spot Speed,mph' __ __ _ 46 0 0.00% 100.00% 47 0 0.00% 100.00% Frequency Distribution 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 14 50 0 0.00% ° > 2 100.00/o I 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% Q 8 d 53 0 0.00% 100.00% a` 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�3 �� ^9 ^ ,1 O 6 57 0 0.00% 100.00%; ti li 1 3 �' b wr �` h Spot Speed,mph Total: 221 100% CITY OF SAN BERNARDINO Client: Street: Hill Drive(541 Hill Drive) Spt.Spd. Location: Between Louise Street and E Street Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 7:00 AM To 8:49 AM 14 0 0.00% 0.00% Number of Lanes. 01 WB/01 EB Ped Activity: Ll ht 15 0 0.00% 0.00% Posted Speed: 35 16 5 2.45% 2.45% Channelization: No dividing line/Two-way traffic 17 5 2.45% 4.90% Street Width: 38' sidewalks: Both Sides 18 5 2.45% 7.35% Comm./Besid.: Residential/RecreatiolDriveways: South Side 19 11 5.39% 12.75% Direction: West/Eastbound median: None 20 11 5.39% 18.14% DATA ANALYSIS: 21 21 10.29% 28.43% Mean Speed: 24 22 22 10.78% 39.22% Standard Deviation: 4 23 21 10.29% 49.51% Standard error of the mean: 0.28 24 16 7.84% 57.35% 50th Percentile: 24 25 17 8.33% 65.69% 85th Percentile: 28 26 20 9.80% 75.49% 97th Percentile: 30 27 13 6.37% 81.86% 10 Mile Pace: 19 to 28 28 11 5.39% 87.25% %of Samples in 10-Mile Pace: 79.90% 29 11 5.39% 92.65% Comments: 30 11 5.39% 98.04% 31 0 0.00% 98.04% 32 1 0.49% 98.53% Cumulative Frequency Distribution 33 0 0.00% 98.53% 120% 34 1 0.49% 99.02% 35 0 0.00% 99.02% 1�% c 36 0 0.00% 99.02% 37 0 0.00% 99.02% 38 0 0.00% 99.02% t% 39 1 0.49% 99.51% 40 1 0.49% 100.00% E E 41 0 0.00% 100.00% 42 0 0.00% 100.00% 43 0 0.00% 100.00% 0% i H 44 0 0.00% 100.00% No ^6 Nq ti� ti� ti� 3� �� o� oh .6 �cb 45 0 0.00% 100.00% Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% >1 2 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.000/( 100.00% � NCO NC, ,� o 6 � 57 0 0.00% 100.00% Total: 204 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Hospitality Lane(165 Hospitality Lane) Spt.Spd. Location: Between E Street and Waterman Avenue Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:20 AM To 11:25 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Pilon Divider(Bus Lanes both ways)/Two-way traffic 17 0 0.00% 0.00% Street Width: 70' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial, Hospital Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 34 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 34 25 1 0.46% 0.46% 85th Percentile: 37 26 4 1.85% 2.31% 97th Percentile: 41 27 7 3.24% 5.56% 10 Mile Pace: 29 to 38 28 5 2.31% 7.87% % of Samples in 10-Mile Pace: 82.87% 29 9 4.17% 12.04% Comments: 30 9 4.17% 1 6.20% 31 21 9.72% 25.93% _ 32 20 9.26% 35.19% Cumulative Frequency Distribution 33 20 9.26% 44.44% 120% 34 27 12.50% 56.94% 35 28 12.96% 69.91% c 36 19 8.80% 78.70% ; D 37 14 6.48% 85.19% 2 38 12 5.56% 90.74% t% 39 8 3.70% 94.44% 40 3 1.39% 95.83% E E 41 4 1.85% 97.69% ;&% 42 2 0.93% 98.61% 43 1 0.46% 99.07% 0% ii 0 0 N '`CO '�� 101 `L� `L� 3^ -� 3� R° 03 D� b9 1` hh 44 1 0.46% 99.54/o 45 1 0.46% 100.00% 11 Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 14 50 0 0.00% 100.00% >12 51 0 0.00% 100.00% d10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00%� 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�g ^� �9 h 57 0 0.00% 100.00% lip, 1 1 r 4` -t a h Total: 216 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Hunts Lane(2200 Hunts Lane) Spt.Spd. Location: Between Barton Road and Commercial Road Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:35 AM To 12:45 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 43 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 43 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 39 to 48 28 1 0.47% 0.47% % of Samples in 10-Mile Pace: 72.56% 29 0 0.00% 0.47% Comments: 30 2 0.93% 1.40% 31 1 0.47% 1.86% 32 1 0.47% 2.33% Cumulative Frequency Distribution 33 2 0.93% 3.26% 120% 34 2 0.93% 4.19% 35 3 1.40% 5.58% 10% 36 2 0.93% 6.51% E&% 37 5 2.33% 8.84% 0 38 7 3.26% 12.09% W% 39 16 7.44% 19.53% 40 25 11.63% 31.16% E 41 16 7.44% 38.60% ' 42 11 5.12% 43.72% 43 15 6.98% 50.70% 0% 0 ^� ro �o `1�1 `0 11O 3� 44 19 8.84% 59.53% Spot Speed,mph - 45 28 13.02% 72.56% 46 9 4.19% 76.74% Frequency Distribution 47 7 3.26% 80.00% 49 101 5.62% 89.77% 18 16 - _ - 14 50 15 6.98% 96.74% > 2 51 3 1.40% 98.14%'''i d10 - �! 52 4 1.86% 100.00% 8 - - -- 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.000yo 2 0 56 0 0.00% 100.000yo ^„b �6 0 0 Ib 57 0 0.00% 100.00% o� Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Industrial Parkway(5435 Industrial Parkway) Spt.Spd.Location: Between Lexington Parkway and Palm Avenue Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:10 AM To 11:15 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: I J'111 AL 15 0 0.00% 0.00% Posted Speed: 50 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Industrial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 43 22 0 0.00% 0.00% Standard Deviation: 7 y 23 0 0.00% 0.00% Standard error of the mean: 0.47 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 50 26 0 0.00% 0.00% 97th Percentile: 54 27 3 1.37% 1.37% 10 Mile Pace: 41 to 50 28 2 0.91% 2.28% %of Samples in 10-Mile Pace: 60.27% 29 2 0.91% 3.20% Comments: 30 5 2.28% 5.48% 31 3 1.37% 6.85% 32 1 0.46% 7.31% Cumulative Frequency Distribution 33 2 0.91% 8.22% 120% 34 8 3.65% 11.87% ° ° 35 9 4.11% 15.98% c 36 5 2.28% 18.26% 37 9 4.11% 22.37% �.� 38 8 3.65% 26.03% 4% 39 7 3.20% 29.22% % 40 6 2.74% 31.96% E 41 5 2.28% 34.25% ;&% 42 8 3.65% 37.90% 43 11 5.02% 42.92% 0% 0 0 N ^b N"" ti� ti� ti� 3� "� 3� CQ A`8 pro �� y`L yh 44 7 3.20/0 46.12/o 45 9 4.11% 50.23% Spot Speed,mph 46 16 7.31% 57.53% 47 14 6.39% 63.93% Frequency Distribution 48 14 6.39% 70.32% 18 49 22 10.05% 80.37% 16 14 50 26 11.87% 92.24% >12 51 4 1.83% 94.06% 010 52 4 1.83% 95.89% o'8 53 2 0.91% 96.80% a 6 54 4 1.83% 98.63% 4 55 1 0.46% 99.09% 2 0 56 2 0.91% 100.00% lb �6 N9 ti� �� �� �,� �,, �0 .,y �6 �� hti yy 57 0 0.00% 100.00% Spot Speed,mph Total: 219 100% W e CITY OF SAN BERNARDINO Client: Street: Inland Center Drive(599 Inland Center Drive) 4 Spt.Spd. Location: Between E Street and 1570'SW of I Street Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:05 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: Yes 20 0 0.00% 0.00% DATA ANALYSIS. 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 36 25 1 0.43% 0.43% 85th Percentile: 40 26 5 2.16% 2.60% 97th Percentile: 47 27 5 2.16% 4.76% 10 Mile Pace: 30 to 39 I r 28 4 1.73% 6.49% % of Samples in 10-Mile Pace: 71.86% 29 4 1.73% 8.23% Comments: 30 16 6.93% 15.15% 31 16 6.93% 22.08% 32 12 5.19% 27.27% Cumulative Frequency Distribution 33 9 3.90% 31.17% 120% 34 18 7.79% 38.96% 35 21 9.09% 48.05% 1�% - c 36 21 9.09% 57.14% ° 37 16 6.93% 64.07% 38 28 12.12% 76.19% 4% - - - _- -- - - --- 39 9 3.90% 80.09% 40 13 5.63% 85.71% E 41 4 1.73% 87.45% 9% 43 6 2.60% 98.34% ° rtj 0 94.37% 0/°N ^o ^� Spot Speed,ph + 44 7 3.03% 45 4 1.73% 96.10% 46 1 0.43% 96.54% Frequency Distribution 47 2 0.87% 97.40% 48 0 0.00% 97.40% 18 49 0 0.00% 97.40% 14 - 50 0 0.00% 97.40% > K* 51 3 1.30% 98.70% uci10 52 1 0.43% 99.13% 8 53 1 0.43% 99.57% LL 6 54 0 0.00% 99.57% 4 55 1 0.43% 100.00% 2 0 56 0 0.00% 100.00% 57 01 0.00% 100.000/( T otal: 231 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: K Street(278 K Street) Spt.Spd. Location: Between Mill Street and Rialto Avenue Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:15 AM To 11:19 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB red Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.47% 0.47% Standard error of the mean: 0.27 24 0 0.00% 0.47% 50th Percentile: 36 25 0 0.00% 0.47% 85th Percentile: 40 26 1 0.47% 0.93% 97th Percentile: 45 27 1 0.47% 1.40% 10 Mile Pace: 31 to 40 28 5 2.34% 3.74% % of Samples in 10-Mile Pace: 78.97% 29 3 1.40% 5.14% Comments: 30 12 5.61% 10.75% 31 18 8.41% 19.16% 32 15 7.01% 26.17% Cumulative Frequency Distribution 33 16 7.48% 33.64% 120% 34 13 6.07% 39.72% 35 20 9.35% 49.07% 1(�% 36 20 9.35% 58.41% 37 16 7.48% 65.89% 38 15 7.01% 72.90% 4% - -- - 39 21 9.81% 82.71% y 40 15 7.01% 89.72% E E 41 5 2.34% 92.06% i&% 42 5 2.34% 94.39% 43 1 0.47% 94.86% �% 44 4 1.87% 96.73% �3 ^ro titi It) 1� 'b\ Nr �� Vro 0 4ti �h 45 2 0.93% ° -Spot Speed,mph 97.66/o 46 1 0.47% 98.13% Frequency Distribution 47 1 0.47% 98.60% 48 1 0.47% 99.07% 18 49 1 0.47% 99.53% 16 14 50 0 0.00% 99.53% >12 51 0 0.00% 99.53% d10 52 0 0.00% 99.53% m 8 53 0 0.00% 99.53% ii 6 54 0 0.00% 99.53% 4 55 1 0.47% 100.00% 0 56 0 0.00% 100.00% ^3 57 01 0.00% 100.00% Total: 214 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Kendall Drive(842 Kendall Drive) Spt.Spd. Location: Between E Street and 40th Street Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:15 PM To 3:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped nctMty: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 52' sidewalks: North Side 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 42 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 41 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 37 to 46 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.70% 29 0 0.00% 0.00% Comments: 30 1 0.46% 0.46% 31 0 0.00% 0.46% 32 1 0.46% 0.93% (/ 33 0 0.00% 0.93% a Cumulative Frequency Distribution 120% 34 7 3.24% 4.17% 35 4 1.85% 6.02%''1�% j c 36 6 2.78% 8.80% 37 8 3.70% 12.50% 38 15 6.94% 19.44% 4% - - 39 13 6.02% 25.46% 40 37 17.13% 42.59% E E 41 22 10.19% 52.78% a% 42 26 12.04% 64.81% 43 17 7.87% 72.69% 0% 44 14 6.48% ° <3 79.17/o Spot Speed,mph 45 11 5.09% 84.26% 46 7 3.24% 87.50% Frequency Distribution 47 4 1.85% 89.35% 48 5 2.31% 91.67% 18 49 6 2.78% 94.44% 16 - 14 --- 50 4 1.85% 96.30% > 51 6 2.78% 99.07% r.-10 52 2 0.93% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 N1 N1b N':1 titi ti� ti� 3� -0/1 NZ �� o� 57 0 0.00% 100.00% r' Spot Speed,mph Total: 216 100% CITY OF SAN BERNARDINO Client: Street: Kendall Drive(1491 Kendall Drive) Spt.Spd. Location: Between 40th Street and Palm Avenue Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:05 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB red Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 50 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 76' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 49 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 49 25 0 0.00% 0.00% 85th Percentile: 53 26 0 0.00% 0.00% 97th Percentile: 56 27 0 0.00% 0.00% 10 Mile Pace: 46 to 55 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.91% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 1 0.46% 0.46% 35 0 0.00% 0.46% 1(�% - 36 l 0.46% 0.91% 1 37 1 0.46% 1.37% j ;v 38 4 1.83% 3.20% j 4% 39 4 1.83% 5.02% w 40 4 1.83% 6.85% !1 E 41 0 0.00% 6.85%j 42 4 1.83% 8.68% 43 2 0.91% 9.59% 0°%° 44 6 2,74% 12.33% 45 7 3.20% o -Spot Speed,mph 15.53/o 46 17 7.76% 23.29% Frequency Distribution 47 27 12.33% 35.62% 48 22 10.05% 45.66% 18 49 24 10.96% 56.62% 16 - 50 30 13.70% 70.32% >1 14 2 i 51 13 5.94% 76.26%; d10 52 8 3.65% 79.91% aai 8 53 12 5.48% 85.39% LL 6 54 7 3.20% 88.58% 4 55 15 6.85% 95.43% 2 56 6 2.74% 98.17% 0 .'� 0 .° tiry tih ti° �� 3� o° a° �° �° hti hh 57 4 1.83% 100.00% Total: 219 100% Spot Speed,mph t CITY OF SAN BERNARDINO Client: Street: Little Mountain Drive(3031 Little Mountain Drive) Spt.Spd.Location: Between 27th Street and Northpark Boulevard Cumulative Date: 3/2/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 3:25 PM To 4:15 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(Drivew.ys: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Meth..: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 50 26 0 0.00% 0.00% 97th Percentile: 55 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 0 0.00% 0.00% %of Samples in 10-Mile Pace: 66.52% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 1 0.45% 0.45% 33 3 1.36/0 ° 1.81/°° 120% Cumulative Frequency Distribution 34 4 1.81% 3.62% 35 4 1.81% 5.43% 10% -- c 4 36 6 2.71% 8.14% 37 5 2.26% 10.41% 38 4 1.81% 12.22% 6% - - - -- - 39 15 6.79% 19.00% ' 40 8 3.62% 22.62% E% E 41 11 4.98% 27.60% 42 11 4.98% 32.58% 43 21 9.50% 42.08% 44 16 7.24/0 49.32/o Spot Speed,mph 45 13 5.88% 55.20% 46 26 11.76% 66.97% Frequency Distribution 47 14 6.33% 73.30% 48 10 4.52% 77.83% 18 49 13 5.88% 83.71% 16 - 14 - 50 12 5.43% 89.14% >12 51 4 1.81% 90.95% 510 52 5 2.26% 93.21% d 8 53 3 1.36% 94.57% U. 6 54 2 0.90% 95.48% 4 55 6 2.71% 98.19% 2 0 56 4 1.81%1 100.00% 57 0 0.00% 100.00% Total: 221 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Lynwood Drive(1470 Lynwood Drive) Spt.Spd. Location: Between Valencia Avenue and Del Rosa Avenue Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 9:50 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Side aii�: South Side 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 39 -� 25 0 0.00% 0.00% 85th Percentile: 44 26 0 0.00% 0.00% 97th Percentile: 51 27 1 0.47% 0.47% 10 Mile Pace: 34 to 43 28 0 0.00% 0.47% % of Samples in 10-Mile Pace: 74.18% 29 5 2.35% 2.82% Comments: 30 2 0.94% 3.76% 31 1 0.47% 4.23% 32 5 2.35% 6.57% 1 Cumulative Frequency Distribution 33 6 2.82% 9.39% 120% 34 8 3.76% 13.15% 35 12 5.63% 18.78% 13% c 36 18 8.45% 27.23% ° 37 19 8.92% 36.15% d �° 38 19 8.92% 45.07% W% 39 15 7.04% 52.11% 40 18 8.45% 60.56% E - E 41 19 8.92% 69.48% 42 16 7.51% 77.00% - } } � 43 14 6.57% 83.57% 0%%° 6 .01 •� o ^� 6 0 tl1 h 44 8 3.76% 87.32% ^ �' °' �` �` 1 Spot Speed,mph 45 4 1.88% 89.20% 46 2 0.94% 90.14% Frequency Distribution 47 2 0.94% 91.08% 48 5 2.35% 93.43% 18 49 2 0.94% 94.37% 16 - 14 50 3 1.41% 95.77% > 2 51 5 2.35% 98.12% 010 52 3 1.41% 99.53% c 8 53 1 0.47% 100.00% a` 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 ,,. 571 01 0.00% 100.000/( Spot Speed,mph Total: 213 100% CITY OF SAN BERNARDINO Client: Street: Macy Street(2705 Macy Street) Spt.Spd.Location: Between Highland Avenue and North City Limits Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 9:52 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Pod Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Side lks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Dri-a.Ns: East Side 19 0 0.00% 0.00% Direction: North/Southbound nied„.n: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.44% 0.44% Standard error of the mean: 0.26 24 0 0.00% 0.44% 50th Percentile: 35 25 0 0.00% 0.44% 85th Percentile: 40 26 0 0.00% 0.44% 97th Percentile: 46 27 0 0.00% 0.44% 10 Mile Pace: 31 to 40 28 5 2.19% 2.63% %of Samples in 10-Mile Pace: 76.75% 29 7 3.07% 5.70% Comments: 30 10 4.39% 10.09% 31 16 7.02% 17.11% 32 22 9.650% 26.75% Cumulative Frequency Distribution 33 18 7.89% 34.65% 120% 34 26 11.40% 46.05% 35 25 10.96% 57.02% 10% c 36 22 9.65% 66.67% 37 14 6.14% 72.81% 2% 38 8 3.51% 76.32% 6% 39 9 3.95% 80.26% ' 40 15 6.58% 86.84% E 41 9 3.95% 90.79% 42 5 2.19% 92.98% 43 4 1.75% 94.74% 0°%° 44 3 1.32% 96.05% Spot Speed,mph 45 2 0.88% 96.93% 46 3 1.32% 98.25% Frequency Distribution 47 3 1.32% 99.56% 48 0 0.00% 99.56% 18 49 0 0.00% 99.56% 16 14 50 0 0.00% 99.56% >1 2 51 0 0.00% 99.56% 0x,10 52 0 0.00% 99.56% 8 53 0 0.00% 99.56% Li 6 - 54 1 0.44% 100.00% 4 55 0 0.00% 100.00% 2 HE no 0 56 0 0.00% 100.00% N6 571 01 0.00% 100.00% Total: 228 100% Spot Speed,mph i CITY OF SAN BERNARDINO Client: Street: Marshall Boulevard(1164 Marshall Boulevard) Spt.Spd. Location: Between Little Mountain Drive and Ladera Road Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:45 PM To 2:50 PM 14 0 0.00% 0.00% Number of Lanes: 01 WB/01 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: No dividing line/Two-way traffic 17 0 0.00% 0.00% Street Width: 30' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 35 25 6 2.84% 2.84% 85th Percentile: 38 26 3 1.42% 4.27% 97th Percentile: 42 27 5 2.37% 6.64% 10 Mile Pace: 31 to 40 28 3 1.42% 8.06% % of Samples in 10-Mile Pace: 84.83% 29 4 1.90% 9.95% Comments: 30 4 1.90% 11.85% 31 13 6.16% 18.01% 32 7 3.32% 21.33% 33 18 8.53% 29.86% 120% Cumulative Frequency Distribution 34 20 9.48% 39.34% 35 30 14.22% 53.55% 1cB)% c 36 28 13.27% 66.82% �p/o 37 29 13.74% 80.57% 38 12 5.69% 86.26% 4% -- - ---- 39 12 5.69% 91.94% 40 10 4.74% 96.68% E E 41 0 0.00% 96.68% �% 42 2 0.95% 97.63% 43 1 0.47% 98.10% 0% 44 2 0.95/0 99 0 .05/o 0 10, 1.0 110 1y1 4 45 2 0.95% 100.00% _- Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% - 2 51 0 0.00% 100.00% u�i10 52 0 0.00% 100.00% y 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 01 0.00%1 100.00% Spot Speed,mph Total: 211 100% CITY OF SAN BERNARDINO Client: Street: Marshall Boulevard(572 Marshall Boulevard) Spt.Spd. Location: Between Ladera Road and Waterman Avenue Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:35 PM To 1:40 PM 14 0 0.00% 0.00% Number of Lanes: Ol WB/01 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Single dash line/Two-way traffic 17 0 0.00% 0.00% Street Width: 50' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 1 0.47% 0.47% Mean Speed: 35 22 0 0.00% 0.47% Standard Deviation: 4 23 0 0.00% 0.47% Standard error of the mean: 0.27 24 0 0.00% 0.47% 50th Percentile: 36 25 3 1.41% 1.88% 85th Percentile: 39 26 3 1.41% 3.29% 97th Percentile: 42 27 3 1.41% 4.69% 10 Mile Pace: 32 to 41 28 5 2.35% 7.04% %of Samples in 10-Mile Pace: 78.87% 29 7 3.29% 10.33% Comments: 30 9 4.23% 14.55% 31 7 3.29% 17.84% 32 9 4.23% 22.07% Cumulative Frequency Distribution 33 12 5.63% 27.70% 120% 34 12 5.63% 33.33% 35 26 12.21% 45.54% 1�% 36 26 12.21% 57.75% 37 23 10.80% 68.54% 38 22 10.33% 78.87% % 39 18 8.45% 87.32% r 40 11 5.16% 92.49% E E 41 9 4.23% 96.71% 42 3 1.41% 98.12% 43 1 0.47% 98.59% 0% 44 1 0.47% 99.06% 45 1 0.47% 99.53%1° Spot Speed,mph 46 1 0.47% 100.00% 47 0 0.00% 100.00%ii Frequency Distribution 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 - 50 0 0.00% 100.00% >12 _ 51 0 0.00% 100.00% 53 10 - 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 moll 0 56 0 0.00% 100.00% N 3 -rO �� ti� ti� �� �,� -t", bp ,� V� 0 0� 57 0 0.00% 100.00% Spot Speed,mph Total: 213 100% CITY OF SAN BERNARDINO Client: Street: Massachusetts Avenue(1680 Massachusetts Avenue) Spt.Spd. Location: Between Baseline Street and Highland Avenue Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 1:05 PM To 2:07 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Dash yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 30' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(DAveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 33 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.21 24 0 0.00% 0.00% 50th Percentile: 34 25 1 0.48% 0.48% 85th Percentile: 37 26 2 0.96% 1.44% 97th Percentile: 41 27 1 0.48% 1.920 10 Mile Pace: 28 to 37 28 6 2.88% 4.81% % of Samples in 10-Mile Pace: 87.98% 29 19 9.13% 13.94% Comments: 30 16 7.69% 21.63% 31 14 6.73% 28.37% 32 16 7.69% 36.06% Cumulative Frequency Distribution 33 23 11.06% 47.12% 120% 34 35 16.83% 63.94% ° _ -- 35 20 9.62% 73.56% 1�% � 36 23 11.06% 84.62% F&% 37 11 5.29% 89.90% -- - 38 6 2.88% 92.79% 4% -- - --- 39 8 3.85% 96.630/( 40 0 0.00% 96.63% E 41 4 1.92% 98.56% 42 3 1.44% 100.00% 43 0 0.00% 100.00%1 0% � � 4h ^r0 ^l:b 44 0 0.00% 100.00% i Spot Speed,mph 45 0 0.00% 100.00% , 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% .5 10 52 0 0.00% 100.00% d 8 53 0 0.00% 100.00% a` 6 -- - 54 0 0.00% 100.00% 4 - - 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 0 0.00% 10000%1 Spot Speed,mph Total: 208 100% N 1 CITY OF SAN BERNARDINO Client: Street: Medical Center Drive(840 Medical Center Drive) Spt.Spd. Location: Between Fifth Street and Baseline Street Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:22 AM To 12:30 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width. 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 32 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.45% 0.45% Standard error of the mean: 0.27 24 8 3.59% 4.04% 50th Percentile: 32 25 10 4.48% 8.52% 85th Percentile: 37 26 12 5.38% 13.90% 97th Percentile: 40 27 8 3.59% 17.49% 10 Mile Pace: 26 to 35 28 12 5.38% 22.87% % of Samples in 10-Mile Pace: 71.30% 29 12 5.38% 28.25% Comments: 30 11 4.93% 33.18% 31 23 10.31% 43.50% 32 24 10.76% 54.26% Cumulative Frequency Distribution 33 20 8.97% 63.23% 120% 34 19 8.52% 71.75% 35 18 8.07% 79.82% 10% 36 10 4.48% 84.30% 37 9 4.04% 88.34% 38 9 4.04% 92.38% 4�i D% - 39 9 4.04% 96.41% w 40 3 1.35% 97.76% E 41 1 0.45% 98.21% 5% 42 2 0.90% 99.10% 43 0 0.00% 99.10% o°%° 44 1 0.45% 99.55% Spot Speed,mph 45 1 % 100.00% o o _ _ 46 0 0.00 0 0 Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 - _ 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% u�i10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% ai 6 wu•t 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% N3 57 0 0.00% 100.00% Spot Speed,mph Total: 223 100% CITY OF SAN BERNARDINO Client: Street: Medical Center Drive(13 70 Medical Center Drive) Spt.Spd.Location: Between Baseline Street and Highland Avenue Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:07 AM To 11:15 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 3 1.37% 1.37% 50th Percentile: 37 25 4 1.83% 3.20% 85th Percentile: 40 26 1 0.46% 3.65% 97th Percentile: 43 27 2 0.91% 4.57% 10 Mile Pace: 32 to 41 28 5 2.28% 6.85% % of Samples in 10-Mile Pace: 77.17% 29 3 1.37% 8.22% Comments: 30 8 3.65% 11.87% 31 7 3.20% 15.07% 32 13 5.94% 21.00°% Cumulative Frequency Distribution /0 33 14 6.39 27.40% 120% 34 9 4.11% 31.51% 35 22 10.05% 41.55% 10% c 36 15 6.85% 48.40% °1 37 21 9.59% 57.99% 38 16 7.31% 65.30% b% 39 22 10.05% 75.34% 40 27 12.33% 87.67% E E 41 10 4.57% 92.24% 42 6 2.74% 94.98% 43 7 3.20% 98.17% 0% 44 3 1.37% 99.54% 0 ^6 Nq titi by ti01 41 4 ao 03 aro 0 hti 0`9 45 1 0.46% 100.00% Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% 010 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% N N� �� ti� 57 01 0.00% 100.00% Total: 219 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Meridian Avenue(648 Meridian Avenue) Spt.Spd. Location: Between Randall Avenue and Mill Street Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:15 PM To 3:25 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 38' Sidewalks: Both Sides I 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 50 27 0 0.00% 0.00% 10 Mile Pace: 35 to 44 28 1 0.47% 0.47% % of Samples in 10-Mile Pace: 67.92% 29 0 0.00% 0.47% Comments: 30 1 0.47% 0.94% 31 2 0.94% 1.89% _ 32 2 0.94% 2.83% Cumulative Frequency Distribution 33 8 3.77% 6.60% 120% 34 7 3.30% 9.91% ° 35 9 4.25/o 14.15% 36 11 5.19% 19.34% 37 9 4.25% 23.58% 38 21 9.91% 33.49% 4% - - - - 39 19 8.96% 42.45% % 40 22 10.38% 52.83% E 41 20 9.43% 62.26% 42 16 7.55% 69.81% iG 0% + - 43 8 3.77% 73.58% 0 0 ,� o 0 0 44 9 4.25% 77.83% ^ ^ ^ 1 � 1 3 _` � R R h 45 8 3.77% o Spot Speed,mph - - - 46 11 5.19% 86.79%, Frequency Distribution 47 9 4.25% 91.04% 48 7 3.30% 94.34% 18 49 1 0.47% 94.81% 16 -- 14 50 5 2.36% 97.17% - 51 3 1.42% 98.58% 5,10 _ 52 2 0.94% 99.53% aai 8 53 0 0.00% 99.53% LL 6 54 1 0.47% 100.00%' 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�g �o �o ^ o 6 0 57 0 0.00% 100.00%� ti ti ti 1 _k a o, � h h Total: 212 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Meridian Avenue(243 Meridian Avenue) Spt.Spd. Location: Between Rialto Avenue and Foothill Boulevard Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:00 PM To 2:05 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Dash Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 42' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential/RecreatiolDriveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 1 0.47% 0.47% 50th Percentile: 36 25 1 0.47% 0.93% 85th Percentile: 40 26 2 0.93% 1.86% 97th Percentile: 45 27 2 0.93% 2.79% 10 Mile Pace: 31 to 40 28 5 2.33% 5.12% °/o of Samples in I0-Mile Pace: 72.09% 29 6 2.79% 7.91% Comments: 30 11 5.12% 13.02% 31 13 6.05% 19.07% 32 6 2.79% 21.86% Cumulative Frequency Distribution 33 15 6.98% 28.84% 1120% 34 17 7.91% 36.74% 35 19 8.84% 45.58% --- c 36 18 8.37% 53.95% 37 13 6.05% 60.00% i2 38 16 7.44% 67.44 - -- -- -- o 0/o 0/o 1 - 39 16 7.44% 74.88% w 40 22 10.23% 85.12% E E 41 10 4.65% 89.77% �% - -- -- 42 8 3.72% 93.49% 43 5 2.33% 95.81% 0% -+-1-1-i +-�-+1 1, ii 0 0 '`"� ^6 '\o1 10, `yh ti� 31 4 `bA CQ 0 pro 0 <`V 19D 44 2 0.93% 96.74/o Spot Speed,mph 45 3 1.40% 98.14% 46 3 1.40% 99.53% Frequency Distribution 47 0 0.00% 99.53% 48 1 0.47% 100.00% 18 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% >I 2 51 0 0.00% 100.00 V d10 52 0 0.00% 100.00%' d 8 53 0 0.00% 100.00% fi CITY OF SAN BERNARDINO Client: Street: Mill Street(179 Mill Street) Spt.Spd. Location: Between Bordwell Avenue and Waterman Avenue Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:00 PM To 3:47 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB PedActivity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 38 25 0 0.00% 0.00% 85th Percentile: 43 26 1 0.47% 0.47% 97th Percentile: 48 27 1 0.47% 0.93% 10 Mile Pace: 33 to 42 28 2 0.93% 1.87% % of Samples in 10-Mile Pace: 74.30% 29 5 2.34% 4.21% Comments: 30 1 0.47% 4.67% 31 5 2.34% 7.01% 32 7 3.27% 10.28% Cumulative Frequency Distribution 33 9 4.21% 14.49% 120% 34 21 9.81% 24.30% 35 21 9.81% 34.11% - 36 14 6.54% 40.65% 37 16 7.48% 48.13% 38 19 8.88% 57.01%j 4% 39 15 7.01% 64.02% 40 16 7.48% 71.50% E E 41 12 5.61% 77.10% &% 42 16 7.48% 84.58% 43 8 3.74% 88.32% 00/( 0 0 3� yD bA tO �^' t6 44 3 1.40/0 89.72/o Spot Speed,mph 45 4 1.87/o °° 91.59°0%J - - -- --- 46 7 3.27/0 94.86/0 Frequency Distribution 47 3 1.40% 96.26% 48 4 1.87% 98.13% 18 -- - 49 1 0.47% 98.60% 16 14 50 2 0.93% 99.53% >112 52 0 0.00% 100.00% a 8 -- 51 1 0.47% 100.00% 8 53 0 0.00% 100.00%I ii 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 milli 0 56 0 0.00% 100.00% �3 NO N9 ti h 1 0 ^� ro � ti h 57 0 0.00% 100.00% � � � °' � 3 � � Total: 214 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Mill Street(540 Mill Street) Spt.Spd. Location: Between Waterman Avenue and Tippecanoe Avenue Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:45 AM To 11:50 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light I S 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 74' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial, Industri,Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 43 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 42 25 0 0.00% 0.00% 85th Percentile: 48 26 0 0.00% 0.00% 97th Percentile: 52 27 0 0.00% 0.00% 10 Mile Pace: 39 to 48 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 67.84% 29 0 0.00% 0.00% Comments: 30 1 0.44% 0.44% 31 1 0.44% 0.88% 32 2 0.88% 1.76% Cumulative Frequency Distribution 33 3 1.32% 3.08% '120% 34 6 2.64% 5.73% � 35 7 3.08% 8.81% 1(9)% c 36 5 2.20% 1 1.01% 37 9 3.96% 14.98% % 38 10 4.41% 19.38% b% 39 16 7.05% 26.43% w 40 19 8.37% 34.80% E E 41 20 8.81% 43.61% 9% 42 23 10.13% 53.74%i 43 16 7.05% 60.79% 0% 0 0 '`^� '`r0 �0 `L7 `Lh ti� 44 10 4.41/0 65.20/o Spot Speed,mph 45 16 7.05% 72.25% 46 11 4.85% 77.09% Frequency Distribution 47 12 5.29% 82.38% 1 48 11 4.85% 87.22% 18 _ 49 8 3.52% 90.75% 16 14 - 50 10 4.41% 95.15% �2 51 4 1.76% 96.92% 010 52 2 0.88% 97.80% t 8 53 2 0.88% 98.68% LL 6 54 1 0.44% 99.12% 4 55 2 0.88% 100.00% 20 56 0 0.00% 100.00% ^3 57 0 0.00% 100.00% Spot Speed,mph Total: 227 100% CITY OF SAN BERNARDINO Client: Street: Miramonte Avenue(2468 Miramonte Avenue) Spt.Spd. Location: Between 23rd St and Marshall Blvd Cumulative Date: 3/2/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 2:30 PM To 3:20 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width. 58' Sidewalks: West Side 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 1 0.46% 0.46% 50th Percentile: 35 25 1 0.46% 0.92% 85th Percentile: 39 26 1 0.46% 1.38% 97th Percentile: 42 27 4 1.84% 3.23% 10 Mile Pace: 31 to 40 28 8 3.69% 6.91% % of Samples in 10-Mile Pace: 82.95% 29 7 3.23% 10.14% Comments: 30 8 3.69% 13.82% 31 10 4.61% 18.43% 32 14 6.45% 24.88% ' Cumulative Frequency Distribution 33 22 10.14% 35.02% 120% 34 25 11.52% 46.54% 35 28 12.90% 59.45% 1(8)% 36 25 11.52% 70.97% 01 37 14 6.45% 77.42% 38 15 6.91% 84.33% 6% 39 11 5.07% 89.40% 40 16 7.37% 96.77% E E 41 0 0.00% 96.77% �% 42 3 1.38% 98.16% 43 2 0.92% 99.08% 0% 44 1 0.46% 99.54% ti� 0 0 0 0 `'V gh ' 45 0 0.00% 99.54%o Spot Speed,mph 46 1 0.46% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 -- _ 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% > 2 _ 51 0 0.00% 100.00% 510 52 0 0.00% 100.00% o,8 53 0 0.00% 100.00% U. 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0� � �� h 57 0 0.00% 100.00% g � ti t Ib ix o 0 wro Total: 217 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Mountain Avenue(3900 Mountain Avenue) Spt.Spd. Location: Between 39th Street and 40th Street Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:10 PM To 3:15 PM 14 0 0.00% 0.00% Number of Lanes: Ol NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 32' sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 32 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.47% 0.47% Standard error of the mean: 0.27 24 5 2.36% 2.83% 50th Percentile: 32 25 8 3.77% 6.60% 85th Percentile: 35 26 8 3.77% 10.38% 97th Percentile: 39 27 8 3.77% 14.15% 10 Mile Pace: 27 to 36 28 12 5.66% 19.81% % of Samples in 10-Mile Pace: 83.02% 29 10 4.72% 24.53% Comments: 30 21 9.91% 34.43% 31 15 7.08% 41.51% 32 21 9.91% 51.42% Cumulative Frequency Distribution 33 22 10.38% 61.79% ',120% 34 25 11.79% 73.58% 35 26 12.26% 85.85% 10% 36 16 7.55% 93.40% 37 3 1.42% 94.81% - - - 38 4 1.89% 96.70% % 39 3 1.42% 98.11% 40 3 1.42% 99.53% E 41 0 0.00% 99.53% �% 42 0 0.00% 99.53% j 43 1 0.47% 100.00% 0% 0 0 tp 0 0 R0 411- rah 44 0 0.00/0 100.00/o 45 0 0.00% 100.00% Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 14 50 0 0.00% 100.00% >12 51 0 0.00% 100.00% y10 52 0 0.00% 100.00% o,8 53 0 0.00% 100.00% a` 6 54 0 0.00% 100.00% 4 _- 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�t6 ro ^0 ti ^ ,, o ro 0 57 0 0.00% 100.00% � � � o � 3 �` �` °` Total: 212 100% Spot Speed,mph i CITY OF SAN BERNARDINO Client: Street: Mt. Vernon Avenue(182 Mt. Vernon Avenue) Spt.Spd. Location: Between Grant Avenue and Rialto Avenue Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:45 PM To 3:57 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commert Driveways: Both Sides ' 19 0 0.00% 0.00% Direction: North/Southbound media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 1 0.47% 0.47% 50th Percentile: 38 25 0 0.00% 0.47% 85th Percentile: 44 26 0 0.00% 0.47% 97th Percentile: 48 27 2 0.94% 1.42% 10 Mile Pace: 32 to 41 28 1 0.47% 1.89% % of Samples in 10-Mile Pace: 70.75% 29 3 1.42% 3.30% Comments: 30 6 2.83% 6.13% 31 3 1.42% 7.55% 32 10 4.72% 12.26% Cumulative Frequency Distribution 33 15 7.08% 19.34% 120% 34 15 7.08% 26.42% 35 19 8.96% 35.38% 10% c 36 12 5.66% 41.04% 37 14 6.60% 47.64% 38 17 8.02% 55.66% 4% 39 17 8.02% 63.68% 40 19 8.96% 72.64% E E 41 12 5.66% 78.30% a% 42 10 4.72% 83.02% 43 3 1.42% 84.43% 0 44 7 3.30% 87.74% .16 b,`0 a a g t-6 t-0 h h 45 8 3.77% 91.51%11 Spot Speed,mph� 46 5 2.36% 93.87% Frequency Distribution 47 5 2.36% 96.23% 48 2 0.94% 97.17% 18 49 0 0.00% 97.17%I, 14 50 2 0.94% 98.11% > 51 0 0.00% 98.11% uci10 52 1 0.47% 98.58% a8 53 1 0.47% 99.06% U. 6 54 1 0.47% 99.53% 4 55 1 0.47% 100.00% 2 0 56 0 0.00% 100.00% �„� ^ra �°� ti� ryh �� �� 3p 3� p0 �'3 p6 p. h� yh 57 0 0.00% 100.00%, m Spot Speed, h Total: 212 100% p CITY OF SAN BERNARDINO Client: Street: Mt. Vernon Avenue(791 Mt.Vernon Avenue) Spt.Spd.Location: Between 7th Street and 21st Street Cumulative Date: 3/2/2016 Day: Wednesday ' Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 11:57 AM To 1:10 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: School,Business Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Mediae: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 35 25 3 1.40% 1.40% 85th Percentile: 40 26 1 0.47% 1.86% 97th Percentile: 48 27 2 0.93% 2.79% 10 Mile Pace: 31 to 40 28 5 2.33% 5.12% %of Samples in 10-Mile Pace: 80.93% 29 7 3.26% 8.37% Comments: 30 4 1.86% 10.23% 31 7 3.26% 13.49% 32 19 8.840% 22.33% Cumulative Frequency Distribution 33 17 7.91% 30.23% 120% 34 19 8.84% 39.07% 35 30 13.95% 53.02% 10% c 36 21 9.77% 62.79% 0 37 16 7.44% 70.23% % 38 20 9.30% 79.53% 4% 39 10 4.65% 84.19% 40 15 6.98% 91.16% E E 41 0 0.00% 91.16% % 42 2 0.93% 92.09% 43 2 0.93% 93.020 0% 44 3 1.40% 94.42% Spot Speed,mph 45 2 0.93% 95.35% 46 1 0.47% 95.81% Frequency Distribution 47 0 0.00% 95.81% 48 4 1.86% 97.67% 18 49 2 0.93% 98.60% 16 14 50 0 0.00% 98.60% > 51 2 0.93% 99.53% 010 52 1 0.47% 100.00% ty 8 53 0 0.00% 100.00% ai 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% o `o 57 0 0.00% 100.00% � � � � Spot Speed,mph Total: 215 100% CITY OF SAN BERNARDINO Client: ' Street: Mt.Vernon Avenue(2146 Mt.Vernon Avenue) Spt.Spd.Location: Between 21 st Street and 27th Street Cumulative Date: 3/2/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 1:17 PM To 2:20 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Llglll 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Business Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 34 22 1 0.47% 0.47% Standard Deviation: 4 23 0 0.00% 0.47% Standard error of the mean: 0.28 24 4 1.90% 2.37% 50th Percentile: 34 25 5 2.37% 4.74% 85th Percentile: 38 26 5 2.37% 7.11% 97th Percentile: 42 27 8 3.79% 10.90% 10 Mile Pace: 29 to 38 28 5 2.37% 13.27% %of Samples in 10-Mile Pace: 73.93% 29 11 5.21% 18.48% Comments: 30 14 6.64% 25.12% 31 12 5.69% 30.81% 32 20 9.48% 40.28% Cumulative Frequency Distribution +� 33 15 7.11% 47.39% 120% q Y 34 15 7.11% 54.50% 35 28 13.27% 67.77% 1(�% c 36 20 9.48% 77.25% 37 11 5.21% 82.46% J! 38 10 4.74% 87.20% b% - 39 5 2.37% 89.57% % 40 10 4.74% 94.31% 8 41 5 2.37% 96.68% 9% 42 3 1.42% 98.10% 43 1 0.47% 98.58% 0% 44 2 0.95% 99.53% .'� �6 45 0 0.00% 99.53% Spot Speed,mph 46 1 0.47% 100.00% Frequency Distribution I 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 - 49 0 0.00% 100.00% 16 4 - 50 0 0.00% 100.00% 1 12 51 0 0.00% 100.00% 0x,10 52 0 0.00% 100.00% 8 CD 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 ^6 571 01 0.00% 100.000/( Total: 211 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Mt.View Avenue(1070 Mt.View Avenue) Spt.Spd. Location: Between Victoria Street and Highland Avenue Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:55 PM To 2:00 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 I 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' Sidew°ice: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None r 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 P" 25 0 0.00% 0.00% 85th Percentile: 44 26 1 0.46% 0.46% 97th Percentile: 51 27 0 0.00% 0.46% 10 Mile Pace: 35 to 44 ' 28 1 0.46% 0.92% % of Samples in 10-Mile Pace: 78.80% 29 1 0.46% 1.38% Comments: 30 3 1.38% 2.76% 31 2 0.92% 3.69% 32 5 2.30% 5.99% Cumulative Frequency Distribution 33 3 1.38% 7.37% 120% 34 3 1.38% 8.76% ' 35 13 5.99% 14.75% 1( % 36 12 5.53% 20.28% 37 27 12.44% 32.72% ' 38 15 6.91% 39.63% 4% 39 18 8.29% 47.93% w 40 29 13.36% 61.29% E E 41 19 8.76% 70.05% % 42 14 6.45% 76.50% 43 10 4.61% 81.11% 0% 44 14 6.45/0 87 0 .56/o 0 NCO ^9 10 ' 45 9 4.15% 91.71% Spot Speed,mph 46 4 1.84% 93.55% Frequency Distribution 47 4 1.84% 95.39% 48 3 1.38% 96.77% 18 -. 49 0 0.00% 96.77% 16 - 14 50 0 0.00% 96.77% > 2 51 3 1.38% 98.16% 2,10 52 2 0.92% 99.08% d 8 53 1 0.46% 99.54% LL 6 r 54 0 0.00% 99.54% 4 55 1 0.46% 100.00% 2 56 0 0.00% 100.00% 0 N o Nb ^o �, ^ o 0 0 o ti h 57 0 0.00% 100.00% �' °' 3 �` T Spot Speed,mph Total: 217 100% CITY OF SAN BERNARDINO c Client: Street: Mt. View Avenue(3596 Mt. View Avenue) Spt.Spd. Location: Between Highland Avenue and Electric Avenue Ref. #? Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:37 AM To 12:45 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Yes 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 120' Sidewalks: No 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Yes 19 0 0.00% 0.00% Direction: North/Southbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 39 25 0 0.00% 0.00% 85th Percentile: 42 26 0 0.00% 0.00% 97th Percentile: 45 27 0 0.00% 0.00% 10 Mile Pace: 33 to 42 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 83.41% 29 3 1.38% 1.38% Comments: 30 2 0.92% 2.30% 31 4 1.84% 4.15% _ 32 4 1.84% 5.99% Cumulative Frequency Distribution 33 10 4.61% 10.60% 120% 34 13 5.99% 16.59% ' 35 22 10.14% 26.73% 1(8)% c 36 10 4.61% 31.34% o 37 17 7.83% 39.17%, ;v ° ' 38 18 8.29% 47.47% ! b% 39 24 11.06% 58.53% }' 40 31 14.29% 72.81% E E 41 19 8.76% 81.57% a% --- 42 17 7.83% 89.40% 43 8 3.69% 93.09% 0% +++ ' 44 8 3.69% 96.77% Spot Speed,mph 45 5 2.30% 99.08% 46 0 0.00% 99.08% Frequency Distribution 47 1 0.46% 99.54% 48 1 0.46% 100.00% 18 _- 49 0 0.00% 100.00% 16 14 50 0 0.00% 100.00% 112 ' 51 0 0.00% 100.00% 2)10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00%, LL 6 - ' 54 0 0.00% 100.00%I 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% ry ^ 57 0 0.00% 100.00% ti 1 1 � �' h Total: 217 100% Spot Speed,mph I Client: CITY OF SAN BERNARDINO Street: Mt.View Avenue(4770 Mt. View Avenue) Spt.Spd. Location: Between Electric Avenue and Hill Drive/Pinehurst Court Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:15 AM To 11:30 AM r 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 1 16 0 0.00% 0.00% Channelization: Dash yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 34 ' 22 0 0.00% 0.00% Standard Deviation: 4 23 1 0.44% 0.44% Standard error of the mean: 0.27 24 2 0.89% 1.33% 50th Percentile: 34 25 2 0.89% 2.22% 85th Percentile: 39 26 3 1.33% 3.56% 97th Percentile: 42 .r 27 4 1.78% 5.33% 10 Mile Pace: 28 to 37 28 12 5.33% 10.67% % of Samples in 10-Mile Pace: 72.44% 29 10 4.44% 15.11% Comments: 30 16 7.11% 22.22% 31 17 7.56% 29.78% 32 20 8.89% 38.67% ' Cumulative Frequency Distribution 33 16 7.11% 45.78% 120% 34 21 9.33% 55.11% 35 23 10.22% 65.33% 1(8)% 36 15 6.67% 72.00% 37 13 5.78% 77.78% 38 10 4.44% 82.22% 4% 39 12 5.33% 87.56% 40 12 5.33% 92.89% E E 41 6 2.67% 95.56%i 6% 42 4 1.78% 97.33% 43 1 0.44% 97.78% 0% � 0 0 N ^6 N9 ti� 1P ti� 31 3� R� C3 NCO 44 2 0.89/0 98.67/o 45 2 0.89% 99.56% Spot Speed,mph 46 1 0.44% 100.00% Frequency Distribution 47 0 0.00% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 14 -- 50 0 0.00% 100.00%I >12 51 0 0.00% 100.00% d10 - 52 0 0.00% 100.00% m 8 HL 53 0 0.00% 100.00% LL 6 ,. 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �3 ^6 No' 57 0 0.00% 100.00% Total: 225 100% Spot Speed,mph 3 CITY OF SAN BERNARDINO Client: r Street: Northpark Boulevard(1505 Northpark Boulevard) Spt.Spd. Location: Between University Parkway and Little Mountain Drive Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:05 AM To 12:00 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Moderate r 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channeiization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 88' sidewalks: South Side 18 0 0.00% 0.00% Comm./tesid.: Residential,School, C Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 ' 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 46 26 1 0.46% 0.46% 97th Percentile: 51 27 0 0.00% 0.46% 10 Mile Pace: 34 to 43 28 2 0.92% 1.38% % of Samples in 10-Mile Pace: 67.74% 29 0 0.00% 1.38% Comments: 30 3 1.38% 2.76% 31 3 1.38% 4.15% 32 1 0.46% 4.61% Cumulative Frequency Distribution 33 7 3.23% 7.83% 120% 34 11 5.07% 12.90% 35 10 4.61% 17.51% 1(�% - c 36 11 5.07% 22.58% °f 37 16 7.37% 29.95% ' 38 14 6.45% 36.41%1 4% -- - -- - - 39 16 7.37% 43.78% 1 40 22 10.14% 53.92% E 41 19 8.76% 62.67% % -- 42 20 9.22% 71.89% 43 8 3.69% 75.58% 0% + +� lb 44 10 4.61% 80.18% ' 45 10 4.61% 84.79%o Spot Speed,mph 46 6 2.76% 87.56% 47 3 1.38% 88.94% Frequency Distribution 48 4 1.84% 90.78% 18 16 - - 49 7 3.23% 94.01% 14 50 6 2.76% 96.77%1 -12 51 6 2.76% 99.54% c0i10 52 1 0.46% 100.00% 8 53 0 0.00% 100.00% li 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00%, 2 - milli 56 0 0.00% 100.00% 0 57 0 0.00% 100.00% 217 100% Spot Speed,mph Total: r- CITY OF SAN BERNARDINO Client: Street: Northpark Boulevard(386 Northpark Boulevard) Spt.Spd. Location: Between Little Mountain Drive and Electric Avenue Cumulative Date: 2/3/2016 Day: Wednesday f Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:05 PM To 12:57 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 82' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School 136veways: Both Sides ' 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 45 26 1 0.47% 0.47% 97th Percentile: 49 27 0 0.00% 0.47% 10 Mile Pace: 36 to 45 ' 28 1 0.47% 0.93% % of Samples in I0-Mile Pace: 77.67% 29 0 0.00% 0.93% Comments: 30 2 0.93% 1.86% 31 2 0.93% 2.79% ' 32 3 1.40% 4.19% Cumulative Frequency Distribution 33 3 1.40% 5.58% 120% 34 9 4.19% 9.77% 35 4 1.86% 11.63% 1CO% 36 16 7.44% 1 9.07% 37 17 7.91% 26.98% t 38 14 6.51% 33.49% 4% 39 24 11.16% 44.65% 40 29 13.49% 58.14% E E ,. 41 24 11.16% 69.30% 5% 42 11 5.12% 74.42% 43 11 5.12% 79.53% o°%° 44 10 4.65% ° N �ro ^° ' 84.19/o 45 11 5.12% 89.30% Spot Speed,mph 46 7 3.26% 92.56% Frequency Distribution 47 3 1.40% 93.95% 48 3 1.40% 95.35% 18 49 4 1.86% 97.21% 16 - 50 5 2.33% 99.53%j -12 ' 51 1 0.47% 100.00% d10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 mill 0 56 0 0.00% 100.00% ^3 571 01 0.00%1 100.00% Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Orange Street(6770 Orange Street) Spt.Spd. Location: Between Pacific Street and Highland Avenue Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:10 AM To 11:15 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Dashed yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 40' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 2 0.96% 0.96% 50th Percentile: 37 25 0 0.00% 0.96% 85th Percentile: 41 26 0 0.00% 0.96% 97th Percentile: 45 27 0 0.00% 0.96% 10 Mile Pace: 33 to 42 28 1 0.48% 1.44% % of Samples in 10-Mile Pace: 85.10% 29 1 0.48% 1.92% Comments: 30 3 1.44% 3.37% 31 2 0.96% 4.33% 32 4 1.92% 6.25% Cumulative Frequency Distribution 33 10 4.81% 11.06% 120% 34 18 8.65% 19.71% 35 24 11.54% 31.25% 1(�% C 36 28 1 3.46% 44.71% 4'OL 37 25 12.02% 56.73% ) 38 17 8.17% 64.90%] % - - --- - --- _ 39 28 13.46% 78.37% . I40 10 4,81% 83.17% E 41 11 5.29% 88.46% 42 6 2.88% 91.35% 43 5 2.40% 93.75% 0% 0 o N ^6 ^0 ti� ti� ti� �� ^� nj1 tp Nlb pro p0 4jti by 44 l 0.48/0 94.23/o i 45 6 2.88% 97.12% Spot Speed,mph 46 1 0.48% 97.60% Frequency Distribution 47 3 1.44% 99.04% 48 1 0.48% 99.52% 18 49 1 0.48% 100.00% 16 14 50 0 0.00% 100.00% >12 51 0 0.00% 100.00% r-10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% li 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00%; 2 0 56 0 0.00% 100.00%1 N ^6 �c, bp �� N6 t� b r1, hb 57 0 0.00% 100.00%'I Spot Speed,mph Total: 208 100% CITY OF SAN BERNARDINO Client: Street: Orange Street(2495 Orange Street) Spt.Spd. Location: Between Highland Avenue and Piedmont Drive Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:05 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 30' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Fire Stati oriveways: East Side 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 37 25 0 0.00% 0.00% 85th Percentile: 42 low 26 0 0.00% 0.00% 97th Percentile: 46 27 0 0.00% 0.00% 10 Mile Pace: 31 to 40 28 1 0.44% 0.44% % of Samples in 10-Mile Pace: 80.97% 29 1 0.44% 0.88% Comments: 30 1 0.44% 1.33% 31 10 4.42% 5.75% 32 14 6.19% 11.95% Cumulative Frequency Distribution 33 10 4.42% 16.37% 120% I 34 10 4.42% 20.80% 35 24 1 0.62% 31.42% 13% 36 23 10.18% 41.59% 37 20 8.85% 50.44% I 38 25 11.06% 61.50% b% 39 26 11.50% 73.01% 40 21 9.29% 82.30% E 41 5 2.21% 84.51% a% 42 6 2.65% 87.17% 43 5 2.21% 89.38% o°%° 0 0 N ^6 NC, ti� 10 `y0 g� � 3, tp 0 tro 44 6 2.65/0 92.04/o 45 5 2.21% 94.25% Spot Speed,mph 46 9 3.98% 98.23%1': Frequency Distribution 47 1 0.44% 98.67% 48 1 0.44% 99.12% 18 49 0 0.00% 99.12% 16 4 1 50 2 0.88% 100.00% > 2 51 0 0.00% 100.00% C10 - 52 0 0.00% 100.00% (T 8 d 53 0 0.00% 100.00% u- 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% 0 h ^ 57 0 0.00% 100.00% �,S N6 NC, 10, 1 � 3 4 4 t o 0 Spot Speed,mph Total: 226 100% CITY OF SAN BERNARDINO Client: Street: Orange Show Road(424 Orange Show Road) Spt.Spd. Location: Between E Street and Arrowhead Avenue Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:15 AM To 11:20 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 70' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 33 �1 22 2 0.89% 0.89% Standard Deviation: 5 23 2 0.89% 1.78% Standard error of the mean: 0.33 24 3 1.33% 3.11% 50th Percentile: 33 25 4 1.78% 4.89% 85th Percentile: 39 26 8 3.56% 8.44% 97th Percentile: 44 27 11 4.89% 13.33% 10 Mile Pace: 28 to 37 28 12 5.33% 18.67% % of Samples in 10-Mile Pace: 64.00% 29 12 5.33% 24.00% Comments: 30 21 9.33% 33.33% 31 11 4.89% 38.22% 32 10 4.44% 42.67% Cumulative Frequency Distribution 33 17 7.56% 50.22% 120% 34 21 9.33% 59.56% 35 13 5.78% 65.33% 13% c 36 15 6.67% 72.00% 37 12 5.33% 77.33% 2 38 10 4.44% 81.78% % - 39 8 3.56% 85.33% 40 14 6.22% 91.56% E E 41 8 3.56% 95.11% 9% 42 4 1.78% 96.89% I 43 0 0.00% 96.89% o% ° 0 0 44 2 0.89% 97.78/o 45 2 0.89% 98.67% Spot Speed,mph 46 0 0.00% 98.67% Frequency Distribution 47 0 0.00% 98.67% 48 1 0.44% 99.11% 18 49 1 0.44% 99.56% 16 14 50 0 0.00% 99.56% - 51 0 0.00% 99.56% C) 52 0 0.00% 99.56% m 8 53 1 0.44% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 57 01 0.00%1 100.00% Spot Speed,mph Total: 225 100% �1 CITY OF SAN BERNARDINO Client: Street: Orange Show Road(604 Orange Show Road) Spt.Spd. Location: Between Arrowhead Avenue and Tippecanoe Avenue Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:27 AM To 12:30 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 50 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 76' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial, Industri,Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 50 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 50 25 0 0.00% 0.00% 85th Percentile: 54 26 0 0.00% 0.00% 97th Percentile: 57 27 0 0.00% 0.00% 10 Mile Pace: 46 to 55 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.25% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% _ 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 3 1.42% 1.42% 35 1 0.47% 1.89/o c 37 1 0.47 2.83/o 36 1 0.47% 2.36 /0 0% r" 38 1 0.47% 3.30% 40% 39 0 0.00% 3.30% 40 2 0.94% 4.25% E E 41 5 2.36% 6.60% 42 1 0.47% 7.08% 43 3 1.42% 8.49%!, 0% ++ 0 9.91% , N ^ro '`C1 ri`L `Lh ti� ^�'� � 'b\ 44 3 1.42% Spot Speed,mph 45 8 3.77% 13.68% 46 10 4.72% 18.40% Frequency Distribution 47 11 5.19% 23.58% 48 18 8.49% 32.08% 18 _ - 49 31 14.62% 46.70% 16 14 IF 50 27 12.74% 59.43% v>12 51 19 8.96% 68.40% uci10 52 12 5.66% 74.06% cr 8 d 53 12 5.66% 79.72% u- 6 54 14 6.60% 86.32%j 4 55 14 6.60% 92.92% 2 56 6 2.83% 95.75% 0 571 91 4.25%1 100.00% Total: 212 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Palm Avenue(6403 Palm Avenue) Spt.Spd. Location: Between Kendall Drive and Belmont Avenue Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:02 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Acuity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channeiization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 45 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.2 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 48 26 0 0.00% 0.00% 97th Percentile: 52 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 85.78% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 0 0.00% 0.00% 35 1 0.46% 0.46% 1(V% c 36 2 0.92% 1.38% °1 37 2 0.92% 2.29% - 38 3 1.38% 3.67% 4% --- -- -- 39 4 1.83% 5.50% 40 4 1.83% 7.34% E 41 8 3.67% 11.01% a% - 42 11 5.05% 16.06% 43 25 11.47% 27.52% 0°%° e N1b 44 24 11.01% 38.53/o 45 37 16.97% 55.50% Spot Speed,mph "M 46 28 12.84% 68.35% Frequency Distribution 47 23 10.55% 78.90% 49 16 ° 86.24%7 3.21% 89.45%F18 ' 14 - - - 50 8 3.67% 93.12% > 2 51 6 2.75% 95.87%! rV0 52 3 1.38% 97.25% a 8 - w 53 3 1.38% 98.62% ai 6 - 54 2 0.92% 99.54% 4 55 1 0.46% 100.00% 2 0 56 0 0.00% 100.00% ^3 ,� O „� 0 57 0 0.00% 100.00% 1 3 41 3 �` h h Total: 218 100% Spot Speed,mph I CITY OF SAN BERNARDINO Client: Street: Pepper Avenue(700 Pepper Avenue) Spt.Spd. Location: Between Randall Avenue and Mill Street Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:25 PM To 3:40 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channeiization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: East Side 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 46 22 0 0.00% 0.00% Standard Deviation: 4 �V 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 53 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 87.50% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% .a 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 1 0.46% 0.46% 35 0 0.00% 0.46% 1(S)% C 36 1 0.46% 0.93% 37 0 0.00% 0.93% d 38 1 0.46% 1.39% 4% 39 2 0.93% 2.31% r 40 1 0.46% 2.78% = 41 16 7.41% 10.19% 42 18 8.33% 18.52% 43 27 12.50% 31.02% °° e 0 0 N 44 20 9.26/0 �6 ^ ry� ti� ti� 41 40.28/o � ^f 45 26 12.04% 52.31%o Spot Speed,mph _ 46 18 8.33% 60.65% Frequency Distribution 47 23 10.65% 71.30% 48 14 6.48% 77.78% 18 I 49 17 7.87% 85.65% 16 14 50 10 4.63% 90.28% v>92 51 9 4.17% 94.44% y10 52 3 1.39% 95.83% t 8 53 4 1.85% 97.69% li 6 54 3 1.39% 99.07% 4 55 2 0.93% 100.00% 2 56 0 0.00% 100.00% 0 N3 10 N� tiry tih ti� ��. 4 11,\ tp alb o� as hti h� 57 0 0.00% 100.00% Total: 216 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Pepper Avenue(258 Pepper Avenue) Spt.Spd. Location: Between Mill Street and North City Limits Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:00 PM To 2:15 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 62' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(Driveways: Both Sides ! 19 0 0.00% 0.00% Direction: North/Southbound media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.26 24 0 0.00% 0.00% 50th Percentile: 38 25 0 0.00% 0.00% 85th Percentile: 42 26 2 0.87% 0.87% 97th Percentile: 46 27 l 0.43% 1.30% 10 Mile Pace: 33 to 42 28 3 1.30% 2.61% % of Samples in 10-Mile Pace: 76.09% 29 2 0.87% 3.48% Comments: 30 7 3.04% 6.52% 31 5 2.17% 8.70% 32 10 4.35% 13.04% Cumulative Frequency Distribution 33 9 3.91% 16.96% 120% 34 12 5.22% 22.17% 35 9 3.91% 26.09% 1 cg)% c 36 17 7.39% 33.48% 37 21 9.13% 42.61% 2 38 20 8.70% 51.30% 4% 39 23 10.00% 61.30% w 40 21 9.13% 70.43% E E 41 24 10.43% 80.87% 6% 42 19 8.26% 89.13% 43 8 3.48% 92.61% o°%° HHHHHHHHHHHHHi 44 5 2.17/a 0 0 94.78/o 45 4 1.74% 96.52% 11 Spot Speed,mph 46 3 1.30% 97.83% Frequency Distribution 47 2 0.87% 98.70% 48 2 0.87% 99.57% 18 49 1 0.43% 100.00% 1 14 4 50 0 0.00% 100.00%, 51 0 0.00% 100.00% 2)10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% <g ,`b ^ob �� ti� �� 3^ 4 No 571 01 0.00% 100.00% Spot Speed,mph Total: 230 100% I CITY OF SAN BERNARDINO Client: Street: Perris Hill Park Road(1600 Perris Hill Park Road) Spt.Spd. Location: Between Pacific Street and 21 st Street Cumulative Date: 2/5/2016 Day: Friday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:45 PM To 2:50 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' sidewalks: East Side 18 0 0.00% 0.00% Comm./Resid.: Residential,School Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.21 24 0 0.00% 0.00% 50th Percentile: 37 25 0 0.00% 0.00% 85th Percentile: 40 26 0 0.00% 0.00% 97th Percentile: 43 27 0 0.00% 0.00% 10 Mile Pace: 31 to 40 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 87.62% 29 2 0.95% 0.95% Comments: 30 1 0.48% 1.43% 31 7 3.33% 4.76% 32 6 2.86% 7.62% Cumulative Frequency Distribution 33 11 5.24% 12.86% 120% 34 17 8.10% 20.95% 35 33 15.71% 36.67%11�% 36 26 12.38% 49.05% 37 32 15.24% 64.29% 38 24 1 1.43% 75.71% It% 39 16 7.62% 83.33% 40 12 5.71% 89.05% E E 41 6 2.86% 91.90%1 - 42 5 2.38% 94.29% 43 6 2.86% 97.14% o°%° ` �44 2 0.95% 98.l0/ NO �Cb " ° aS r tkl `' 10 45 2 0.95% 99.05% - _ _-_ Spot Speed,mph - 46 1 0.48% 99.52%, 47 0 0.00% 99.52% Frequency Distribution 48 1 0.48% 100.00% 18 1 49 0 0.00% 100.00% 4 - - 14 - -_ 50 0 0.00% 100.00% >11 2 51 0 0.00% 100.00% d10 - 52 0 0.00% 100.00% t 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �"' N� N9 �, h ,� ,\ o „� 0 57 0 0.00% 100.00% �' b N � tc Total: 210 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Pine Avenue(6126 Pine Avenue) Spt.Spd. Location: Between Kendall Drive and Belmont Avenue Cumulative Date: 2/4/2016 Day: Thursday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 9:56 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Two-way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Park Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 46 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 51 26 0 0.00% 0.00% 97th Percentile: 55 27 0 0.00% 0.00% 10 Mile Pace: 40 to 49 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 69.30% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 1 0.44% 0.44% 120% 34 0 0.00% 0.44% 35 1 0.44% 0.88% 1(9)% 36 2 0.88% 1.75% 37 3 1.32% 3.07% % 38 8 3.51% 6.58% W% 39 9 3.95% 10.53% 40 ]0 4.39% 14.91% E 41 11 4.82% 19.74% 42 8 3.51% 23.25% 43 16 7.02% 30.26% o°%° 44 26 11.40% 41.67% Spot Speed,mph 45 24 10.53% 52.19% 46 23 10.09% 62.28%; Frequency Distribution 47 13 5.70% 67.98% 48 15 6.58% 74.56% 18 _ - -_ 49 12 5.26% 79.82% 16 14 - 50 10 4.39% 84.21%1 >12 51 11 4.82% 89.04% d10 52 7 3.07% 92.11% o,8 53 6 2.63% 94.74%1 LL 6 54 4 1.75% 96.49% 4 55 6 2.63% 99.12% 2 0 56 1 0.44% 99.56% .,b N6 No h o ro �o 57 1 0.44% 100.00% ti o �` 3 t o beV , Total: 228 100% Spot Speed,mph ANN CITY OF SAN BERNARDINO Client: Street: Redlands Boulevard(245 Redlands Boulevard) Spt.Spd. Location: Between Hunts Lane and Gardena Street Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:10 PM To 2:15 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 78' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 35 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 2 0.96% 0.96% 50th Percentile: 35 25 3 1.44% 2.40% 85th Percentile: 40 26 5 2.40% 4.81% 97th Percentile: 42 27 1 0.48% 5.29% 10 Mile Pace: 30 to 39 28 1 0.48% 5.77% % of Samples in 10-Mile Pace: 74.52% 29 7 3.37% 9.13% Comments: 30 17 8.17% 17.31% 31 11 5.29% 22.60% 32 8 3.85% 26.44% Cumulative Frequency Distribution 33 16 7.69% 34.13% 120% 34 12 5.77% 39.90% 35 23 11.06% 50.96% 1lIP% c 36 13 6.25% 57.21% 37 23 11.06% 68.27% 38 19 9.13% 77.40% ! 4% -- - - 39 13 6.25% 83.65% 40 15 7.21% 90.87% E 41 9 4.33% 95.19% 42 5 2.40% 97.60% ° 43 2 0.96% 98.56% o%� 6 0 1 ^ ,� o o 44 1 0.48% 99.04% ^ X 1-01 3 "' t 45 1 0.48% 99.52% Spot Speed,mph 46 0 0.00% 99.52% Frequency Distribution 47 0 0.00% 99.52% 48 0 0.00% 99.52%' 18 49 1 0.48% 100.00% 16 - 14 50 0 0.00% 100.00% >„12 _ 51 0 0.00% 100.00% 5)10 52 0 0.00% 100.00% 8 53 0 0.00% 100.00% LL 6 h 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 oil! i It 56 0 0.00% 100.00% N-1 ^6 �9 57 0 0.00% 100.00% ti � 3 Total: 208 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Redlands Boulevard(685 Redlands Boulevard) Spt.Spd.Location: Between Gardena Street and East City Limits Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 2:22 PM To 3:25 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 I 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 76' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Besid.: Commercial,Industri:uriveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 44 25 0 0.00% 0.00% 85th Percentile: 50 i 26 0 0.00% 0.00% 97th Percentile: 54 27 2 0.93% 0.93% 10 Mile Pace: 40 to 49 28 1 0.46% 1.39% %of Samples in 10-Mile Pace: 68.52% 29 0 0.00% 1.39% Comments: 30 0 0.00% 1.39% 31 2 0.93% 2.31% 32 2 0.93% 3.24% Cumulative Frequency Distribution 33 1 0.46% 3.70% 120% 34 2 0.93% 4.63% 35 6 2.78% 7.41% 1(t% - c 36 1 0.46% 7.87% 37 6 2.78% 10.65% 38 3 1.39% 12.04% % 39 6 2.78% 14.81% 40 11 5.09% 19.91% E E 41 14 6.48% 26.39% % 42 16 7.41% 33.80% 43 9 4.17% 37.96% 0% 44 27 12.50% 50.46% �ro titi 1.0 tiw �� -4" 4 t° 0 45 22 10.19% 60.65% Spot Speed,mph 46 14 6.48% 67.13% Frequency Distribution 47 13 6.02% 73.15% 48 13 6.02% 79.17% 18 _ 49 9 4.17% 83.33% 16 14 50 7 3.24% 86.57% > ul z 51 11 5.09% 91.67% CD10 52 5 2.31% 93.98% m 8 53 3 1.39% 95.37% L 6 j 54 7 3.24% 98.61% 4 55 2 0.93% 99.54% 2 0 56 0 0.00% 99.540/c ^3 ^b ^C' b 57 1 0.46% 100.00% � � �` Spot Speed,mph Total: 216 100% I 4W CITY OF SAN BERNARDINO Client: Street: Rialto Avenue(2260 Rialto Avenue) Spt.Spd. Location: Between Eucalyptus Avenue and Mt. Vernon Avenue Cumulative Date: 3/2/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:15 AM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB red Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Commerc Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 41 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 50 27 0 0.00% 0.00% 10 Mile Pace: 37 to 46 28 3 1.36% 1.36% % of Samples in 10-Mile Pace: 67.27% 29 2 0.91% 2.27% Comments: 30 3 1.36% 3.64% 31 1 0.45% 4.09% 32 4 1.82% 5.91% Cumulative Frequency Distribution 33 8 3.64% 9.55% : ,120% 34 10 4.55% 14.09% 35 5 2.27% 16.36% 1(V% 36 9 4.09% 20.45% 'D 37 10 4.55% 25.00% ! m 38 12 5.45% 30.45% 4% 39 14 6.36% 36.82% 40 18 8.18% 45.00% E E 41 18 8.18% 53.18% �% 42 14 6.36% 59.55% 43 14 6.36% 65.91% 0 0 '`3 40 N9 101 `0 do 11 4 44 21 9.55/0 75.45/o Spot Speed,mph 45 17 7.73% 83.18% 46 10 4.55% 87.73% Frequency Distribution 47 7 3.18% 90.91% 48 3 1.36% 92.27% 1 49 5 2.27% 94.55% 16 6 - - - 14 50 9 4.09% 98.64%; >12 51 1 0.45% 99.09% Ill - 52 0 0.00% 99.09% 8 53 1 0.45% 99.55% a` 6 A 54 0 0.00% 99.55% 4 55 1 0.45% 100.00% 2 56 0 0.00% 100.00% 0 . 3^ _� 3 t�' 0 o o 0V 571 01 0.00%1 100000/( Total: 220 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: San Bernardino Avenue(1783 San Bernardino Avenue) Spt.Spd.Location: Between Tippecanoe Avenue and Mt. View Avenue Cumulative Date: 2/11/2016 Day: Thursday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:10 PM To 3:25 PM 14 0 0.00% 0.00% Number of Lanes: 02 WB/02 EB Ped Activity: I w,hl 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic ® 17 0 0.00% 0.00% Street Width: 72' sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential,Industrial Driveways: Both Sides 19 0 0.00% 0.00% Direction: West/Eastbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 43 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 42 25 0 0.00% 0.00% 85th Percentile: 48 26 0 0.00% 0.00% 97th Percentile: 53 27 0 0.00% 0.00% 10 Mile Pace: 37 to 46 28 0 0.00% 0.00% %of Samples in 10-Mile Pace: 71.56% 29 1 0.47% 0.47% Comments: 30 0 0.00% 0.47% 1 31 0 0.00% 0.47% 32 1 0.47% 0.95% Cumulative Frequency Distribution 33 3 1.42% 2.37% 120% 34 0 0.00% 2.37% 35 5 2.37% 4.74% 1(9% --- c 36 6 2.84% 7.58% 37 10 4.74% 12.32% d 38 10 4.74% 17.06% W% 39 22 10.43% 27.49% 40 22 10.43% 37.91% E E 41 20 9.48% 47.39% 42 19 9.00% 56.40% Pool 0 43 22 10.43% 66.82% 00/c 3 6 0 R• h 0 ,� ^� ro 0 tl h 44 11 5.21% 72.04% ^ N N 45 8 3.79% 75.83% Spot Speed,mph 46 7 3.32% 79.15% 47 9 4.27% 83.41 Frequency Distribution 48 5 2.37% 85.78% 18 49 4 1.90% 87,68% 16 14 50 11 5.21% 92.89% -,12 51 5 2.37% 95.26% 010 52 2 0.95% 96.21% 78 - 53 3 1.42% 97.63% LL e 54 2 0.95% 98.58% 4 55 2 0.95% 99.53% 2 0 56 0 0.000/( 99.53% �,� Nb N(111 � ,� o lb 57 1 0.47% 100.00% � � �' � � °' �` �` �` Total: 211 100% Spot Speed,mph I CITY OF SAN BERNARDINO Client: Street: Sierra Way(339 Sierra Way) Spt.Spd. Location: Between Mill Street and Rialto Avenue Cumulative Date: 2/10/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:00 AM To 10:07 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB red Aetivity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channetization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 64' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 41 25 0 0.00% 0.00% 85th Percentile: 45 26 2 0.93% 0.93% 97th Percentile: 51 27 0 0.00% 0.93% 10 Mile Pace: 36 to 45 28 0 0.00% 0.93% % of Samples in 10-Mile Pace: 74.77% 29 1 0.47% 1.40% Comments: 30 0 0.00% 1.40% 31 0 0.00% 1.40% 32 7 3.27% 4.67% Cumulative Frequency Distribution 33 4 1.87% 6.54% 120% 34 8 3.74% 10.28% 35 5 2.34% 12.62% 10% 36 12 5.61% 18.22% 41 - 37 20 9.35% 27.57% LL 38 13 6.07% 33.64% '` t% 39 6 2.80% 36.45% ' 40 15 7.01% 43.46% E E 41 29 13.55% 57.01% 42 19 8.88% 65.89% 43 14 6.54% 72.43% ' 0°%° 0 0 rb r`� '`� rLL rlh ti� `y'� 4 4 p0 R^b Dro R9 14V by 44 13 6.07/0 78.50/o Spot Speed,mph 45 19 8.88% 87.38% 46 8 3.74% 91.12% Frequency Distribution 47 0 0.00% 91.12% 48 5 2.34% 93.46% 18 49 3 1.40% 94.86%i 14 - - 50 4 1.87% 96.73% >12 51 5 2.34% 99.07% y10 - -- 52 0 0.00% 99.07% ('7 8 53 1 0.47% 99.53% LL 6 54 1 0.47% 100.00% 4 55 0 0.00% 100.00 0 0 56 0 0.00% 100.00% �3 �� �� 57 0 0.00% 100.00% 10, 1 3 41 3 h Spot Speed,mph Total: 214 100% p CITY OF SAN BERNARDINO Client: Street: Sierra Way(2860 Sierra Way) Spt.Spd. Location: Between 5th Street and 30th Street Cumulative Date: 3/3/2016 Day: Thursday Speed Frequency Percent Percent Weather: Partly Sunny 13 0 0.00% 0.00% Hours: 10:45 AM To 11:40 AM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB PedActivity: Moderate 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, School Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 40 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 *� 25 0 0.00% 0.00% 85th Percentile: 44 26 0 0.00% 0.00% 97th Percentile: 50 W 27 1 0.47% 0.47% 10 Mile Pace: 35 to 44 28 2 0.93% 1.40% % of Samples in 10-Mile Pace: 68.69% 29 3 1.40% 2.80% Comments: 30 3 1.40% 4.21% 31 4 1.87% 6.07% 32 8 3.74% 9.81 33 8 3.74% 13.55% Cumulative Frequency Distribution 120% 34 7 3.27% 16.82% 35 10 4.67% 21.50% 13% c 36 10 4.67% 26.17% 37 14 6.54% 32.71% 38 18 8.41% 41.12% 4% 39 17 7.94% 49.07% 40 13 6.07% 55.14% E E 41 16 7.48% 62.62% ;&% 42 23 10.75% 73.36% 43 16 7.48% 80.84% o% N 0 44 10 4.67/0 0 ^6 ^ ti� ryh �� �� " 3� pO N'b Nb 85.51/o � 45 8 3.74% 89.25%o Spot Speed,mph 46 8 3.74% 92.99% Frequency Distribution 47 4 1.87% 94.86% 48 3 1.40% 96.26% 18 49 1 0.47% 96.73% 16 --- 50 2 0.93% 97.66% >12 14 51 2 0.93% 98.60% d10 52 0 0.00% 98.60% 2 0,8 53 1 0.47% 99.07% u_ 6 1 54 l 0.47% 99.53% 4 55 1 0.47% 100.00% 2 56 0 0.00% 100.00% 0 57 01 0.00% 100.00% Spot Speed,mph 1 Total: 214 100% CITY OF SAN BERNARDINO Client: Street: Sierra Way(3123 Sierra Way) Spt.Spd.Location: Between 30th Street and 40th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:00 PM To 3:00 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 44' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 37 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 37 1 25 0 0.00% 0.00% 85th Percentile: 41 26 1 0.46% 0.46% 97th Percentile: 45 27 2 0.91% 1.37% 10 Mile Pace: 32 to 41 28 3 1.37% 2.74% % of Samples in 10-Mile Pace: 76.71% 29 4 1.83% 4.57% Comments: 30 9 4.11% 8.68% 31 5 2.28% 10.96% 32 10 4.57% 15.53% Cumulative Frequency Distribution 33 15 6.85% 22.37% 120% 34 12 5.48% 27.85% 35 23 10.50% 38.36% 10% c 36 21 9.59% 47.95% 37 19 8.68% 56.62% J! 38 24 10.96% 67.58% 4% 39 19 8.68% 76.26% % 40 15 6.85% 83.11% E 41 10 4.57% 87.67% 42 9 4.11% 91.78% 43 4 1.83% 93.610 0% rP 44 3 1.37% 94.98% 45 5 2.28% 97.26% Spot Speed,mph 46 3 1.37% 98.63% Frequency Distribution 47 3 1.37% 100.00% 48 0 0.00% 100.00% 18 49 0 0.00% 100.00% 16 I 14 -- 50 0 0.00% 100.00% > 2 51 0 0.00% 100.00% 110 52 0 0.00% 100.00% C 8 53 0 0.00% 100.00% n. 6 ■II 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% alb ^� NC, �, ,� o ,� 57 0 0.00% 100.00% ti t 1 3 � o� V Total: 219 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Sierra Way(4343 Sierra Way) Spt.Spd. Location: Between 40th Street and 48th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:05 PM To 4:02 PM M 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Heavy 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 39 25 0 0.00% 0.00% 85th Percentile: 43 26 0 0.00% 0.00% 97th Percentile: 47 27 1 0.47% 0.47% 10 Mile Pace: 34 to 43 28 1 0.47% 0.93% % of Samples in 10-Mile Pace: 78.60% 29 l 0.47% 1.40% Comments: 30 1 0.47% 1.86% 31 4 1.86% 3.72% 32 5 2.33% 6.05% Cumulative Frequency Distribution 33 4 1.86% 7.91% 120% 34 9 4.19% 12.09% 35 11 5.12% 17.21% - - C 36 18 8.37% 25.58% 37 17 7.91% 33.49% ° 38 27 12.56% 46.05% b% - --- -- 39 17 7.91% 53.95% r 40 27 12.56% 156.51% E 41 19 8.84% 75.35% &% - - - - -- - 42 15 6.98% 82.33% 43 9 4.19% 86.51% o% + 0 0 CO N9 titi 10 10, g'1 44 7 3.26/0 89.77/o 45 6 2.79% o Spot Speed,mph 92.56/0 _- rr 46 8 3.72% 96.28% Frequency Distribution 47 6 2.79% 99.07% 48 1 0.47% 99.53%1 18 49 1 0.47% 100.00% 16 - 14 50 0 0.00% 100.00% 12 -- --- 51 0 0.00% 100.00% r-10 - 52 0 0.00% 100.00% aai 8 53 0 0.00% 100.00%1 LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% �� ^° �° �, ° ,1 ° ° ° h 57 0 0.00% 100.00% � � � °' � �' � �` �` �` � � Total: 215 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Sterling Avenue(2369 Sterling Avenue) Spt.Spd. Location: Between Highland Avenue and Pumalo Street Cumulative Date: 2/2/2016 Day: Tuesday , Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:20 PM To 1:15 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channe►ization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 36 22 0 0.00% 0.00% Standard Deviation: 3 23 0 0.00% 0.00% Standard error of the mean: 0.21 24 0 0.00% 0.00% 50th Percentile: 37 25 1 0.47% 0.47% 85th Percentile: 40 26 0 0.00% 0.47% 97th Percentile: 42 27 0 0.00% 0.47% 10 Mile Pace: 32 to 41 28 1 0.47% 0.94% % of Samples in 10-Mile Pace: 85.92% 29 4 1.88% 2.82% Comments: 30 4 1.88% 4.69% 31 5 2.35% 7.04% 32 13 6.10% 13.15% Cumulative Frequency Distribution 33 13 6.10% 19.25% 120% 34 17 7.98% 27.23% 35 25 11.74% 38.97%!1(�% 7 9 3 25 1 . 4% 60.56% 8 0 0 38 18 8.45% 69.01% 6% 39 22 10.33% 79.34% r 40 19 8.92% 88.26% % E 41 10 4.69% 92.96% 6% 42 9 4.23% 97.18% 43 4 1.88% 99.06% 0% 44 1 0.47% 99.53% 45 1 0.47% 100.00% Spot Speed,mph 46 0 0.00% 100.00% Frequency Distribution 47 0 0.00% 100.00% - _ 48 0 0.00% 100.00% 18 i 16 49 0 0.00% 100.00% 14 50 0 0.00% 100.00% > 51 0 0.00% 100.00% 210 52 0 0.00% 100.00% 0,8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00%1 4 55 0 0.00% 100.00% 2 0 56 0 0.00% 100.00% N,b No ^o h o I ,� o ,S o o 57 0 0.00% 100.00% ti t 3 t a N h IbIb Spot Speed,mph Total: 213 100% rr 1pft CITY OF SAN BERNARDINO Client: �^ Street: Tippecanoe Avenue(301 Tippecanoe Avenue) Spt.Spd.Location: Between San Bernardino Avenue and Third Street Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 12:15 PM To 1:25 PM 14 0 0.00% 0.00% Number of Lanes: 03 NB/03 SB Ped Activity: Licht 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 108, sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residentail,Industrial Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 44 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 39 to 48 28 0 0.00% 0.00% %of Samples in 10-Mile Pace: 72.77% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 1 0.47% 0.47% 32 1 0.47% 0.94% 33 � 0.94% 1.88% a Cumulative Frequency Distribution 120% 34 4 1.88% 3.76% 35 4 1.88% 5.63% 10% c 36 6 2.82% 8.45% 37 1 0.47% 8.92% 0 I 38 7 3.29% 12.21% b% 39 12 5.63% 17.84% % 40 13 6.10% 23.94% E 41 12 5.63% 29.58% 42 11 5.16% 34.74% 43 12 5.63% 40.38% 0% 44 21 9.86% 50.23% N6 0 ti� 10 ry0 41 ^� ,�� °o °� Nb 45 24 11.27% 61.50% spot Speed,mph 46 24 11.27% 72.77% Frequency Distribution 47 11 7.04% 79.81% 48 11 5.16% 84.98% 18 49 7 3.29% 88.26% 16 14 14 50 17 7.98% 96.24% > 51 3 1.41% 97.65% (D 52 1 0.47% 98.12% 8 53 1 0.47% 98.59% LL s 54 1 0.47% 99.06% 4 55 1 0.47% 99.53% 2 56 0 0.00% 99.53% 0 p o g o t.) ti h 57 1 0.47% 100.00% o �' �' Total: 213 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Tippecanoe Avenue(1203 Tippecanoe Avenue) Spt.Spd. Location: Between 9th Street and Baseline Street Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 1:40 PM To 2:50 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light I 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double yellow line/Two-way traffic 17 0 0.00% 0.00% Street Width: 70' sidewalks: East Side 18 0 0.00% 0.00% Comm./Resid.: Residential,Commer(Driveways: East Side 19 0 0.00% 0.00% Direction: North/Southbound Media°: None 01 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 5 23 1 0.48% 0.48% Standard error of the mean: 0.35 24 0 0.00% 0.48% 50th Percentile: 39 25 l 0.48% 0.95% 85th Percentile: 46 26 0 0.00% 0.95% 97th Percentile: 49 27 l 0.48% 1.43% 10 Mile Pace: 35 to 44 28 3 1.43% 2.86% % of Samples in 10-Mile Pace: 63.81% 29 1 0.48% 3.33% Comments: 30 3 1.43% 4.76% 31 6 2.86% 7.62% 32 8 3.81% 11.43% Cumulative Frequency Distribution 33 9 4.29% 15.71% 120% 34 5 2.38% 18.10% 35 9 4.29% 22.38% c 36 8 3.81% 26.19% 37 14 6.67% 32.86% 38 21 10.00% 42.86% b% -- 39 22 10.48% 53.33% } 40 17 8.10% 61.43% E - E 41 15 7.14% 68.57% 9% 42 11 5.24% 73.81% 43 11 5.24% 79.05% ' o°%° 44 6 2.86% 81.90% �� ^o ^o titi do tit 11 °o a� tp °� `'� 4D OR 45 5 2.38% 84.29% Spot Speed,mph 46 12 5.71% 90.00% Frequency Distribution 47 6 2.86% 92.86%1 48 5 2.38% 95.24% 18 49 4 1.90% 97.14% 16 - 14 50 6 2.86% 100.00% > 2 51 0 0.00% 100.00% aci10 52 0 0.00% 100.00% c7 8 53 0 0.00% 100.00% L'L 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0�1b Nb 6 57 0 0.00% 100.00% � � � �` I t Spot Speed,mph Total: 210 100% I CITY OF SAN BERNARDINO Client: Street: University Parkway(4700 University Parkway) Large Condo Complex(Broadstone Serrano) Spt.Spd.Location: Between Cajon Boulevard and Northpark Boulevard Cumulative Date: 2/3/2016 Day: Wednesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:10 AM To 11:00 AM 14 0 0.00% 0.00% Number of Lanes: 03 NB/03 SB Ped Activity: 1,u-,ht 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 104' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Besid.: Residential,Commer(Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Meths.: yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 47 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 46 25 0 0.00% 0.00% 85th Percentile: 51 26 0 0.00% 0.00% 97th Percentile: 54 27 0 0.00% 0.00% 10 Mile Pace: 42 to 51 28 0 0.00% 0.00% %of Samples in 10-Mile Pace: 79.02% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 0 0.00% 0.00% 35 0 0.00% 0.00% 10% - c 36 1 0.45% 0.45% 37 4 1.79% 2.23% m 38 3 1.34% 3.57% b% 39 4 1.79% 5.36% 40 4 1.79% 7.14% E E 41 7 3.13% 10.27% �% 42 12 5.36% 15.63% 43 9 4.02% 19.64% °° 44 15 6.70% 26.34% Spot Speed,mph 45 23 10.27% 36.6161% 46 34 15.18% 51.79% Frequency Distribution 47 22 9.82% 61.61% 48 18 8.04% 69.64% 18 49 17 7.59% 77.23% 14 50 15 6.70% 83.93% > 51 12 5.36% 89.29% 010 52 9 4.02% 93.30% c 8 53 6 2.68% 95.98% LL 6 54 5 2.23% 98.21% 4 55 3 1.34% 99.55% 2 0 56 1 0.45% 100.00% �,h �6 57 0 0.00% 100.00% 1 Spot Speed,mph Total: 224 100% w CITY OF SAN BERNARDINO Client: Street: Valencia Avenue(2898 Valencia Avenue) Spt.Spd. Location: Between 21 st Street and 30th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:00 AM To 11:50 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width: 72' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential,Park, Ho:Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 39 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.28 24 0 0.00% 0.00% 50th Percentile: 39 25 0 0.00% 0.00% 85th Percentile: 43 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 33 to 42 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 81.52% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 1 0.47% 0.47% 32 2 0.95% 1.42% 33 10 4.95% 6.16% Cumulative Frequency Distribution 120% 34 9 4.27% 10.43% 35 17 8.06% 18.48% 13% - - c 36 13 6.16% 24.64% 37 20 9.48% 34.12% 1 - - 38 25 11.85% 45.97% % - -- 39 24 11.37% 57.35% 40 21 9.95% 67.30% % E 41 20 9.48% 76.78% &% 42 13 6.16% 82.94% 43 9 4.27% 87.20% o% a o ^� CO '�0 �ytL `Lh `L0 11 4 `bA tP D15 R6 p,0 0`l' 46 44 9 4.27/0 91.47/o 45 7 3.32% 94.79% Spot Speed,mph 46 0 0.00% 94.79% 47 2 0.95% 95.73% Frequency Distribution 48 2 0.95% 96.68% 18 49 0 0.00% 96.68% 16 14 - - 50 0 0.00% 96.68% >I 2 51 4 1.90% 98.58%! 5)10 52 1 0.47% 99.05% 8 -- 53 1 0.47% 99.53% a` 6 - 54 0 0.00% 99.53% 4 55 0 0.00% 99.53% 2 0 56 0 0.00% 99.53% alb N1:1 ^ ,� �` 57 1 0.47% 100.00% ti 3 �' t` 1 Tota o Spot Speed,mph l: 21 1 l 00/o CITY OF SAN BERNARDINO Client: Street: Valencia Avenue(3137 Valencia Avenue) Spt.Spd. Location: Between 30th Street and 40th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 11:55 AM To 12:52 PM 14 0 0.00% 0.00% Number of Lanes: 01 NB/01 SB Ped Activity: Moderate 15 0 0.00% 0.00% Posted Speed 45 16 0 0.00% 0.00% Channelization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 74' Sidewalks: None 18 0 0.00% 0.00% Comm./Resid.: Residential,Park Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 44 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 52 27 0 0.00% 0.00% 10 Mile Pace: 39 to 48 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 74.43% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 1 0.46% 0.46% Cumulative Frequency Distribution 33 1 0.46% 0.91% 120% 34 2 0.91% 1.83% 35 5 2.28% 4.11% 1V% - -- 36 4 1.83% 5.94% 37 5 2.28% 8.22% m 38 5 2.28% 10.50%1 4% - -- 39 9 4.11% 14.61% 40 18 8.22% 22.83% E E 41 15 6.85% 29.68 9% -- -- 42 13 5.94% 35.62%, 43 27 12.33% 47.95% o% 0 53.88%1 'pro ^9 �ti bh rL� g'� ^� n�� pO p°� p0 44 13 5.94/0 45 24 10.96% 64.84%o Spot Speed,mph - -- 46 21 9.59% 74.43% 47 14 6.39% 80.82% Frequency Distribution 48 9 4.11% 84.93% 18 - 49 8 3.65% 88.58% 16 -- 14 - - 50 10 4.57% 93.15% > 51 5 2.28% 95.43% y10 - - 52 5 2.28% 97.72% r 8 53 3 1.37% 99.09% LL 6 54 2 0.91% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 �� 57 0 0.00% 100.00% Spot Speed,mph Total: 219 100% CITY OF SAN BERNARDINO Client: Street: Victoria Avenue(2700 Victoria Avenue)across from Patton Spt.Spd. Location: Between Highland Avenue and Lynwood Drive Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 10:20 AM To 11:05 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Concrete Divider/Two-way traffic 17 0 0.00% 0.00% Street width. 64' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Residential, Reservati Driveways: None 19 0 0.00% 0.00% Direction: North/Southbound Media.: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.25 24 0 0.00% 0.00% 50th Percentile: 41 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 50 27 0 0.00% 0.00% 10 Mile Pace: 37 to 46 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 73.60% 29 0 0.00% 0.00% Comments: 30 1 0.40% 0.40% 31 2 0.80% 1.20% 32 1 0.40% 1.60% Cumulative Frequency Distribution 33 2 0.80% 2.40% 120% 34 5 2.00% 4.40% 1 o 0 a' - - 15 6.00% 10.40% 36 9 3.600 0 14.000 o j __-- 37 15 6.00% 20.00% 38 21 8.40% 28.40% (t% - -- - 39 19 7.60% 36.00% 40 25 10.00% 46.00% E% - E 41 23 9.20% 55.20%jr&% 42 19 7.60% 62.80% j 43 20 8.00% 70.80% o% 0 0 ^�` 44 17 6.80% 77.60% Spot Speed,mph 45 13 5.20% 82.80% am 46 12 4.80% 87.60% Frequency Distribution 47 9 3.60% 91.20%1 48 5 49 6 2.40% 95.60% 18 o ° 16 _ 14 - - 50 6 2.40% 98.00% > 2 51 3 1.20% 99.20%, d10 52 1 0.40% 99.60% m 8 53 1 0.40% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0^,S �6 ^� rl o co t1. h 57 0 0.00% 100.00% 0 � � Total: 250 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Waterman Avenue(1004 Waterman Avenue) Spt.Spd. Location: Between Barton Road and CentralAvenue Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 3:55 PM To 4:39 PM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped AdMty: Light 15 0 0.00% 0.00% Posted Speed 50 16 0 0.00% 0.00% Channelization: Concrete Median/Two-way traffic 17 0 0.00% 0.00% Street Width. 82' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./IResid.: Residential,Park,Cot Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 49 22 0 0.00% 0.00% Standard Deviation: 4 23 0 0.00% 0.00% Standard error of the mean: 0.27 24 0 0.00% 0.00% 50th Percentile: 49 25 0 0.00% 0.00% 85th Percentile: 52 26 0 0.00% 0.00% 97th Percentile: 55 27 0 0.00% 0.00% 10 Mile Pace: 44 to 53 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 80.37% 29 0 0.00% 0.00% Comments: 30 0 0.00% 0.00% 31 0 0.00% 0.00% 32 0 0.00% 0.00% Cumulative Frequency Distribution 33 0 0.00% 0.00% 120% 34 0 0.00% 0.00% 35 1 0.46% 0.46% 1Cg)% - - 36 0 0.00% 0.46% 37 1 0.46% 0.91% u0 38 1 0.46% 1.37% 4% 39 1 0.46% 1.83% '2: 40 4 1.83% 3.65% E 41 6 2.74% 6.39% 9% 42 5 2.28% 8.68% 43 6 2.74% 11.42% 0% �` 0 o r�3 6 NO, 44 5 2.28% 13.70% 45 14 6.39% 20.09% Spot Speed,mph 46 12 5.48% 25.57% 47 18 8.22% 33.79% Frequency Distribution 48 18 8.22% 42.01% 18 49 24 10.96% 52.97% 16 14 50 29 13.24% 66.21% 2 --- - 51 23 10.50% 76.71% d10 52 19 8.68% 85.39% c 8 53 14 6.39% 91.78% LL 6 54 5 2.28% 94.06% 4 55 7 3.20% 97.26% 2 56 3 1.37% 98.63% 0 57 3 1.37% 100.00% Total: f S 219 100% pot Speed,mph 1. CITY OF SAN BERNARDINO Client: Street: Waterman Avenue(630 Waterman Avenue) Spt.Spd. Location: Between Central Avenue and Rialto Avenue Cumulative Date: 2/9/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 9:25 AM To 10:35 AM 14 0 0.00% 0.00% Number of Lanes: 03 NB/03 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 45 16 0 0.00% 0.00% Channelization: Two-way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street Width. 84' sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Industrial,Commerci,Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: Yes 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 44 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.33 24 0 0.00% 0.00% 50th Percentile: 45 25 0 0.00% 0.00% 85th Percentile: 49 26 0 0.00% 0.00% 97th Percentile: 52 27 0 0.00% 0.00% 10 Mile Pace: 41 to 50 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 72.84% 29 0 0.00% 0.00% Comments: 30 3 1.29% 1.29% 31 2 0.86% 2.16% 32 2 0.86% 3.31% 33 3 1.29% 4.31% �20% Cumulative Frequency Distribution i 34 3 1.29% 5.60% 35 4 1.72% 7.33% 1V% c 36 1 0.43% 7.76% 37 6 2.59% 10.34% % 38 6 2.59% 1 2.93% 4% - 39 4 1.72% 14.66% `�- 40 10 4.31% 18.97% E 1 41 6 2.59% 21.55% 6% - 42 16 6.90% 28.45% 43 16 6.90% 35.34 o% % ++ 44 27 11.64% 46.98% 45 27 11.64% 58.62%o Spot Speed,mph __ 46 21 9.05% 67.67% Frequency Distribution 47 8 3.45% 71.12% 48 19 8.19% 79.31% 18 49 18 7.76% 87.07% 14 50 11 4.74% 91.81% >112 51 6 2.59% 94.40% d10 - --- 52 7 3.02% 97.41% a 8 53 3 1.29% 98.71% LL 6 r" 54 3 1.29% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 571 01 0.00%1 100.00% Total: 232 100% Spot Speed,mph CITY OF SAN BERNARDINO Client: Street: Waterman Avenue(756 Waterman Avenue) Spt.Spd. Location: Between Rialto Avenue and Highland Avenue Cumulative Date: 3/1/2016 Day: Tuesday Speed Frequency Percent Percent weather: Sunny 13 0 0.00% 0.00% Hours: 2:10 PM To 2:55 PM 14 0 0.00°/% 0.00% Number of Lanes: 02 NB/02 SB PedAdMty: Light 15 0 0.00% 0.00% Posted Speed: 35 16 0 0.00% 0.00% Channe►ization: Two way left turn lane/Two-way traffic 17 0 0.00% 0.00% Street width: 70' Sidewalks: Both Sides 18 0 0.00% 0.00% Comm./Resid.: Commercial,Residen Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Media.: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 38 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 37 25 0 0.00% 0.00% 85th Percentile: 44 26 1 0.47% 0.47% 97th Percentile: 47 27 0 0.00% 0.47% 10 Mile Pace: 32 to 41 28 2 0.94% 1.41% % of Samples in 10-Mile Pace: 66.20% 29 1 0.47% 1.88% Comments: 30 10 4.69% 6.57% 31 6 2.82% 9.39% 32 15 7.04% 16.43% Cumulative Frequency Distribution 33 9 4.23% 20.66% 120% 34 13 6.10% 26.76% 35 14 6.57% 33.33% 1�% c m 1 36 15 7.04% 40.38% 37 25 11.74% 52.11% j -- 39 2� 66.20% I �% 9.86% ° o ' 40 12 5.63% 71.83% E 41 8 3.76% 75.59% 9% - 42 8 3.76% 79.34%1 43 8 3.76% 83.10%I 0% 44 9 4.23% 87.32% ^ ^ ti `► �' 4 45 8 3.76% 91.08%o Spot Speed,mph 46 7 3.29% 94.37% 47 8 3.76% 98.12%'Frequency Distribution 99.0 18 53/0 48 2 ---_. 0 0 49 1 0.47/0 - 0 0 16 14 50 1 0.47% 100.00% -12 51 0 0.00% 100.00% .5 10 52 0 0.00% 100.00% m 8 53 0 0.00% 100.00% LL 6 54 0 0.00% 100.00% 4 55 0 0.00% 100.00%, 2 0 56 0 0.00% 100.00% .1b Not 10, tip 10, �� 41 571 01 0.00%1 100.00% Spot Speed,mph Total: 213 100% W CITY OF SAN BERNARDINO Client: Street: Waterman Avenue(2664 Waterman Avenue) Spt.Spd. Location: Between Highland Avenue and 30th Street Cumulative Date: 2/2/2016 Day: Tuesday Speed Frequency Percent Percent Weather: Sunny 13 0 0.00% 0.00% Hours: 10:00 AM To 10:50 AM 14 0 0.00% 0.00% Number of Lanes: 02 NB/02 SB Ped Activity: Light 15 0 0.00% 0.00% Posted Speed: 40 16 0 0.00% 0.00% Channelization: Double Yellow Line/Two-way traffic 17 0 0.00% 0.00% Street Width: 54' sidewalks: Both Sides 18 0 0.00% 0.00% Comm.ntesid.: Residential,Park Driveways: Both Sides 19 0 0.00% 0.00% Direction: North/Southbound Median: None 20 0 0.00% 0.00% DATA ANALYSIS: 21 0 0.00% 0.00% Mean Speed: 41 22 0 0.00% 0.00% Standard Deviation: 5 23 0 0.00% 0.00% Standard error of the mean: 0.34 24 0 0.00% 0.00% 50th Percentile: 40 25 0 0.00% 0.00% 85th Percentile: 46 26 0 0.00% 0.00% 97th Percentile: 51 27 0 0.00% 0.00% 10 Mile Pace: 34 to 43 28 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.76% 29 0 0.00% 0.00% Comments: 30 2 0.93% 0.93% 31 2 0.93% 1.85% 32 2 0.93% 2.78% Cumulative Frequency Distribution 33 4 1.85% 4.63% 120% 34 10 4.63% 9.26% �e% 35 6 2.78% 12.04% 1 c 36 8 3.70% 15.74% ga/a --- - 37 14 6.48% 22.22% 38 13 6.02% 28.24% 4% 39 26 12.04% 40.28% 40 24 11.11% 51.39% E 41 26 12.04% 63.43%i 9% 42 13 6.02% 69.44% 43 15 6.94% 76.39% rb 44 8 3.70% 80.09% Spot Speed,mph 45 6 2.78% 82.87% 46 5 2.31% 85.19% Frequency Distribution 47 7 3.24% 88.43% 48 8 3.70% 92.13% 18 -! 49 2 0.93% 93.06% 16 14 -- - 50 3 1.39% 94.44% >I2 51 8 3.70% 98.15%' X10 52 2 0.93% 99.07% d 8 53 0 0.00% 99.07% LL 6 54 2 0.93% 100.00% 4 55 0 0.00% 100.00% 2 56 0 0.00% 100.00% 0 1 571 00% 100.00% Spot Speed,mph Total: 216 6 100% � i 1 1 1 APPENDIX B Collision Rates 1 2016 Engineering and Traffic Survey City of San Bernardino a' °c • ' N N N CA N N U) I r 't CP) N "t T T 1` N U i N O O N N O N N 'll: O N O tt N O N N Lq N T N N m a � � U Q) N O O O O m 00 O O N w CO N O O O O CT)O p O T O T T O O � O W O O O O O O O O O O O O O O O O O O O O N O O O O O O O O O O O O O O O O O O O T CD m O m "T O w LC) LO O T CD co N M O O 00 O M 't O 't N O M M LO O Cfl Cn Cf) O N 00 m I- N O O T T T O O O O O N O O T O T O O I V V T O) 00 LO I� O 't It O 00 f� O T CD W O O I- t` r- r T 't m It O N O 00 T I- N It T M • N Cn Ln CC) rli O CA 00 LO M In Cfl O T r- m � �T 00 r� Lo � � co 00 O "1 't 00 C' T T C\j N � CA� Cn O Y �t O O O O O N O T N O ' T N T O T N O W Y > F- Q Q > O W W W > w w W Z Z 0 0 (~j Q Z J Q Q Z > Q Q a W Q a Z > a C c = Q v Q Q Z v o > CE a: W W O Q cr O cn U M w cr Q 0 1 H H S O W h- 0 H o � H J W H W = J Q Q W O > cn w Q O �- w 0 U) Q w Q O O J LD Q N Q 2 co (D cn CL Cr CD > w w 2 m w W W Z Z } } cr W Q Q Z Z w > Q w w O Q Q 0 U Q Z Z Q D 0 Q Z > o N z Z � J Q Q Z O J U Q Q J Z Q 2 2 cr 2 J Z J (� Q > M _ U H M H H w J 0 ~ w 0 W < F: w Q W W 0 cn w Q Q �- F- w J Q O w Q w Cn H Cn D 2 cn J Y W C7 Y a. W W > Q D W W Q � � � � � � � � F- U) � wC/) U) � co (nw0 0 0 2 2 2 2 2 2 2 (n F— H H !— H � H 0 C: N co It LO m 0) 0) 0) 0) N N M 't 't 't 't 't Q Q T N M V In CO f- 00 O O T N C) It LO CO I I- CO CA T T T T T T T T T T -a� � a • ' d T N N N N T N � N r- N It T T T T T U O O N Cn O N N N O O N U) N O N N N N N m N N N r r CV N N r N N r N N N CV N N N Q c U a� Q) ' c N CF) O M N Nt M Cn M O CA O M Co O T T N T O T O It O O Co O O O O O W O O O O O O O O O O O O O O O O O O O O N O O O O O O O O O O O O O O O O O O O Co I, M O 'd: N Cn T O N T 00 O f- P� q T (C) N T T O T O T T N T N T O T O O O T O O T T M In T V CA T 1 Co 4 0) N 00 N O P r, Lo � T (C) Co � "t a) N O O_ oc 00 CO M In I-- 00 4 Cl CA Cl 00 I� Cn � N CA ,. I- CO N r T T 00 CD M CA N r- T In T (4 N - T T T T tt O N T Il, CO T T O O T a) O O O T p i 2 • • 0 rn W } 0 J N p w F- w F' w w > w co LL > Q H Q w Q O J 0o > Y O OJO • 0 0 U z U Q J > w J Q > > J Q w O U O z , Q U) = cn Z) Q 2 0 z 0 2 D W Cl W cn �- 0 H H W z cn LD Z w JQ 0 � � w O oW 00 Q rn w w O Q ° �° H Q = Y U U 0 2 0 U T > N M U Y z m Q T Cn D H Cr W O W W H Q > W U- U)Q a w Q U) w o m Q o z z cr J > w = < J z < F- U) J 0 U W z ~ ~ 0 J H O = cn cn Cn ~ O H O _j � J 0 EE cn � CO cn _j � z = = J (n Cn Q W Q w W Q M F=- W Q 0 p p J w = O 2 U U) co Q co D 2 M Z> 0 coo r cn W > Q Q w W w w W Q W W G cn � co C/ Q > Q Q Q 0 p _ _ ~ U z Z Z Z T- Q U) � J O O z W W W W _O F- w � H J 2 Cr J Cn Cn (n (n J z J J F- W U O ~ ~ h J Q Q Q Q Q W W W W 0 U) Cn Q Q Q CO CO CO CO U U 0 0 0 w w w w u- O T N M It In Co I- co M O T N M � LO Cfl r- 00 N N N N N N N N N N M M M M M M M M M °c N O N d N N N N N O O N N N O O N N N m N N N T N N N N N T T N N N T r N N N N C aCIO � o 0) iU Q) O M O N LO U') O O It O M LO O LO I- T I- O O 00 0) O M O I� O N O O T O M T 00 M N 'Z� O O O T W O O O O O O O O O O O O O T O O O O O O O O N O O O O O O O O O O O O O O O O O O O O T N N N It M M O O O 00 00 m co Il- m Ln I� Cp N CD Lq M T Cp O Cp O T T I� U? O O N T O O O O O O r .- O T CO N T O O T co O Nt N r- It O M O O 't 't T Cl) � M 00 CC) LC) � T p T I` T Cl) N M r- LO M r O LC) COp rn cy) 00 N 't O O N O oc 4 T Ln p) r,.:, U) N M L� OC) N 00 t` M O M Ln 1 O N T LC) T T O O T O N N N T LO LO C\j T T T O O T 1 W • • > } 0 > Y W > M W > ' Q 0 m > Q Q Y > } Q • W J z Q w z w Q U o J O Q > Q U W O > w Q Q - Q O Q Q 2i cr > Q > CL U) C) 0 0 = 0 Z z oc w Q U) O � Q = O = c am Z m - w W _j O J = H -i H W W J J J o J 0 < < o } Q W Q M cn U) Q O Q r < �° Oz o z N J J > Q 2 W U IL T 0 D } } z W LU Q > W W Q d w > ~ Q } } > o > Q z Z ~ g Q Cl)~ cc o Q o O ° Q M Q U p w ZO c~n c~n z Q w oQC _ _ _ Q Z w a Q o `Cl) Q w � J Cl) o a °Q _ 2 CO (A > J W 07 J W W I- N > 2 J J z a o 0 ' w ~ Q } J D Q z Cl cr D m m -i �z J z z Q E U oC O Q Q ar W Q Q Q Q Q w O w = _ w H 2 __ ° ° w z Q �— M 0 J 3: >- cn cn J O U) Q C7 C'3 _J J O J W U) W W F- El } Q Q Q C7 C'3 2 = 2 2 2 2 2 2 2 Zo M O T N M "t 0 O r- M O O T N M 't m cp I- w M � Ln LO LO LC) L[7 LC) L!) L17 LO `I � a • ' T It N T T N N T T N N r T T N N T T U L N O N N N N N N N N N N O N N N N N N m N N N N N N N N N N N N N N N N N N N c a � m LO O M O CD M T O O N M M O O T O It 1- O Cr) Co O M O N O M O O T O M T O I- O N It O W O O O O O O O O O O O O O O r O O O O O N O O O O O O O O O O O O O O O O O O O I O O O O O r O Ln O O In M r M O O LO O M O 01 O Lq Ln N Ln Ln 1� Co M 1- It LO LO O O T r O T r T O r O O i- (D N CD Lo O LO CA O r� N CD T r N r r O N 1- O M M LO O O N 1- LO O r co (o LO 00 o0 O O oc o0 CD ' M O T 00 N Ln 00 00 O N CD T Co CD "t O r CD T T N Ln Lf) O M N N N M N O � O T LO � O O CO T N r O N O M T O • • w U) Z ' w w 0 > Q J w W = ~ W W • Q f! Q m z p m W Q a Z D Q Q 0 • Z Z Z J 2 Q Q Q z v -- 2 U Z Z Q Q ~ _ m U = (n O co (n Q m Q O _ = J H 2 J H 2 2 U U 2 0 Q 9 J O Q CL Q p Q CT ' � J J H J o w m m = 2 LL H 't Fr N N 2 w 2 U J 0 w 2 m } 0 Z I s• w > > W W < w w w > -i Q > 0 U F- p U) 0 z z J Q W Q a z � 2 z w � w p O� p w o = z i p = U w W �_ (n = (n z Q m >Q m Q = U W > H- U sra M Lo CD C0 > N M N > 2 W Z) J lL 2 0 0 > > w Z Z > > Q > Q Q Q W W w m m w W w Q Z Z Z > > > Y Y D U U a Q F- z 0 0 0 ¢ ¢ Q � (j U Q Q Q Q O Q cr cr � a 0- w w Q U U 0 0 cn (n 2 z w w w w_ w_ w_ _ = C3 C7 z w J J Q n > > > > > > H H Z Z Q > ww m w0 m W W J _J m O H H F- h O O m m � Q `E 0 � 0 2 2 2 2 2 2 2 2E Z> Z Z O O O O r N M It LLB (D 1- M O O r N M It LO CD 1- LO CD CD CD (D C4 w CD CD O O 1` r- r- I,- 1` 1` 1\ r- � o • ', N CA � � 00 N � U � N N O N O m N r CV r r N N a � c � `a o c M CD)O C7 ryT O) CMS C? _C ' O O O O O O O T Q N • • O O 0 O O m • 1" C'7 I� C'7 O Y CO O r O N r N O Ln r r y, M N r o T N CC' I. a O C6 CO Cn N O O O r N N r N � r O N OD N C10 Cn W Q > W Q J Q> 0 O z ' cn O oC O J (A Z 2 2 ~ J 2 2 w Q o Q w Q 0 a: J > Z Q Z J O O Q co ~O _� Q W Q 0 w > > > > > > Q Q Q Q Q Q Q Z Z Z Z Q Q Q Z Z J J O Q Q _ Q Q Q Q > > > �: �: �: 3: • rn rn °O 0 0 0 T T T T APPENDIX C Survey Equipment E ui ment 1 2016 Engineering and Traffic Survey City of San Bernardino SURVEY EQUIPMENT USED The radar equipment used to collect speed measurements for this survey was a Stalker- ATR Model Hand-Held traffic radar manufactured by Applied Concepts of Plano, Texas. The calibration of the unit was checked before each series of measurements were taken. Tests of the unit were conducted in accordance with the manufacturer's specifications. ' The Stalker-ATR Hand-Held Traffic Radar was last calibrated on October 20, 2015 by RHF Inc. ' The radar equipment used to collect speed measurements for this survey was a Stalker-II SDR Model Hand-Held traffic radar manufactured by Applied Concepts of Plano, Texas. The calibration of the unit was checked before each series of measurements were taken. Tests of the unit were conducted in accordance with the manufacturer's specifications. The Stalker-II SDR Hand-Held Traffic Radar was last calibrated on October 24, 2015 by RHF Inc. 1 2016 Engineering and Traffic Survey City of San Bernardino TRAFFIC RADAR CERTIFICATION RHFInc. TESTED TO NHTSA SPECIFICATIONS/LICP CRITICAL PERFORMANCE STANDARDS ' Radu Repair (NHTSA)National Highway and Traffic Safety Administration. UACP)International Association of Chiefs of Police. 16202 Keats Circle R.H.F.is a certified independent lesling and repair facility. Westminster,Calif-92683 1 TEST ID Date eceived _! S, Certification Number ? Make Model Type(I-IV) Directional radar I Same direction 2 DEVICE ID Applied Concepts Stalker-ATR I [I[ or IV o Yes ArNo o Yes Zoo No ' Counti g uni Antenna-I S/N N/A Antenna-2 S/N N/A §2.4/§5.4 Low ed fork 5 Last date cahb. Freq.(Hz) Sped( ph) Measured z) 3 �ffiRA ION Hi s�ced ork,IN Last date calib. Freq.(Hz) Speedimph) Measu d Hz PASS FAIL Lo fork High fork Fork speed(mph) 25 40 Stationary mode ' §2.5 I§5.5 Disp.Speed(mph) Z S �U RADAR DEVICE 4 TUNING FORK Moving mode TARGET SPEED Expected. Displayed. PASS FAIL TESTS Opposite Direction (Hi fork-Lo fork) (mph) I5 (mph} IV14 Moving mode TARGET SPEED Expected. Displayed. ' Some Direction Hi fork+Lo fork (mph) N/A Ho fork-Lo fork (mph) N/A Standard supply Antenna I Antenna 2 §2.6.1.I§5 6 1 voltage 13.6 V F .GHz 3 -7 Freg GHz N/A 5 TRANSMISSION Standard supply Antenna 1 Antenna 2 1 PAS FAIL FREQUENCY Voltage-20% 10.8 V Freq.GHz 5/. 7 Frc .GHz N/A STABILITY Standard supply Antenna I Antenna 2 volt c+20% V 16.3 V Freq.GHz 3� �J'.7 Fq GHz NIA 6 §2.6.51§5.6.5 Mfg,Spec. Antenna 1 Antenna 2 POWER DENSITY (max mW/em) < O 4 Power(mW/cm) Z-- Power(mW/em) N/A PASS FAIL 7 §2.81§51 Mfg.spec. LVA activates r LVA deactivates PASS FAIL LOW VOLTAGE c 10.8 V 7 8 §2,9,1/§5.9.1 A. Audio tone correlates with received Doppler signal es _ o No pASS FAIL DOPPLER AUDIO B. Functioning audio volume-adjustment control i�Yes L o No §2.12.4/§5.12.4 Mfg,Spec. Test results 9 CIRCUIT 40 Test OK S�" GK PASS FAIL §2.12 6.5/§ A. Selects only targets moving towards radar 'o Yes 0 No PIN A. 10 5 12.6.5 B, Selects only targets moving away from radar a Yes o No C trN.A. PASS FAIL DIRECTIONAL Stationary made: Low speed spec. 12 Lo speed disp i err Target channel(mph) Hi speed spec. 200 Hi speed disp. 2 00 §212.7/§2.12.8/ 5.12.7/5.12.8 Moving Mode Low speed spec. 15 Lo speed disp. y 1 I LOW AND HIGH target channel(mph) PAS FAIL SPEED DISPLAY Hi speed spec. 200(C) Hi speed disp. N TEST Moving Mode. Low speed spec. 5 Lo speed disp. patrol channel(mph) Hi speed spec. 70 Hi speed disp. N 12 §2.13/§5.13 " RFI TEST .- -� PAS FAIL 13 LABORATORY COMMENTS This radar device meets or exceeds Ilse nihlinial operational standards of file National Traffic ' Highway Safety Administration. California Vehicle Code Section 40802 ZIPASS ❑FAIL 14 NHTSA/IACP CERTIFICATION Certified by: Date: /a✓ —00 f f" 15 INVENTORY - Fork Cent �o Manual 0 2 Ant. -o Remote =o Bat. a Carrying Case o Other(please list TRAFFIC RADAR CERTIFICATION TESTED TO NHTSA SPECIFICATIONS I IACP CRITICAL PERFOR'.%IANCE STANDARDS R lay_'F' 1 n c. (NIITSA)National Highway and Traffic Safety Administration. Radar Repair (IACP)International Association of Chiefs or Paum 16202 Keats Circle R.H.F.is a certified independent testing and repair facility. Westminster,Calif.92683 I TEST ID Date Recciv;d Ce"ification-Number --FMake MU&I Stalker-if T (1-IV) Directional radar Same direction 2 DEVICE ID Applied Concepts �.or N I All or IV AYcs - oNo I - eyes Na>4;3 Cou ti unit SN 77 Antenna-1 SIN N/A Antcnna-2 SIN N/A §24/§54 Low speed fork SIN Last date calib. Freq.(Hz) Speed(mph) Measured(Hz) 3 TUNING FORK High speed fork SIN Last date calib Freq.(Hz) Sp ph) Meas d FAIL CALIBRATION Soy q/�T� Lo fork High fork Fork speed(mph) 25 40 Stationary mode §15/§5.5 Disp.Speed(mph) 4 RADAR DEVICE Moving mode TARGET SPEED Expected. Displayed FAIL TUNING FORK TESTS Opposite Direction (Hi fork-Lo fork) (mph) 15 (mph) Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork+Lo fork (Mph) 65 (mph) Ho fork-Lo fork IS NIX Standard supply Antenna I Antenna 2 §2.6 1.1§5 61 Volta g (V) 13.6 V "9".7.21 Freq GHz N/A 5 TRANSMISSION Standard supply Antenna I Antenna 2 PASS FREQUENCY Voltage-20%(V) 10.8 V Frcq GHz J?It,171Z? Fre q.GHz NIA FAIL STABILITY Standard supply Antenna I Antenna 2 voltaga+20%(V) 163 V Freg G 9' Freq,GHz N/A 4 2.6.5/§5.6.5 Mr&Spec. Antenna I Antenna 2 6 POWER DENSITY (max MW/cm) S 2 Pulver(mW/cm) 's ZS Power(mW/cm) N/A FAIL §2.81§5.8 Mfg.Spec. LVA activates LVA deactivates 7 LOW VOLTAGE M < 7V M J', 7 (V e Q ASS FAIL §291/§39A A. Audio tone correlates with received Doppler signal ?m Yes a No 8 DOPPLER AUDIO B. Functioning audio volume-adjustment control 26 ASS FAIL — §2,12A/§5,12A Mfg,Spec. Test results Yes ❑No 9 INTERNAL PASS PASS FAIL CIRCUIT I PASS §2 12,651§ A. Selects only targets moving towards radar k_p yes o No a N.A. 10 5.126.5 B Selects only targets moving sway from radar *C Yes -o No o N.A. (sip FAIL DIRECTIONAL Stationary mode; Low speed Spec 12 Lo speed disp target channel(mph) Hi speed Spec. 200 Hi speed disp. §2.127/§212.8/ 5,12.715,12 8 Moving Mode Low speed Spec 20 Lo speed disp. MIA I I LOW AND HIGH target channel(mph) I PASS FAIL SPEED DISPLAY Hi speed Spec. 200(C) Hi speed disp. TEST Moving Mode Low speed Spec, 15 Lo speed disp patrol channel(mph) Hi speed Spec. 79 Hi speed disp. 12 §2,13/§5 13 RFI TEST (—PASS)l FAIL 13 LABORATORY COMMENTS This radar device meets or exceeds the inininial operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 ,PASS 0 FAIL] 14 NKTSA/IACP CERTIFICATION Certified by: Date: Iola fc/"/r >6 Fork Ccn X Manual o 2!"Am a Remote Bat, o E15 INVENTORY Carrying Case o Other,(please list) ow OM NNW ft M V, -4,*W % MW9111111111111111ANW&W ON W*" 24 HOUR VOLUME COUNTS February - March 2016 .vw-� Sail par IN FOR THE CITY OF SAN BERNARD/NO Prepared by: NN/WILLDAN Engineering Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com 2nd Street Btwn Mt Vernon Ave&Waterman Ave Start 10-Mar-16 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornincl Afternoon Morning Afternoon Morning Afternoon 12:00 15 74 7 37 12:15 13 75 6 49 12:30 10 74 2 44 12:45 10 69 48 292 7 50 22 180 70 472 01:00 4 71 2 60 01:15 8 89 3 63 01:30 3 65 5 53 I 01:45 2 66 17 291 5 54 15 230 32 521 02:00 4 68 5 48 02:15 9 87 6 53 02:30 3 78 5 44 02:45 6 96 22 329 3 53 19 198 41 527 03:00 9 92 3 65 03:15 6 79 4 60 03:30 3 85 5 55 03:45 7 82 25 338 5 53 17 233 42 571 04:00 2 83 13 55 04:15 4 93 7 65 04:30 5 100 8 47 04:45 7 103 18 379 26 53 54 220 72 599 05:00 14 81 10 44 05:15 11 117 18 62 05:30 14 88 20 42 05:45 23 99 62 385 13 55 61 203 123 588 06:00 22 93 20 44 06:15 23 66 27 44 06:30 38 69 26 28 06:45 43 58 126 286 26 41 99 157 225 443 07:00 59 48 25 32 07:15 56 48 39 25 07:30 77 45 26 28 07:45 56 47 248 188 37 24 127 109 375 297 08:00 50 37 46 15 08:15 47 41 46 20 08:30 48 39 41 14 08:45 59 36 204 153 42 22 175 71 379 224 09:00 60 28 38 22 09:15 52 31 40 14 09:30 49 32 46 14 09:45 49 43 210 134 37 11 161 61 371 195 10:00 52 26 37 15 10:15 52 23 35 15 10:30 62 20 33 10 10:45 61 12 227 81 42 11 147 51 374 132 11:00 66 16 43 7 11:15 57 15 33 15 11:30 75 21 34 7 11:45 71 12 269 64 49 10 159 39 428 103 s Total 1476 2920 1056 1752 2532 4672 I Percent 33.6% 66.4% 37.6% 62.4% 35.1% 64.9% Grand 1476 2920 1056 1752 2532 4672 Total Percent 33.6% 66.4% 37.6% 62.4% 35.1% 64.9% ADT ADT 7,204 AADT 7,204 City Traffic Counters Page 1 www.ctcounters.com 3rd Street Btwn Sierra Way&Waterman Ave Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mominq Afternoon Morning Afternoon Morning Afternoon 12:00 6 48 7 52 12:15 1 65 1 57 12:30 4 67 6 46 12:45 1 81 12 261 1 48 15 203 27 464 01:00 1 62 3 52 01:15 1 51 3 49 01:30 4 63 2 40 01:45 1 61 7 237 2 39 10 180 17 417 02:00 3 53 1 45 02:15 0 53 0 41 02:30 3 66 4 38 02:45 1 51 7 223 0 47 5 171 12 394 03:00 1 59 1 56 03:15 5 46 2 52 03:30 4 79 4 35 03:45 1 63 11 247 6 52 13 195 24 442 04:00 6 61 1 69 04:15 5 59 2 54 04:30 7 97 7 89 04:45 6 79 24 296 5 68 15 280 39 576 05:00 8 104 4 132 05:15 7 88 2 85 05:30 7 69 6 98 05:45 15 44 37 305 9 52 21 367 58 672 06:00 5 50 8 33 06:15 32 33 5 22 06:30 22 35 23 16 06:45 46 22 105 140 31 23 67 94 172 234 07:00 58 16 26 20 07:15 33 22 29 18 07:30 52 20 30 12 07:45 73 23 216 81 28 13 113 63 329 144 08:00 45 11 24 7 08:15 35 10 25 10 08:30 42 8 19 15 08:45 62 15 184 44 34 10 102 42 286 86 09:00 55 6 27 3 09:15 53 16 25 8 09:30 45 12 26 5 09:45 54 14 207 48 28 7 106 23 313 71 10:00 54 11 31 7 10:15 52 8 31 7 10:30 40 8 29 5 10:45 45 9 191 36 42 1 133 20 324 56 11:00 53 6 38 10 11:15 63 4 45 2 11:30 44 2 47 3 11:45 39 0 199 12 58 3 188 18 387 30 Total 1200 1930 788 1656 1988 3586 Percent 38.3% 61.7% 32.2% 67.8% __ _ 35.7% 64.3%__ Grand 1200 1930 788 1656 1988 3586 Total Percent 38.3% 61.7% 32.2% 67.8% 35.7% 64.3% ADT ADT 5,574 AADT 5,574 City Traffic Counters Page 1 www.ctcounters.com 4th Street Btwn Tia Juana St&Mt Vernon Ave Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon _Morning Afternoon Mominq Afternoon 12:00 20 38 25 66 12:15 35 36 14 68 12:30 19 40 32 92 12:45 28 78 102 192 45 82 116 308 218 500 01:00 22 76 26 50 01:15 22 66 24 79 01:30 17 66 12 50 01:45 20 54 81 262 15 44 77 223 158 485 02:00 14 43 21 76 02:15 20 31 24 61 02:30 21 54 18 69 02:45 14 53 69 181 13 66 76 272 145 453 03:00 18 50 18 69 03:15 9 56 15 55 03:30 22 33 12 53 03:45 21 45 70 184 26 61 71 238 141 422 04:00 27 55 25 67 04:15 38 33 35 66 04:30 32 69 32 47 04:45 36 47 133 204 42 37 134 217 267 421 05:00 37 39 31 47 05:15 42 37 31 58 05:30 55 43 31 58 05:45 41 51 175 170 52 52 145 215 320 385 06:00 50 33 25 32 06:15 29 39 44 43 06:30 61 49 33 41 06:45 47 30 187 151 38 44 140 160 327 311 07:00 35 24 39 34 07:15 40 38 36 49 07:30 44 40 41 53 07:45 44 23 163 125 49 42 165 178 328 303 08:00 49 35 33 31 08:15 31 23 60 42 08:30 48 26 62 44 08:45 52 38 180 122 30 34 185 151 365 273 09:00 43 24 43 22 09:15 40 31 44 26 09:30 30 16 50 34 09:45 28 21 141 92 50 37 187 119 328 211 10:00 10 14 58 30 10:15 32 27 46 48 10:30 14 34 55 25 10:45 20 29 76 104 36 36 195 139 271 243 11:00 49 35 40 37 11:15 52 15 52 45 11:30 65 28 58 44 11:45 56 42 222 120 52 29 202 155 424 275 Total 1599 1907 1693 2375 3292 4282 Percent 45.6% 54.4% 41.6% 58.4% 43.5% 56.50/. Grand 1599 1907 1693 2375 3292 4282 Total Percent 45.6% 54.4% 41.6% 58.4% 43.5% 56.5% ADT ADT 7,574 AADT 7,574 City Traffic Counters Page 1 www.ctcounters.com 5th Street Btwn Sierra Way& Pedley Rd I Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time T_h_u Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 5 52 11 53 12:15 4 61 8 60 12:30 10 63 12 50 12:45 2 44 21 220 4 45 35 208 56 428 01:00 4 48 4 65 01:15 6 57 3 60 01:30 10 50 3 67 01:45 2 67 22 222 5 51 15 243 37 465 02:00 2 50 2 58 02:15 2 54 1 73 02:30 6 66 4 64 02:45 2 68 12 238 2 74 9 269 21 507 03:00 7 58 3 74 03:15 9 70 3 83 03:30 5 96 4 105 03.45 8 84 29 308 4 102 14 364 43 672 04:00 7 79 2 107 04:15 9 55 5 110 04:30 25 40 2 152 04:45 12 68 53 242 7 128 16 497 69 739 05:00 13 59 9 155 05:15 17 63 11 134 05:30 21 59 23 142 05:45 25 70 76 251 14 107 57 538 133 789 06:00 29 48 14 83 06:15 53 48 16 91 06:30 53 45 26 57 06:45 58 34 193 175 37 50 93 281 286 456 07:00 81 30 42 44 07:15 92 28 33 43 ., 07:30 106 32 40 36 07:45 90 24 369 114 24 38 139 161 508 275 08:00 69 29 47 29 08:15 60 15 54 26 08:30 59 29 50 25 08:45 59 22 247 95 65 35 216 115 463 210 09:00 59 15 41 22 09.15 47 18 32 23 09:30 36 13 39 36 09:45 44 16 186 62 33 30 145 111 331 173 10:00 48 12 49 25 10:15 37 12 53 20 10:30 45 12 55 19 10:45 50 11 180 47 59 15 216 79 396 126 11:00 50 3 41 11 11:15 47 12 68 7 11:30 40 8 62 8 11:45 53 6 190 29 62 10 233 36 423 65 Total 1578 2003 1188 2902 2766 4905 Percent 44.1% 55.9% 29.0% 71.0% 36.1% 63.9% Grand 1578 2003 1188 2902 2766 4905 Total Percent 44.1% 55.9% 29.0% 71.0% 36.1% 63.9% r„.- ADT ADT 7,671 AADT 7,671 City Traffic Counters Page 1 www.ctcounters.com 5th Street Btwn Del Rosa&Victoria Ave Start 11-Feb-16 East HourTotals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon 12:00 6 41 6 42 12:15 5 47 5 62 12:30 2 36 6 59 12:45 3 53 16 177 7 58 24 221 40 398 01:00 2 38 2 50 01:15 3 57 1 56 01:30 3 53 2 59 01:45 4 47 12 195 3 58 8 223 20 418 02:00 3 42 5 52 02:15 1 51 4 51 02:30 3 50 2 50 02:45 1 45 8 188 8 57 19 210 27 398 03:00 3 59 7 54 03:15 1 64 7 68 03:30 3 82 8 47 03:45 3 95 10 300 6 36 28 205 38 505 04:00 3 100 4 64 04:15 92 6 52 5 04:30 5 112 8 62 04:45 4 138 18 442 8 68 26 246 44 688 05:00 8 149 5 61 05:15 5 133 12 54 05:30 15 107 18 54 05:45 6 104 34 493 29 63 64 232 98 725 06:00 15 62 17 44 06:15 18 81 33 43 06:30 23 57 54 32 06:45 13 34 69 234 62 28 166 147 235 381 07:00 27 35 100 32 07:15 35 36 148 25 07:30 39 22 125 24 07:45 23 20 124 113 115 25 488 106 612 219 08:00 26 13 78 20 08:15 31 17 81 23 08:30 47 16 64 19 08:45 35 26 139 72 62 26 285 88 424 160 09:00 42 21 46 21 09:15 32 17 35 26 09:30 38 12 44 20 09:45 32 20 144 70 46 25 171 92 315 162 10:00 33 11 48 21 10:15 29 13 37 17 10:30 37 10 48 21 10:45 50 12 149 46 41 13 174 72 323 118 11:00 37 3 47 10 11:15 59 4 47 17 11:30 47 3 53 8 11:45 52 5 195 15 33 6 180 41 375 56 Total 918 2345 1633 1883 2551 4228 Percent 28.1% 71.9% 46.4% 53.6% 37.6% 62.4% Grand 918 2345 1633 1883 2551 4228 Total Percent 28.1% 71.9% 46.4% 53.6% 37.6% 62.4% ADT ADT 6,779 AADT 6,779 1 a>!r1 i City Traffic Counters Page 1 www.ctcounters.com 9th Street Btwn Medical Center Dr&H Street Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon 12:00 11 53 10 53 12:15 9 79 3 61 12:30 6 87 5 65 12:45 8 57 34 276 4 62 22 241 56 517 01:00 8 69 7 56 01:15 6 62 3 55 01:30 4 69 3 48 01:45 5 80 23 280 5 58 18 217 41 497 02:00 4 77 4 52 02:15 4 67 3 52 02:30 5 86 3 61 02:45 2 90 15 320 5 111 15 276 30 596 03:00 0 72 5 55 03:15 2 97 4 56 03:30 6 100 3 92 03:45 10 121 18 390 1 80 13 283 31 673 04:00 10 70 5 72 04:15 9 96 5 64 04:30 9 81 4 67 04:45 13 104 41 351 5 60 19 263 60 614 05:00 16 91 11 67 05:15 9 118 12 78 05:30 13 117 21 72 05:45 14 103 52 429 14 56 58 273 110 702 06:00 16 90 8 55 06:15 29 61 13 51 06:30 30 75 23 54 06:45 58 66 133 292 32 39 76 199 209 491 07:00 60 44 58 48 07:15 77 49 72 39 07:30 68 47 77 31 07:45 54 42 259 182 59 38 266 156 525 338 08:00 88 67 65 33 08:15 68 37 56 20 08:30 76 33 72 30 08:45 83 29 315 166 67 22 260 105 575 271 I 09:00 55 24 49 29 09:15 49 27 42 21 09:30 48 37 40 15 09:45 50 24 202 112 48 21 179 86 381 198 10:00 54 23 33 17 10:15 71 19 50 15 10:30 61 15 51 16 10:45 63 18 249 75 50 10 184 58 433 133 I 11:00 51 12 48 12 11:15 69 12 65 13 11:30 59 24 41 12 11:45 66 8 245 56 36 9 1_90 46 435 102 Total 1586 2929 1300 2203 2886 5132 Percent 35.1% 64.9% 37.1% 62.9% 36.0% 6400/. Grand 1586 2929 1300 2203 2886 5132 Total Percent 35.1% 64.9% 37.1% 62.9% 36.0% 64.0% ADT ADT 8,018 AADT 8,018 City Traffic Counters Page 1 www.ctcounters.com 9th Street Btwn H Street&Sierra Way Start 11-Feb-16 West HourTotals East HourTotals Combined Totals Time Thu Morninq Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 93 11 74 12:15 7 93 12 72 12:30 6 84 10 94 12:45 6 79 37 349 7 93 40 333 77 682 01:00 8 102 8 92 01:15 8 97 5 95 01:30 5 94 6 84 01:45 6 115 27 408 6 83 25 354 52 762 02:00 6 76 9 63 02:15 5 85 6 102 02:30 4 107 3 78 02:45 4 124 19 392 5 116 23 359 42 751 03:00 6 114 8 107 03:15 13 107 3 101 03:30 10 124 6 136 03:45 13 110 42 455 4 112 21 456 63 911 04:00 11 112 6 112 04:15 20 113 9 128 04:30 17 101 10 109 04:45 20 115 68 441 6 123 31 472 99 913 05:00 17 130 13 100 05:15 28 135 17 120 05:30 29 120 29 91 05:45 38 113 112 498 30 111 89 422 201 920 06:00 34 114 16 112 06:15 49 83 29 77 06:30 55 90 36 80 06:45 49 88 187 375 47 72 128 341 315 716 07:00 63 60 77 54 07:15 77 53 95 54 07:30 72 54 85 46 07:45 61 40 273 207 103 44 360 198 633 405 I�r 08:00 73 54 95 55 08:15 75 52 92 40 08:30 77 42 99 44 08:45 83 37 308 185 107 37 393 176 701 361 09:00 59 34 86 42 09:15 56 47 65 32 09:30 63 36 59 32 09:45 63 32 241 149 78 30 288 136 529 285 10:00 86 20 61 24 10:15 81 20 83 22 10:30 64 22 76 11 10:45 66 25 297 87 88 18 308 75 605 162 11:00 64 19 70 20 11:15 87 19 67 18 11:30 84 20 78 20 11:45 87 14 322 72 73 20 288 78 610 150 Total 1933 3618 1994 3400 3927 7018 Percent 34.8% 65.2% 37.0% 63.0% 35.90/. 64.10/. Grand 1933 3618 1994 3400 3927 7018 Total Percent 34.8% 65.2% 37.0% 63.0% 35.9% 64.1% ADT ADT 10,945 AADT 10,945 City Traffic Counters Page 1 www.ctcounters.com 9th Street Btwn Sierra Way&Waterman Ave Start 11-Feb-16 East Hour Totals West Hour Totals Combined Totals _Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon 12:00 7 124 12 123 12:15 8 131 7 114 12:30 11 136 8 111 12:45 5 123 31 514 6 131 33 479 64 993 01:00 8 143 19 115 01:15 4 133 4 134 01:30 4 121 5 141 01:45 6 117 22 514 3 131 31 521 53 1035 02:00 9 105 10 107 02:15 11 129 7 121 02:30 5 136 5 154 02:45 6 151 31 521 7 167 29 549 60 1070 03:00 6 130 7 150 03:15 13 126 15 126 03:30 5 176 12 165 03:45 12 144 36 576 16 136 50 577 86 1153 04:00 6 147 17 138 04:15 7 151 12 154 04:30 11 158 21 134 04:45 6 180 30 636 26 150 76 576 106 1212 05:00 19 159 29 145 05:15 22 179 27 188 05:30 35 130 30 173 05:45 37 144 113 612 46 142 132 648 245 1260 06:00 21 157 51 163 06:15 39 136 50 123 06:30 41 122 60 170 06:45 53 95 154 510 58 101 219 557 373 1067 07:00 89 108 99 104 07:15 118 76 107 88 07:30 116 86 118 96 07:45 126 67 449 337 89 72 413 360 862 697 08:00 109 62 107 82 08:15 109 65 101 67 08:30 132 53 122 57 08:45 115 64 465 244 103 65 433 271 898 515 09:00 76 67 76 61 09:15 90 47 98 67 09:30 82 44 90 61 09:45 86 32 334 190 86 41 350 230 684 420 10:00 119 24 104 43 10:15 110 28 106 25 10:30 93 26 103 21 10:45 99 15 421 93 99 34 412 123 833 216 11:00 88 20 107 28 11:15 114 20 113 19 11:30 87 9 111 20 11:45 121 12 410 61 108 18 439 85 849 146 Total 2496 4808 2617 4976 5113 9784 Percent 34.2% 65.8% 34.5% 65.5% 34.3% 65.7% Grand 2496 4808 2617 4976 5113 9784 Total Percent 34.2% 65.8% 34.5% 65.5% 34.3% 65.7% ADT ADT 14,897 AADT 14,897 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com 9th Street Btwn Waterman Ave&Preston St Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 12 123 10 119 12:15 10 129 10 123 12:30 3 118 12 124 12:45 10 126 35 496 9 140 41 506 76 1002 01:00 10 116 16 134 01:15 8 136 6 115 01:30 5 118 12 124 01:45 6 117 29 487 3 109 37 482 66 969 02:00 9 119 13 111 02:15 5 108 8 130 02:30 4 138 7 130 02:45 4 146 22 511 2 135 30 506 52 1017 03:00 9 126 9 155 03:15 14 112 8 158 M 03:30 12 184 4 163 03:45 13 169 48 591 2 139 23 615 71 1206 04:00 19 121 6 142 04:15 19 139 7 164 04:30 24 93 14 172 04:45 26 122 88 475 10 174 37 652 125 1127 05:00 37 113 22 162 I 05:15 25 116 29 152 05:30 32 142 28 137 05:45 41 132 135 503 44 156 123 607 258 1110 06:00 54 126 22 160 06:15 59 94 45 186 06:30 58 140 33 142 06:45 72 94 243 454 44 130 144 618 387 1072 07:00 84 76 79 109 07:15 126 76 116 84 07:30 142 57 136 92 07:45 108 52 460 261 124 82 455 367 915 628 08:00 109 60 92 76 08:15 100 37 90 72 08:30 131 55 106 68 08:45 137 44 477 196 122 66 410 282 887 478 09:00 88 35 79 67 09:15 108 56 102 47 09:30 96 38 70 56 09:45 94 36 386 165 76 55 327 225 713 390 10:00 114 34 93 46 10:15 102 20 88 24 10:30 106 20 94 31 10:45 107 25 429 99 104 22 379 123 808 222 11:00 110 29 94 24 11:15 98 14 109 25 11:30 108 14 102 13 11:45 98 11 414 68 94 18 399 80 813 148 Total 2766 4306 2405 5063 5171 9369 Percent 39.1% 60.9% 32.2% 67.81/. 35.61/. —64.4% Grand 2766 4306 2405 5063 5171 9369 Total Percent 39.1% 60.9% 32.2% 67.8% 35.6% 64.4% ADT ADT 14,540 AADT 14,540 City Traffic Counters Page 1 www.ctcounters.com 21 st Street Btwn Waterman Ave & Perris Hill Park Rd Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 69 7 50 12:15 5 60 7 47 12:30 4 65 13 63 12:45 4 65 21 259 4 55 31 215 52 474 01:00 5 54 3 65 01:15 6 59 1 43 01:30 3 64 3 41 01:45 5 84 19 261 4 45 11 194 30 455 02:00 5 76 5 39 02:15 4 58 5 64 02:30 3 110 1 79 02:45 3 126 15 370 5 72 16 254 31 624 03:00 4 85 2 73 03:15 7 70 10 67 03:30 5 95 7 59 03:45 4 90 20 340 3 71 22 270 42 610 04:00 11 86 2 83 04:15 11 69 5 79 04:30 9 109 9 86 04:45 10 71 41 335 8 93 24 341 65 676 05:00 14 115 7 79 05:15 17 89 12 98 05:30 19 107 7 93 05:45 25 79 75 390 13 64 39 334 114 724 06:00 21 89 11 74 06:15 24 64 9 66 06:30 24 60 28 53 06:45 53 66 122 279 53 57 101 250 223 529 07:00 82 55 88 51 07:15 143 46 93 45 07:30 122 35 78 44 07:45 75 36 422 172 72 26 331 166 753 338 Ow 08:00 69 64 51 36 08:15 54 37 70 41 08:30 67 40 72 33 08:45 84 43 274 184 58 34 251 144 525 328 09:00 51 27 37 28 09:15 42 35 50 28 09:30 54 32 50 24 09:45 40 22 187 116 46 24 183 104 370 220 10:00 42 23 33 25 10:15 46 17 37 25 10:30 58 12 44 17 10:45 52 23 198 75 39 10 153 77 351 152 11:00 66 17 44 14 11:15 72 17 54 12 11:30 70 12 73 18 11:45 76 7 284 53 53 13 224 57 508 110 Total 1678 2834 1386 2406 3064 5240 Percent 37.2% 62.8% 36.6% 63.4% 36.9% 63.1% Grand 1678 2834 1386 2406 3064 5240 Total Percent 37.2% 62.8% 36.6% 63.4% 36.9% 63.1% ADT ADT 8,304 AADT 8,304 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com 27th Street Btwn Mt Vernon Ave&G Street Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 28 5 40 12:15 2 16 3 20 12:30 0 32 0 38 12:45 1 20 7 96 1 27 9 125 16 221 01:00 3 24 0 35 01:15 0 14 0 32 01:30 0 28 0 42 01:45 1 28 4 94 0 44 0 153 4 247 02:00 3 30 3 36 02:15 1 22 3 38 02:30 0 37 2 41 02:45 2 26 6 115 2 39 10 154 16 269 03:00 0 26 2 34 03:15 0 30 0 30 03:30 1 36 1 56 03:45 1 29 2 121 2 47 5 167 7 288 04:00 0 28 1 34 04:15 3 24 4 42 04:30 0 38 3 43 04:45 4 34 7 124 2 45 10 164 17 288 05:00 5 30 5 35 05:15 2 28 10 44 05:30 3 34 4 56 05:45 2 26 12 118 3 35 22 170 34 288 06:00 5 33 5 34 06:15 6 26 7 44 06:30 9 23 16 32 06:45 13 26 33 108 18 31 46 141 79 249 07:00 24 16 34 24 07:15 32 14 30 26 07:30 23 19 40 24 07:45 20 22 99 71 32 26 136 100 235 171 08:00 20 18 32 14 08:15 36 9 38 20 08:30 25 16 60 23 08:45 26 10 107 53 48 22 178 79 285 132 09:00 13 11 23 12 09:15 18 4 24 8 09:30 14 9 26 16 09:45 25 4 70 28 27 8 100 44 170 72 10:00 14 4 18 11 10:15 24 7 35 10 10:30 16 6 26 10 10:45 18 8 72 25 32 8 111 39 183 64 11:00 14 6 22 6 11:15 25 5 23 7 11:30 16 3 25 4 11:45 10 4 65 18 14 5 84 22 149 40 Total 484 971 711 1358 1195 2329 Percent 33.3% 66.7% 34.4% 65.60/. _ 33.9% 66.1% Grand 484 971 711 1358 1195 2329 Total Percent 33.3% 66.7% 34.4% 65.6% 33.9% 66.1% ADT ADT 3,524 AADT 3,524 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com 30th Street Btwn Little Mountain Dr&Valencia Ave Start 09-Mar-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 82 19 79 12:15 11 66 20 78 12:30 6 74 7 76 12:45 7 65 36 287 12 69 58 302 94 589 01:00 8 59 17 66 01:15 10 68 5 76 01:30 4 66 11 87 01:45 12 65 34 258 5 78 38 307 72 565 02:00 9 90 10 92 02:15 7 81 6 104 02:30 7 89 6 104 02:45 7 82 30 342 12 124 34 424 64 766 03:00 8 93 6 140 03:15 12 85 3 137 03:30 14 110 7 130 03:45 14 98 48 386 6 165 22 572 70 958 04:00 12 96 2 140 04:15 26 73 9 165 04:30 36 84 12 158 04:45 36 82 110 335 13 133 36 596 146 931 05:00 36 92 10 133 05:15 41 96 10 169 05:30 42 101 14 161 05:45 38 106 157 395 22 160 56 623 213 1018 06:00 47 95 29 162 06:15 49 78 20 144 06:30 84 86 34 141 06:45 89 82 269 341 46 110 129 557 398 898 07:00 102 58 47 84 07:15 119 50 76 80 07:30 122 49 96 80 07:45 120 56 463 213 94 72 313 316 776 529 08:00 85 54 85 86 08:15 86 48 85 72 08:30 100 54 86 76 08:45 86 58 357 214 90 60 346 294 703 508 09:00 62 89 59 60 09:15 59 54 62 54 09:30 70 47 58 50 09:45 52 30 243 220 67 48 246 212 489 432 10:00 60 27 67 40 10:15 63 28 58 32 10:30 52 30 66 32 10:45 56 18 231 103 68 26 259 130 490 233 11:00 62 13 60 26 11:15 72 13 64 24 11:30 64 10 74 18 11:45 64 9 262 45 74 20 272 88 534 133 Total 2240 3139 1809 4421 4049 7560 Percent 41.6% _58.4% 29.0% 71.0% 34.9% 65.1% Grand 2240 3139 1809 4421 4049 7560 Total Percent 41.6% 58.4% 29.0% 71.0% 34.9% 65.1% ADT ADT 11,609 AADT 11,609 City Traffic Counters Page 1 www.ctcounters.com 40th Street Btwn Kendall Dr& Electric Ave Start 02-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Mominq Afternoon Morninq Afternoon Morning Afternoon 12:00 15 100 12 70 12:15 13 108 10 92 12:30 12 99 14 87 12:45 10 94 50 401 5 76 41 325 91 726 01:00 12 96 7 55 01:15 6 113 5 86 01:30 2 100 7 76 01:45 5 113 25 422 4 87 23 304 48 726 02:00 6 137 6 73 02:15 9 144 3 120 02:30 4 124 1 110 02:45 4 132 23 537 1 120 11 423 34 960 03:00 7 130 3 98 03:15 6 136 4 105 03:30 14 141 2 113 03:45 5 147 32 554 3 122 12 438 44 992 04:00 6 118 2 101 04:15 16 148 10 113 04:30 13 168 4 93 04:45 15 121 50 555 5 113 21 420 71 975 05:00 13 141 6 85 05:15 13 155 13 104 05:30 37 158 22 101 05:45 33 141 96 595 8 103 49 393 145 988 06:00 17 142 15 97 06:15 27 115 24 84 06:30 56 108 28 100 06:45 55 128 155 493 37 55 104 336 259 829 07:00 114 105 51 73 07:15 161 96 54 51 MI* 07:30 103 88 92 51 07:45 88 74 466 363 69 59 266 234 732 597 08:00 85 74 54 59 08:15 103 80 64 47 08:30 113 70 58 34 08:45 108 63 409 287 81 56 257 196 666 483 09:00 92 59 63 47 09:15 80 42 62 47 ( 09:30 95 45 52 31 09:45 80 35 347 181 59 33 236 158 583 339 10:00 82 53 76 32 10:15 95 31 68 35 10:30 88 35 56 21 10:45 85 32 350 151 75 30 275 118 625 269 11:00 116 25 65 25 11:15 110 22 67 17 11:30 113 16 69 9 11:45 139 18 478 81 79 16 280 67 758 148 Total 2481 4620 1575 3412 4056 8032 Percent 34.9% 65.1% 31.6% 68.4% 33.6% 66.40/. Grand 2481 4620 1575 3412 4056 8032 Total Percent 34.9% 65.1% 31.6% 68.4% 33.6% 66.4% ADT ADT 12,088 AADT 12,088 City Traffic Counters Page 1 www.ctcounters.com 40th Street Btwn Electric Ave &Waterman Ave Start 02-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon 12:00 33 167 18 144 12:15 20 141 21 131 12:30 23 154 9 114 12:45 15 156 91 618 20 126 68 515 159 1133 01:00 22 164 15 163 01:15 15 143 8 171 01:30 18 188 11 148 01:45 10 166 65 661 14 131 48 613 113 1274 02:00 13 193 13 158 02:15 7 181 11 147 02:30 12 223 6 174 02:45 11 179 43 776 9 204 39 683 82 1459 03:00 9 212 6 183 03:15 7 199 11 171 03:30 8 169 13 184 03:45 6 212 30 792 13 184 43 722 73 1514 04:00 9 173 15 214 1 04:15 9 181 17 176 04:30 14 169 21 182 04:45 21 209 53 732 15 180 68 752 121 1484 05:00 17 194 23 174 05:15 19 218 31 207 05:30 14 212 47 226 05:45 26 211 76 835 38 207 139 814 215 1649 06:00 40 186 40 222 06:15 60 180 65 189 06:30 65 196 74 177 06:45 118 164 283 726 90 161 269 749 552 1475 07:00 184 151 119 151 07:15 176 132 127 148 07:30 183 135 135 121 07:45 173 126 716 544 118 122 499 542 1215 1086 08:00 145 111 101 118 08:15 144 137 133 114 08:30 169 116 124 94 08:45 176 115 634 479 143 90 501 416 1135 895 09:00 152 96 104 83 09:15 155 91 103 80 09:30 149 100 102 104 09:45 158 68 614 355 102 82 411 349 1025 704 10:00 130 65 101 52 10:15 125 54 115 46 10:30 118 52 84 35 10:45 149 50 522 221 91 70 391 203 913 424 11:00 146 44 109 42 11:15 163 46 88 39 11:30 161 42 139 20 11:45 172 28 642 160 149 29 485 130 1127 290 Total 3769 6899 2961 6488 6730 13387 Percent 35.3% 64.7% 31.3% 68.7% 33.5% 66.5%_ Grand 3769 6899 2961 6488 6730 13387 Total Percent 35.3% 64.7% 31.3% 68.7% 33.5% 66.5% ADT ADT 20,117 AADT 20,117 City Traffic Counters Page 1 www.ctcounters.com 40th Street Btwn Waterman Ave&Golden Ave Start 02-Feb-16 East Hour Totals West HourTotals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 70 5 30 12:15 7 82 5 36 12:30 5 56 1 53 12:45 4 56 32 264 5 27 16 146 48 410 01:00 6 85 1 38 01:15 5 66 3 30 01:30 5 80 2 49 01:45 6 61 22 292 1 36 7 153 29 445 02:00 1 79 4 52 02:15 4 85 2 58 02:30 3 86 2 69 02:45 2 109 10 359 3 53 11 232 21 591 03:00 3 98 6 54 03:15 2 88 1 70 03:30 4 118 0 52 03:45 3 116 12 420 1 57 8 233 20 653 04:00 2 103 5 43 04:15 4 100 4 40 04:30 4 108 6 50 04:45 3 129 13 440 10 41 25 174 38 614 05:00 7 91 7 75 05:15 2 136 8 42 05:30 8 101 12 64 05:45 7 142 24 470 17 49 44 230 68 700 06:00 16 120 22 66 06:15 14 101 28 48 06:30 22 100 28 43 06:45 38 82 90 403 53 42 131 199 221 602 07:00 58 84 78 33 07:15 76 59 69 23 07:30 71 63 64 17 07:45 65 72 270 278 50 21 261 94 531 372 08:00 70 64 54 30 08:15 74 67 53 29 08:30 73 60 74 17 08:45 91 46 308 237 45 14 226 90 534 327 09:00 65 51 34 18 09:15 40 48 41 18 09:30 58 56 39 18 09:45 54 40 217 195 47 16 161 70 378 265 10:00 51 28 21 6 10:15 69 30 18 12 10:30 38 22 23 21 10:45 39 23 197 103 44 5 106 44 303 147 11:00 58 20 37 6 11:15 36 16 48 9 11:30 53 11 33 3 11:45 66 16 213 63 34 13 152 31 365 94 Total 1408 3524 1148 1696 2556 5220 Percent 28.5% 71.5% 40.4% 59.6% 32.9% 67.1% Grand 1408 3524 1148 1696 2556 5220 Total Percent 28.5% 71.5% 40.4% 59.6% 32.9% 67.1% ADT ADT 7,776 AADT 7,776 City Traffic Counters Page 1 www.ctcounters.com 40th Street Btwn Golden Ave& Mountain Ave Start 02-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 12 44 4 25 12:15 5 50 1 18 12:30 4 60 3 12 12:45 2 55 23 209 2 16 10 71 33 280 01:00 6 57 2 20 01:15 4 44 1 13 01:30 2 60 3 27 01:45 3 46 15 207 0 21 6 81 21 288 02:00 2 57 1 33 02:15 1 53 0 31 02:30 6 73 0 29 02:45 1 71 10 254 1 20 2 113 12 367 03:00 2 55 2 31 03:15 3 54 1 37 03:30 4 78 1 37 03.45 1 70 10 257 0 46 4 151 14 408 04:00 2 79 0 24 i 04:15 2 75 0 25 04:30 3 73 1 28 04:45 1 73 8 300 1 21 2 98 10 398 05:00 2 66 0 47 05:15 1 69 1 25 05:30 8 61 6 49 05:45 3 87 14 283 6 21 13 142 27 425 06:00 17 75 6 26 06:15 16 69 12 24 06:30 21 56 12 22 06:45 31 73 85 273 32 13 62 85 147 358 07:00 50 50 27 15 07:15 66 38 24 17 07:30 55 42 34 9 07:45 53 31 224 161 25 18 110 59 334 220 08:00 46 43 22 18 08:15 53 37 29 22 08:30 63 36 30 10 08:45 66 30 228 146 22 9 103 59 331 205 09:00 46 31 15 9 09:15 30 25 24 14 09:30 36 40 16 7 09:45 36 27 148 123 19 12 74 42 222 165 10:00 32 13 5 6 10:15 40 20 13 7 10:30 32 16 9 9 10:45 30 18 134 67 23 2 50 24 184 91 11:00 34 14 26 5 11:15 32 13 14 5 11:30 36 6 10 3 11:45 42 9 144 42 25 7 75 20 219 62 Total 1043 2322 511 945 1554 3267 Percent 31.0% 69.0% 35.1% 64.9% 32.2% 67.8% Grand 1043 2322 511 945 1554 3267 Total Percent 31.0% 69.0% 35.1% 64.9% 32.2% 67.8% ADT ADT 4,821 AADT 4,821 City Traffic Counters Page 1 www.ctcounters.com 48th Street Btwn Kendall Dr& Electric Ave Start 02-Feb-16 West Hour Totals East HourTotals Combined Totals Time Tue Momino Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 43 8 25 12:15 4 39 4 30 12:30 2 36 3 28 12:45 2 23 13 141 0 30 15 113 28 254 01:00 1 26 2 32 01:15 4 39 0 24 01:30 1 38 1 31 01:45 0 46 6 149 1 26 4 113 10 262 02:00 2 52 2 26 02:15 0 62 1 32 02:30 1 139 3 44 02:45 1 91 4 344 0 97 6 199 10 543 03:00 3 57 3 54 03:15 1 40 3 48 03:30 4 98 5 57 03:45 2 61 10 256 0 63 11 222 21 478 04:00 1 49 4 35 -- 04:15 2 48 3 46 04:30 6 51 3 48 04:45 2 51 11 199 3 41 13 170 24 369 05:00 6 46 4 53 05:15 5 69 4 68 05:30 5 56 2 52 05:45 12 74 28 245 8 51 18 224 46 469 06.00 15 35 5 54 06:15 24 31 23 24 06:30 18 30 24 31 06:45 54 40 111 136 28 27 80 136 191 272 07:00 110 40 67 39 07:15 168 50 101 31 07:30 92 25 102 26 07:45 101 25 471 140 44 33 314 129 785 269 08:00 52 19 31 30 08:15 74 25 44 23 08:30 71 37 63 20 08:45 71 12 268 93 38 16 176 89 444 182 09:00 31 16 22 13 09:15 33 18 27 24 09:30 24 16 18 16 ,. 09:45 20 14 108 64 11 18 78 71 186 135 10:00 28 4 20 13 10:15 27 9 11 9 10:30 11 7 18 8 10:45 21 9 87 29 22 13 71 43 158 72 11:00 26 5 17 8 11:15 30 9 17 9 11:30 23 1 24 3 11:45 35 3 114 18 24 4 82 24 196 42 Total 1231 1814 868 1533 2099 3347 Percent 40.4% _59.6% 36.2% 63.8% 38.5% 61.5% Grand 1231 1814 868 1533 2099 3347 Total Percent 40.4% 59.6% 36.2% 63.8% 38.5% 61.5% ADT ADT 5,446 AADT 5,446 City Traffic Counters Page 1 www.ctcounters.com Arden Ave Btwn Pacific St&Highland Ave Start 04-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Mornin Afternoon Morning Afternoon Mornin Afternoon Morning Afternoon Mornin Afternoon _ 12:00 10 64 7 34 12:15 8 48 12 52 12:30 8 50 5 55 12:45 4 47 30 209 4 44 28 185 58 394 01:00 6 46 5 49 01:15 1 64 9 53 01:30 3 46 6 48 01:45 8 65 18 221 2 54 22 204 40 425 02:00 6 69 6 76 02:15 6 66 3 107 02:30 3 128 5 109 02:45 2 137 17 400 5 65 19 357 36 757 03:00 12 108 7 75 03:15 5 120 1 79 03:30 18 106 4 139 03:45 28 95 63 429 0 108 12 401 75 830 04:00 18 92 0 96 04:15 17 72 2 95 04:30 25 73 2 77 04:45 21 90 81 327 1 82 5 350 86 677 05:00 26 87 3 73 05:15 36 104 1 117 05:30 40 109 4 99 05:45 48 94 150 394 12 111 20 400 170 794 06.00 37 75 4 90 06:15 51 57 13 78 06:30 45 69 20 73 06:45 81 51 214 252 23 63 60 304 274 556 07:00 114 42 71 53 07:15 223 36 149 69 07:30 156 42 97 45 07:45 77 52 570 172 41 50 358 217 928 389 08:00 76 47 47 36 08:15 109 68 84 39 08:30 124 59 88 38 08:45 94 43 403 217 84 39 303 152 706 369 09:00 44 53 43 30 09:15 54 28 38 30 09:30 50 24 40 21 a, 09:45 41 32 189 137 43 26 164 107 353 244 10:00 46 29 27 31 10:15 28 17 32 28 10:30 43 16 40 20 10:45 45 25 162 87 37 20 136 99 298 186 11:00 51 16 40 7 11:15 57 22 48 11 11:30 49 7 45 14 11:45 43 12 200 57 37 14 170 46 370 103 Total 2097 2902 1297 2822 3394 5724 Percent 41.9% 58.1% 31.5% 68.5% 37.2% 62.8% Grand Total 2097 2902 1297 2822 3394 5724 Percent 41.9% 58,1% 31.5% 68.5% 37.2% 62.8% ADT ADT 9,118 AADT 9,118 City Traffic Counters Page 1 www.ctcounters.com Arrowhead Ave Btwn Esperanza St& Rialto Ave Start 23-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Mominq Afternoon Morning Afternoon Morning Afternoon 12:00 5 75 5 87 12:15 5 87 1 74 12:30 5 89 4 77 12:45 5 85 20 336 2 61 12 299 32 635 01:00 4 95 2 75 01:15 2 97 2 85 01:30 3 79 5 67 01:45 1 74 10 345 4 62 13 289 23 634 ' 02:00 7 70 4 54 02:15 3 79 14 54 02:30 5 70 4 54 02:45 1 98 16 317 3 62 25 224 41 541 03:00 4 112 2 63 03:15 1 79 1 66 03:30 0 97 3 66 03:45 2 85 7 373 7 59 13 254 20 627 04:00 3 87 0 87 04:15 1 71 6 60 04:30 4 65 6 81 .rc 04:45 4 62 12 285 9 57 21 285 33 570 05:00 7 94 7 89 05:15 8 75 9 51 05:30 8 60 9 59 05:45 10 63 33 292 25 47 50 246 83 538 06:00 8 40 17 57 06:15 8 36 20 34 06:30 23 25 36 21 06:45 35 24 74 125 31 19 104 131 178 256 07:00 36 17 37 9 07:15 47 22 39 13 07:30 63 13 73 9 07:45 83 12 229 64 80 10 229 41 458 105 08:00 83 18 54 10 08:15 52 8 37 18 08:30 55 14 44 11 08:45 50 12 240 52 70 17 205 56 445 108 09:00 52 8 51 8 09:15 40 5 52 13 09:30 51 15 52 9 09:45 47 9 190 37 64 5 219 35 409 72 10:00 55 5 47 3 10:15 52 7 59 2 10:30 47 8 47 10 10:45 58 6 212 26 56 2 209 17 421 43 11:00 65 3 61 7 11:15 62 3 67 1 11:30 76 6 57 4 11:45 66 1 269 13 87 1 272 13 541 26 Total 1312 2265 1372 1890 2684 4155 Percent 36.7% 63.3% 57.9% _ 39.2% 60.8% Grand 1312 2265 1372 1890 2684 4155 Total Percent 36.7% 63.3% 42.1% 57.9% 39.2% 60.8% ADT ADT 6,839 AADT 6,839 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Arrowhead Ave Btwn 7th St&Highland Ave Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Mornino Afternoon 12:00 3 34 4 79 12:15 0 38 2 72 12:30 4 38 6 69 12:45 4 56 11 166 3 82 15 302 26 468 01:00 2 51 3 88 01:15 4 48 2 68 01:30 2 49 2 68 01:45 1 31 9 179 1 80 8 304 17 483 02:00 3 42 3 94 02:15 2 46 4 86 1 02:30 0 48 6 86 02:45 3 58 8 194 3 87 16 353 24 547 03:00 0 62 3 93 03:15 0 50 3 96 03:30 5 47 3 92 03:45 0 50 5 209 2 93 11 374 16 583 04:00 2 51 6 89 04:15 6 48 8 110 04:30 2 48 4 78 04:45 4 50 14 197 2 84 20 361 34 558 05:00 4 50 3 112 05:15 10 47 10 101 05:30 6 52 8 106 05:45 12 60 32 209 8 96 29 415 61 624 06:00 8 54 5 82 06:15 11 48 12 78 06:30 20 36 11 64 06:45 32 28 71 166 26 48 54 272 125 438 07:00 30 42 37 50 07:15 48 33 64 46 it 07:30 62 32 41 32 07:45 86 19 226 126 48 47 190 175 416 301 08:00 40 29 56 43 08:15 47 24 64 52 08:30 34 19 46 23 08:45 40 17 161 89 61 39 227 157 388 246 09:00 37 14 54 45 09:15 43 23 52 32 09:30 50 16 49 26 09:45 44 10 174 63 63 13 218 116 392 179 10:00 48 13 70 20 10:15 63 17 73 10 10:30 52 5 64 15 10:45 42 6 205 41 68 12 275 57 480 98 11:00 44 5 79 12 11:15 42 2 80 6 11:30 52 2 77 12 11:45 42 6 180 15 58 14 294 44 474 59 Total 1096 1654 1357 2930 2453 4584 Percent 39.9% 60.1% 31.7% 68.3% 34.9% 65.1% Grand 1096 1654 1357 2930 2453 4584 Total Percent 39.9% 60.1% 31.7% 68.3% 34.9% 65.1% ADT ADT 7,037 AADT 7,037 i 1 City Traffic Counters Page 1 www.ctcounters.com Arrowhead Ave Btwn Highland Ave& Kendall Dr Start 23-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 12 3 19 12:15 3 14 4 30 12:30 1 26 3 20 12:45 1 19 7 71 2 28 12 97 19 168 01:00 0 25 0 38 01:15 1 21 1 26 01:30 1 24 1 21 01:45 1 23 3 93 1 28 3 113 6 206 02:00 1 16 3 32 02:15 1 19 0 27 02:30 3 17 1 31 02:45 2 25 7 77 1 43 5 133 12 210 03:00 2 20 1 44 03:15 3 21 0 32 03:30 2 19 0 36 03:45 6 19 13 79 4 32 5 144 18 223 04:00 5 24 2 37 04:15 4 18 4 37 04:30 11 20 0 36 04:45 5 16 25 78 0 55 6 165 31 243 05:00 9 17 2 59 05:15 8 17 2 48 05:30 9 19 1 47 05:45 16 18 42 71 2 53 7 207 49 278 06:00 18 22 4 39 06:15 16 19 5 32 06:30 22 24 8 32 06:45 33 6 89 71 9 31 26 134 115 205 07:00 41 17 16 22 07:15 43 10 23 27 ' 07:30 52 9 15 19 07:45 45 18 181 54 26 19 80 87 261 141 08:00 27 14 15 15 08:15 31 10 21 17 08:30 37 9 20 16 08:45 31 6 126 39 17 9 73 57 199 96 09:00 28 6 17 8 09:15 16 7 12 8 09:30 19 10 14 9 09:45 17 3 80 26 19 13 62 38 142 64 10:00 20 7 15 8 10:15 12 2 18 13 10:30 16 1 17 4 10:45 14 3 62 13 19 6 69 31 131 44 11:00 21 2 20 4 11:15 17 0 20 4 11:30 18 0 19 9 11:45 15 0 71 2 25 6 84 23 155 25 ' Total 706 674 432 1229 1138 1903 Percent 51.2% 48.8% 26.0% 74.0% 37.4% 62.6% Grand 706 674 432 1229 1138 1903 Total Percent 51.2% 48.8% 26.0% 74.0% 37.4% 62.6% ADT ADT 3,041 AADT 3,041 City Traffic Counters Page 1 www.ctcounters.com Atlantic Ave Btwn Palm Ave&Cienega Court Start 04-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 17 0 25 12:15 1 30 2 20 12:30 0 37 1 32 12:45 0 33 3 117 3 25 6 102 9 219 01:00 1 23 1 33 01:15 1 21 0 26 01:30 4 18 2 22 01:45 0 31 6 93 0 28 3 109 9 202 02:00 1 31 3 36 02:15 3 31 2 27 02:30 3 14 2 29 02:45 3 26 10 102 0 26 7 118 17 220 03:00 1 20 1 34 03:15 0 24 0 25 03:30 2 41 0 32 03:45 1 27 4 112 3 36 4 127 8 239 04:00 2 26 3 32 04:15 2 20 0 29 04:30 1 27 0 22 04:45 2 32 7 105 7 33 10 116 17 221 05:00 1 27 3 24 05:15 3 30 2 37 05:30 9 25 5 49 05:45 4 22 17 104 5 20 15 130 32 234 06:00 4 20 7 44 06:15 7 16 2 28 06:30 3 24 9 32 06:45 17 17 31 77 17 31 35 135 66 212 07:00 28 19 20 12 07:15 27 21 16 16 07:30 24 12 28 15 07:45 25 9 104 61 25 17 89 60 193 121 08:00 26 15 21 6 08:15 22 8 27 13 08:30 23 7 25 11 08:45 26 12 97 42 30 6 103 36 200 78 09:00 24 6 23 8 09:15 21 9 23 7 09:30 19 7 19 13 09:45 15 8 79 30 30 5 95 33 174 63 10:00 19 8 25 3 10:15 17 8 20 10 10:30 18 4 9 2 10:45 33 4 87 24 18 5 72 20 159 44 11:00 10 5 24 3 11:15 17 3 19 0 11.30 12 1 24 3 11:45 11 1 50 10 22 1 89 7 139 17 Total 495 877 528 993 1023 1870 Percent 36.1% 63.9% 34.7% 65.3% 35.4% 64.6% Grand 495 877 528 993 1023 1870 Total Percent 36.1% 63.9% 34.7% 65.3% 35.4% 64.6% ADT ADT 2,893 AADT 2,893 1 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Baseline St Btwn Meridian Ave&California St ' Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 102 10 118 12:15 19 111 18 82 12:30 14 113 11 85 12:45 7 114 54 440 16 109 55 394 109 834 01:00 17 101 11 86 01:15 9 146 11 92 01:30 4 100 2 95 01:45 6 114 36 461 7 92 31 365 67 826 02:00 9 126 6 103 02:15 7 114 6 115 02:30 14 109 8 119 02:45 7 118 37 467 5 122 25 459 62 926 03:00 6 125 9 129 ' 03:15 8 135 8 127 03:30 9 135 12 135 03:45 17 129 40 524 7 132 36 523 76 1047 04:00 21 130 7 121 04:15 13 129 8 139 04:30 30 131 10 128 04:45 26 111 90 501 18 121 43 509 133 1010 05:00 35 159 21 115 05:15 32 140 21 126 05:30 25 138 25 148 05:45 37 135 129 572 29 163 96 552 225 1124 06:00 30 133 27 153 06:15 40 131 30 121 06:30 49 111 33 133 06:45 49 104 168 479 45 94 135 501 303 980 07:00 71 95 81 93 07:15 79 102 93 101 07:30 80 85 110 90 07:45 108 71 338 353 122 89 406 373 744 726 08:00 104 74 107 81 08:15 98 75 115 91 08:30 71 67 94 64 08:45 91 81 364 297 99 66 415 302 779 599 09:00 86 85 92 64 09:15 93 72 88 69 09:30 87 49 80 59 09:45 87 47 353 253 78 53 338 245 691 498 10:00 84 54 78 55 10:15 94 42 82 48 10:30 96 37 90 39 10:45 108 46 382 179 68 37 318 179 700 358 11:00 99 35 93 34 11:15 99 29 93 29 11:30 99 29 102 25 11:45 122 24 419 117 74 18 362 106 781 223 Total 2410 4643 2260 4508 4670 9151 Percent 34.2% 65.8% 33.4% 66.6% 33.8% 66.21/o Grand 2410 4643 2260 4508 4670 9151 Total I ` Percent 34.2% 65.8% 33.4% 66.6% 33.8% 66.2% ADT ADT 13,821 AADT 13,821 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Baseline St Btwn California St& Medical Center Dr Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornina Afternoon Morning Afternoon Morninq Afternoon 12:00 19 130 10 104 ' 12:15 20 122 13 112 12:30 11 114 15 110 12:45 10 124 60 490 18 127 56 453 116 943 01:00 22 134 18 125 ' 01:15 7 136 12 112 01:30 9 110 2 106 01:45 6 121 44 501 9 99 41 442 85 943 02:00 9 133 7 151 02:15 7 135 8 115 02:30 13 146 6 103 02:45 7 153 36 567 11 162 32 531 68 1098 03:00 7 160 5 183 03:15 11 157 8 143 03:30 10 161 12 154 03:45 20 129 48 607 8 160 33 640 81 1247 04:00 17 152 11 149 04:15 15 151 7 149 04:30 27 153 10 146 ' 04:45 29 129 88 585 16 147 44 591 132 1176 05:00 34 187 24 139 05:15 37 139 28 145 05:30 27 139 33 174 05:45 38 162 136 627 23 173 108 631 244 1258 06:00 36 133 31 161 06:15 39 151 30 127 ' 06:30 50 116 40 136 06:45 53 116 178 516 47 109 148 533 326 1049 07:00 83 95 80 112 07:15 131 97 117 93 4L 07:30 158 93 146 98 07:45 150 64 522 349 151 99 494 402 1016 751 08:00 112 78 128 85 08:15 111 88 123 82 08:30 102 67 121 68 08:45 112 80 437 313 121 72 493 307 930 620 09:00 87 85 120 63 09:15 99 92 113 63 09:30 110 64 93 64 09:45 110 50 406 291 89 51 415 241 821 532 10:00 79 52 100 52 10:15 90 43 90 52 10:30 94 38 114 39 10:45 112 50 375 183 105 36 409 179 784 362 11:00 108 32 92 32 11:15 116 26 114 29 11:30 110 28 106 29 11:45 143 26 477 112 91 19 403 109 _ 880 221 Total 2807 5141 2676 5059 5483 10200 Percent 35.3% 64.7% 34.6% 65.4% 35.0% 65.0% Grand 2807 5141 2676 5059 5483 10200 ' Total Percent 35.3% 64.7% 34.6% 65.4% 35.0% 65.0% ADT ADT 15,683 AADT 15,683 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Baseline St Btwn Medical Center Dr&H Street Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon MorninQ Afternoon MorninQ Afternoon Morning Afternoon 12:00 34 169 27 160 12:15 40 175 39 139 12:30 32 213 26 155 12:45 36 196 142 753 19 180 111 634 253 1387 01:00 28 178 17 158 01:15 15 169 22 151 01:30 13 176 16 155 01:45 19 172 75 695 12 123 67 587 142 1282 02:00 18 185 13 145 02:15 19 176 12 160 02:30 13 167 11 159 02:45 18 200 68 728 16 144 52 608 120 1336 03:00 14 198 12 176 03:15 13 242 20 163 03:30 27 211 15 174 03:45 21 176 75 827 22 232 69 745 144 1572 04:00 23 217 46 188 04:15 16 211 25 205 04:30 30 224 25 198 ' 04:45 29 200 98 852 60 180 156 771 254 1623 05:00 37 206 46 170 05:15 29 201 57 159 05:30 31 184 66 183 05:45 30 182 127 773 71 200 240 712 367 1485 06:00 54 215 71 208 06:15 54 195 67 186 06:30 63 196 82 151 06:45 70 199 241 805 87 159 307 704 548 1509 ' 07:00 107 164 117 137 07:15 117 145 129 134 07:30 124 130 166 113 07:45 127 126 475 565 163 115 575 499 1050 1064 ' 08:00 137 138 163 104 08:15 151 111 159 106 08:30 155 107 145 103 08:45 171 132 614 488 144 85 611 398 1225 886 09:00 121 137 160 100 09:15 124 141 149 105 09:30 146 103 153 94 09:45 143 88 534 469 114 99 576 398 1110 867 10:00 149 96 148 75 10:15 139 78 131 59 10:30 153 80 132 58 10:45 154 75 595 329 146 68 557 260 1152 589 11:00 132 54 156 39 11:15 146 49 137 45 11:30 155 56 141 40 11:45 170 48 603 207 152 40 586 164 1189 371 Total 3647 7491 3907 6480 7554 13971 Percent 32.7% 67.3% 37.6% 62.4% 35.1% 64.9% Grand Total 3647 7491 3907 6480 7554 13971 ' Percent 32.7% 67.3% 37.6% 62.4% 35.1% 64.9% ADT ADT 21,525 AADT 21,525 City Traffic Counters Page 1 www.ctcounters.com Baseline St ' Btwn Sierra Way&Del Rosa Ave Start 09-Mar-16 West Hour Totals East Hour Totals Combined Totals ' Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 135 28 143 12:15 20 164 25 174 12:30 13 145 27 156 12:45 22 164 71 608 13 170 93 643 164 1251 01:00 10 148 17 159 01:15 13 127 17 136 01:30 11 145 16 144 01:45 15 148 49 568 26 145 76 584 125 1152 ' 02:00 15 123 16 165 02:15 11 156 17 163 02:30 7 159 13 170 02:45 8 168 41 606 15 172 61 670 102 1276 03:00 22 148 13 174 ' 03:15 10 172 12 178 03:30 18 170 10 197 03:45 26 179 76 669 13 224 48 773 124 1442 04:00 9 140 18 194 ' 04:15 29 162 17 205 04:30 27 163 19 206 04:45 42 137 107 602 35 207 89 812 196 1414 05:00 36 152 27 204 05:15 42 175 25 204 05:30 69 156 21 200 05:45 56 160 203 643 42 178 115 786 318 1429 06:00 49 127 23 170 06:15 64 128 38 172 06:30 71 129 31 162 06:45 77 105 261 489 51 144 143 648 404 1137 07:00 114 114 78 138 07:15 143 113 124 121 ' 07:30 188 107 101 107 07:45 150 95 595 429 102 91 405 457 1000 886 08:00 144 66 86 109 08:15 126 79 121 92 08:30 148 67 130 99 ' 08:45 153 79 571 291 127 95 464 395 1035 686 09:00 116 72 132 104 09:15 117 67 115 77 09:30 137 48 99 64 09:45 139 57 509 244 114 66 460 311 969 555 10:00 121 54 123 70 10:15 139 41 122 47 10:30 152 46 128 54 10:45 121 43 533 184 144 47 517 218 1050 402 11:00 152 32 157 43 11:15 135 26 150 49 11:30 136 29 141 26 11:45 139 13 562 100 131 25 579 143 1141 243 ' Total 3578 5433 3050 6440 6628 11873 Percent 39.7% 60.3% 32.1% 67.9% 35.8% 64.2% Grand 3578 5433 3050 6440 6628 11873 Total ' Percent 39.7% 60.3% 32.1% 67.9% 35.8% 64.2% ADT ADT 18,501 AADT 18,501 1 City Traffic Counters Page 1 www.ctcounters.com California St ' Btwn Baseline St&Cajon Blvd Start 10-Mar-16 South Hour Totals North Hour Totals Combined Totals ' Time Thu Morning Afternoon Morning Afternoon Momin Afternoon Morning Afternoon Mornin Afternoon 12:00 9 34 3 11 12:15 9 48 3 25 12:30 13 37 3 36 12:45 3 44 34 163 7 21 16 93 50 256 ' 01:00 5 45 2 20 01:15 8 37 2 21 01:30 8 32 2 18 01:45 5 36 26 150 2 25 8 84 34 234 02:00 2 42 0 25 02:15 2 45 3 27 02:30 5 76 0 16 02:45 2 58 11 221 2 37 5 105 16 326 03:00 3 53 0 38 ' 03:15 3 46 1 25 03:30 8 59 5 46 03:45 11 69 25 227 0 27 6 136 31 363 04:00 11 54 1 32 ' 04:15 12 44 2 29 04:30 16 50 1 28 04:45 27 53 66 201 1 36 5 125 71 326 05:00 17 67 1 21 ' 05:15 21 56 3 27 05:30 31 60 2 42 05:45 27 74 96 257 6 22 12 112 108 369 06:00 33 65 7 20 06:15 27 47 2 35 06:30 38 77 2 32 06:45 63 49 161 238 12 30 23 117 184 355 07:00 75 45 14 22 07:15 69 66 20 15 ' 07:30 55 28 32 33 07:45 41 37 240 176 22 15 88 85 328 261 08:00 63 44 13 14 08:15 52 36 18 34 08:30 55 26 21 22 ' 08:45 44 29 214 135 19 17 71 87 285 222 09:00 32 25 19 26 09:15 39 27 15 15 09:30 38 23 15 20 09:45 33 12 142 87 10 14 59 75 201 162 10:00 18 14 21 10 10:15 23 15 24 12 10:30 30 14 17 10 10:45 24 10 95 53 35 3 97 35 192 88 11:00 54 20 15 3 11:15 42 5 22 8 11:30 43 5 26 5 11:45 37 4 176 34 19 2 82 18 258 52 Total 1286 1942 472 1072 1758 3014 Percent 39.8% 60.2% 30.6% 69.4% 36.8% 63.2% Grand 1286 1942 472 1072 1758 3014 Total ' Percent 39.8% 60.2% 30.6% 69.4% 36.8% 63.2% ADT ADT 4,772 AADT 4,772 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Central Ave Btwn Arrowhead Ave&Valley View Rd ' Start 23-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 48 10 45 12:15 6 48 5 30 12:30 3 47 4 33 12:45 5 29 18 172 1 23 20 131 38 303 01:00 2 34 2 42 ' 01:15 8 56 1 50 01:30 7 41 3 45 01:45 32 96 49 227 4 53 10 190 59 417 02:00 8 71 5 55 02:15 6 51 4 53 ' 02:30 5 65 5 76 02:45 13 94 32 281 3 92 17 276 49 557 03:00 17 72 1 96 03:15 19 83 1 66 03:30 11 67 2 72 03:45 7 119 54 341 4 55 8 289 62 630 04:00 6 90 6 39 04:15 5 61 5 75 04:30 7 69 15 70 04:45 33 61 51 281 29 73 55 257 106 538 05:00 28 47 50 70 05:15 64 69 21 51 05:30 42 46 11 41 05:45 23 88 157 250 19 72 101 234 258 484 06:00 29 56 42 75 06:15 8 79 24 66 06:30 25 65 37 59 06:45 17 30 79 230 67 25 170 225 249 455 07:00 45 16 120 12 07:15 45 15 103 7 07:30 58 14 97 5 07:45 45 17 193 62 84 12 404 36 597 98 08:00 75 12 123 8 08:15 81 13 181 9 08:30 60 14 86 7 08:45 44 24 260 63 58 16 448 40 708 103 09:00 32 25 39 24 ' 09:15 33 23 32 25 09:30 39 9 31 22 09:45 32 18 136 75 26 7 128 78 264 153 10:00 34 5 37 6 ' 10:15 32 22 17 5 10:30 29 7 26 3 10:45 45 8 140 42 36 7 116 21 256 63 11:00 55 14 42 6 11:15 46 4 29 6 ' 11:30 28 9 42 3 11:45 39 10 168 37 35 4 148 19 316 56 Total 1337 2061 1625 1796 2962 3857 Percent 39.3% 60.7% 47.5% 52.5% 43.4% 56.6% Grand 1337 2061 1625 1796 2962 3857 ' Total Percent 39.3% 60.7% 47.5% 52.5% 43.4% 56.6% ADT ADT 6,819 AADT 6,819 City Traffic Counters Page 1 www.ctcounters.com D Street ' Btwn 6th Street&28th Street Start 09-Mar-16 South Hour Totals North Hour Totals Combined Totals ' Time Wed Morning Afternoon Momin Afternoon Momin Afternoon Mornin Afternoon Morning Afternoon 12:00 5 37 4 53 12:15 5 36 3 49 12:30 3 31 4 45 12:45 3 48 16 152 8 60 19 207 35 359 ' 01:00 1 40 2 44 01:15 7 35 5 49 01:30 5 31 2 44 01:45 3 39 16 145 2 44 11 181 27 326 02:00 1 29 2 59 02:15 6 43 1 54 02:30 1 44 1 46 02:45 1 36 9 152 1 49 5 208 14 360 03:00 3 31 2 42 ' 03:15 0 27 2 41 03:30 3 29 2 43 03:45 1 41 7 128 3 52 9 178 16 306 04:00 0 31 3 38 ' 04:15 3 43 2 63 04:30 1 31 6 59 04:45 3 26 7 131 1 57 12 217 19 348 05:00 2 30 3 58 05:15 3 38 2 53 05:30 7 44 3 43 05:45 4 27 16 139 6 51 14 205 30 344 06:00 1 54 6 46 06:15 5 29 12 32 06:30 10 29 9 30 06:45 26 33 42 145 19 34 46 142 88 287 07:00 28 20 25 26 07:15 44 16 43 20 ' 07:30 45 13 28 20 07:45 46 19 163 68 20 22 116 88 279 156 08:00 29 16 33 21 08:15 32 21 35 18 08:30 20 15 30 12 08:45 31 8 112 60 39 14 137 65 249 125 09:00 30 18 38 13 09:15 41 10 35 12 09:30 35 10 39 18 09:45 48 10 154 48 39 10 151 53 305 101 10:00 31 6 37 12 10:15 30 10 38 9 10:30 36 4 44 4 ' 10:45 38 12 135 32 34 9 153 34 288 66 11:00 35 3 38 5 11:15 23 9 33 6 11:30 39 3 37 7 11:45 41 5 138 20 59 3 167 21 305 41 Total 815 1220 840 1599 1655 2819 Percent 40.0% 60.0% 34.4% 65.6% 37.0% 63.0% Grand 815 1220 840 1599 1655 2819 Total Percent 40.0% 60.0% 34.4% 65.6% 37.0% 63.0% ADT ADT 4,474 AADT 4,474 City Traffic Counters Page 1 ' www.ctcounters.com Del Rosa Ave ' Btwn Del Rosa Dr&Marshall Blvd Start 04-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Momin Afternoon Mornin Afternoon Momin Afternoon Mornin Afternoon Mornin Afternoon 12:00 20 112 43 123 12:15 28 151 36 129 12:30 17 163 27 113 12:45 21 153 86 579 32 109 138 474 224 1053 ' 01:00 13 135 31 126 01:15 20 129 15 139 01:30 18 140 17 118 01:45 14 140 65 544 19 128 82 511 147 1055 ' 02:00 8 131 15 129 02:15 11 140 18 126 02:30 18 189 16 142 02:45 13 166 50 626 15 193 64 590 114 1216 03:00 20 151 11 161 ' 03:15 29 133 12 157 03:30 33 140 14 187 03:45 29 172 111 596 12 169 49 674 160 1270 04:00 36 151 11 187 ' 04:15 50 145 19 179 04:30 57 144 9 165 04:45 64 167 207 607 12 181 51 712 258 1319 05:00 79 146 4 194 ' 05:15 93 168 21 172 05:30 116 169 13 173 05:45 92 143 380 626 24 184 62 723 442 1349 06:00 107 159 28 194 06:15 117 139 50 171 06:30 169 167 22 171 06:45 162 126 555 591 44 193 144 729 699 1320 07:00 212 100 61 200 07:15 216 104 92 170 07:30 198 75 100 133 07:45 190 83 816 362 99 140 352 643 1168 1005 08:00 166 88 98 149 08:15 193 85 100 106 08:30 197 100 112 136 ' 08:45 142 104 698 377 91 97 401 488 1099 865 09:00 154 64 94 111 09:15 115 61 83 121 09:30 156 72 90 89 09:45 111 64 536 261 76 91 343 412 879 673 10:00 126 75 91 101 10:15 135 49 95 77 10:30 142 51 99 64 10:45 120 37 523 212 99 58 384 300 907 512 ' 11:00 111 37 98 50 11:15 140 26 107 46 11:30 130 37 104 50 11:45 109 28 490 _128 99 48 408 194 898 322 ' Total 4517 5509 — 2478 6450 6995 11959 Percent 45.1% 54.9% 27.8% 72.2% 36.9% 63.1% Grand 4517 5509 2478 6450 6995 11959 Total ' Percent 45.1% 54.9% 27.8% 72.2% 36.9% 63.1% ADT ADT 18,954 AADT 18,954 1 City Traffic Counters Page 1 www.ctcounters.com Del Rosa Ave Btwn Marshall Blvd &39th Street Start 04-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 76 16 86 12:15 12 74 17 77 12:30 4 75 16 64 12:45 7 66 29 291 9 70 58 297 87 588 01:00 9 76 12 74 01:15 9 76 8 67 01:30 10 75 11 74 01:45 9 75 37 302 8 81 39 296 76 598 02:00 0 73 12 80 02:15 5 61 9 85 02:30 11 87 10 76 02:45 4 65 20 286 7 101 38 342 58 628 03:00 5 97 6 77 03:15 9 63 8 83 03:30 12 72 7 99 03:45 12 91 38 323 7 93 28 352 66 675 04:00 19 70 6 105 04:15 17 82 9 84 04:30 31 83 4 80 04:45 36 77 103 312 4 99 23 368 126 680 05:00 43 80 5 116 05:15 33 81 13 106 05:30 46 84 11 109 05:45 37 64 159 309 14 112 43 443 202 752 06:00 47 72 16 90 06:15 62 57 24 90 06:30 80 70 15 108 06:45 99 53 288 252 20 99 75 387 363 639 07:00 112 43 26 94 07:15 124 47 60 90 07:30 121 39 55 57 07:45 93 45 450 174 62 94 203 335 653 509 08:00 94 51 65 84 08:15 111 46 68 59 08:30 95 47 56 74 08:45 78 36 378 180 47 61 236 278 614 458 09:00 64 30 59 64 09:15 62 22 53 74 09:30 86 30 55 51 09:45 58 25 270 107 43 47 210 236 480 343 10:00 67 27 48 48 10:15 71 25 54 40 10:30 72 22 62 32 10:45 57 14 267 88 58 26 222 146 489 234 11:00 64 10 66 18 11:15 71 10 50 25 11:30 68 14 62 15 11:45 68 10 271 44 58 25 236 83 507 127 Total 2310 2668 1411 3563 3721 6231 Percent 46.4% 53.6% 28.4% 71.6% 37.4% 62.6% Grand 2310 2668 1411 3563 3721 6231 Total Percent 46.4% 53.6% 28.4% 71.6% 37.4% 62.6% ADT ADT 9,952 AADT 9,952 City Traffic Counters Page 1 www.ctcounters.com E Street Btwn Hunts Lane&Century Ave Start 10-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Aftemoon Morning Afternoon Morning Afternoon 12:00 3 124 5 115 12:15 6 139 5 114 12:30 4 156 2 144 12:45 3 130 16 549 2 138 14 511 30 1060 01:00 9 128 3 102 01:15 3 128 1 108 01:30 1 125 2 83 01:45 7 111 20 492 1 106 7 399 27 891 02:00 6 96 3 91 02:15 1 108 1 90 02:30 4 111 1 94 02:45 3 121 14 436 1 129 6 404 20 840 03:00 5 112 4 117 03:15 1 140 1 112 03:30 5 111 2 121 03:45 3 120 14 483 5 142 12 492 26 975 04:00 2 152 6 182 04:15 3 153 2 169 04:30 5 126 4 198 04:45 2 149 12 580 13 214 25 763 37 1343 05:00 8 212 4 213 05:15 9 198 10 221 05:30 10 147 12 202 05:45 21 119 48 676 12 157 38 793 86 1469 06:00 23 100 13 149 06:15 35 97 22 135 06:30 35 108 25 129 06:45 47 82 140 387 71 99 131 512 271 899 07:00 52 90 73 73 07:15 72 59 89 76 07:30 68 33 130 42 07:45 88 58 280 240 184 50 476 241 756 481 08:00 82 65 126 45 08:15 79 53 106 38 08:30 77 38 100 26 08:45 95 23 333 179 105 37 437 146 770 325 09:00 70 25 112 31 09:15 64 34 80 23 09:30 80 21 78 24 09:45 98 19 312 99 104 16 374 94 686 193 10:00 90 21 85 9 10:15 93 13 75 15 10:30 94 13 97 13 10:45 103 8 380 55 143 3 400 40 780 95 11:00 102 4 81 10 11:15 99 15 102 9 11:30 99 7 88 7 11:45 116 6 416 32 104 10 375 36 791 68 ' Total 1985 4208 2295 4431 4280 8639 Percent 32.1% 67.9% 34.1% 65.9% 33.1%_ 66.9% Grand 1985 4208 2295 4431 4280 8639 Total Percent 32,1% 67.9% 34.1% 65.9% 33.1% 66.9% ADT ADT 12,919 AADT 12,919 1 1 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com E Street Btwn 30th Street&Kendall Dr Start 09-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morninq Afternoon Morninq Afternoon Morninq Afternoon Morning Afternoon 12:00 19 108 33 114 12:15 13 118 28 121 12:30 12 131 21 108 12:45 12 123 56 480 23 96 105 439 161 919 01:00 10 117 18 128 .r 01:15 9 120 21 122 01:30 6 144 7 97 M 01:45 6 127 31 508 10 110 56 457 87 965 02:00 6 138 14 91 02:15 9 131 13 137 02:30 7 146 11 145 02:45 9 128 31 543 11 196 49 569 80 1112 03:00 12 209 10 162 03:15 18 167 15 170 03:30 11 152 4 185 03:45 25 156 66 684 12 173 41 690 107 1374 04:00 16 197 9 165 04:15 29 137 8 167 04:30 44 158 11 204 04:45 57 141 146 633 7 178 35 714 181 1347 05:00 55 123 10 215 05:15 51 143 12 210 05:30 60 144 13 217 05:45 90 179 256 589 15 213 50 855 306 1444 06:00 79 151 26 185 06:15 77 143 21 162 06:30 96 150 31 157 06:45 132 117 384 561 45 185 123 689 507 1250 07:00 143 127 67 155 07:15 201 100 105 132 07:30 268 96 116 135 07:45 259 78 871 401 94 127 382 549 1253 950 _ 08:00 226 86 113 119 08:15 170 74 102 97 08:30 167 68 107 106 08:45 207 61 770 289 86 108 408 430 1178 719 09:00 188 65 108 106 09:15 116 78 81 92 09:30 134 72 93 83 09:45 119 63 557 278 101 104 383 385 940 663 10:00 119 44 96 64 10:15 113 42 61 73 10:30 112 38 65 61 10:45 125 33 469 157 92 57 314 255 783 412 11:00 112 33 102 54 11:15 108 38 100 38 11:30 93 30 108 40 11:45 100 18 413 119 110 39 420 171 833 290 Total 4050 5242 2366 6203 6416 11445 Percent 43.6% 56.4% 27.6% 72.4% 35.9% 64.1% Grand 4050 5242 2366 6203 6416 11445 Total 1110- Percent 43.6% 56.4% 27.6% 72.4% 35.9% 64.1% ADT ADT 17,861 AADT 17,861 City Traffic Counters Page 1 www.ctcounters.com Electric Ave Btwn 40th St&Northpark Blvd Start 02-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 15 53 16 104 12:15 11 58 12 102 12:30 7 48 10 80 12:45 3 45 36 204 4 95 42 381 78 585 01:00 3 58 5 92 01:15 6 70 7 101 !• 01:30 10 67 11 117 01:45 6 58 25 253 7 94 30 404 55 657 02:00 3 62 5 97 02:15 1 85 3 100 02:30 4 105 7 125 02:45 3 96 11 348 3 180 18 502 29 850 03:00 2 92 9 136 03:15 0 102 6 140 03:30 2 105 13 172 03:45 0 77 4 376 5 169 33 617 37 993 04:00 5 78 14 141 04:15 3 86 19 132 04:30 6 81 18 121 04:45 3 105 17 350 11 129 62 523 79 873 05:00 1 86 26 123 05:15 5 113 29 151 05:30 6 104 19 151 05:45 6 117 18 420 19 156 93 581 111 1001 06:00 17 79 49 142 06:15 21 59 52 88 06:30 20 71 77 95 06:45 48 59 106 268 87 79 265 404 371 672 07:00 74 64 127 86 07:15 109 61 193 80 07:30 103 51 168 81 07:45 111 49 397 225 169 91 657 338 1054 563 08:00 80 56 146 89 08:15 99 47 157 65 08:30 96 47 168 75 08:45 64 40 339 190 145 49 616 278 955 468 09:00 54 47 73 66 09:15 58 34 96 47 09:30 78 32 110 54 09:45 70 30 260 143 87 52 366 219 626 362 10:00 41 22 65 38 10:15 37 25 64 43 10:30 27 28 51 39 10:45 52 17 157 92 85 18 265 138 422 230 11:00 58 16 87 26 11:15 53 15 83 18 11:30 50 4 77 14 11:45 66 10 227 45 102 17 349 75 576 120 Total 1597 2914 2796 4460 4393 7374 Percent _ 35.4% 38.5% 61.5% 37.3% 62.7% Grand 1597 2914 2796 4460 4393 7374 Total Percent 35.4% 64.6% 38.5% 61.5% 37.3% 62.7% ADT ADT 11,767 AADT 11,767 City Traffic Counters Page 1 www.ctcounters.com Eucalyptus Ave Btwn Mill St& Rialto Ave Start 17-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 32 4 42 12:15 3 35 6 40 12:30 4 47 7 43 12:45 6 36 23 150 2 44 19 169 42 319 ' 01:00 3 25 4 56 01:15 3 46 4 28 01:30 9 34 2 51 01:45 2 41 17 146 11 49 21 184 38 330 02:00 4 51 3 66 02:15 3 111 3 74 02:30 2 86 4 81 02:45 1 42 10 290 0 63 10 284 20 574 03:00 2 42 1 61 03:15 2 85 2 76 03:30 4 72 1 48 03:45 2 67 10 266 7 55 11 240 21 506 04:00 4 64 5 70 *� 04:15 7 58 15 64 04:30 10 56 14 72 04:45 4 63 25 241 11 63 45 269 70 510 05:00 8 54 11 65 05:15 4 56 31 54 05:30 8 56 20 57 05:45 4 53 24 219 17 58 79 234 103 453 06:00 13 51 13 50 06:15 15 34 27 63 06:30 14 39 36 39 06:45 26 31 68 155 47 52 123 204 191 359 07:00 42 39 155 46 07:15 95 27 126 24 07:30 37 24 56 31 07:45 39 23 213 113 71 33 408 134 621 247 08:00 52 22 70 24 08:15 39 21 40 24 08:30 28 23 20 32 08:45 30 37 149 103 34 36 164 116 313 219 09:00 26 24 36 27 09:15 22 17 31 15 09:30 28 14 26 30 09:45 30 18 106 73 19 4 112 76 218 149 10:00 30 11 28 16 10:15 16 9 38 21 10:30 45 10 32 16 10:45 13 4 104 34 24 12 122 65 226 99 11:00 25 6 38 11 11:15 28 3 29 9 11:30 29 8 56 8 11:45 37 15 119 32 ._.. 47 10 170 38 289 70 Total 868 1822 1284 2013 2152 3835 Percent 32.3% 67.7% 38.9% 61.1% 35.9% 64.1 Grand 868 1822 1284 2013 2152 3835 Total Percent 32.3% 67.7% 38.9% 61.1% 35.9% 64.1% ADT ADT 5,987 AADT 5,987 City Traffic Counters Page 1 www.ctcounters.com Foothill Dr Btwn Del Rosa Ave&Arden Ave Start 04-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 12 2 11 12:15 2 13 6 9 12:30 1 10 1 7 12:45 1 11 8 46 2 15 11 42 19 88 01:00 0 5 0 13 01:15 2 13 2 4 01:30 2 14 1 11 01:45 1 20 5 52 2 11 5 39 10 91 02:00 1 21 1 11 02:15 1 13 0 18 02:30 0 17 3 16 02:45 0 8 2 59 0 14 4 59 6 118 03:00 1 17 1 10 03:15 0 15 0 9 03:30 0 14 1 18 03:45 0 15 1 61 1 18 3 55 4 116 04:00 5 17 3 11 04:15 1 13 3 19 04:30 0 7 2 10 04:45 3 16 9 53 1 9 9 49 18 102 05:00 1 18 3 12 05:15 2 26 2 17 05:30 3 18 3 16 05:45 2 18 8 80 2 12 10 57 18 137 06:00 4 15 4 12 06:15 7 13 3 14 06:30 6 16 10 9 06:45 6 11 23 55 14 4 31 39 54 94 07:00 9 13 12 13 07:15 10 12 15 9 07:30 12 8 15 8 07:45 8 8 39 41 12 8 54 38 93 79 08:00 8 7 9 6 08:15 17 12 23 6 08:30 25 3 19 7 08:45 10 6 60 28 24 5 75 24 135 52 09:00 4 6 13 6 09:15 9 15 6 5 09:30 9 9 9 6 09:45 5 4 27 34 8 3 36 20 63 54 10:00 6 6 8 3 10:15 3 4 13 8 10:30 3 3 10 4 10:45 9 2 21 15 12 3 43 18 64 33 11:00 5 4 10 4 I 11:15 8 3 11 2 11:30 11 1 8 3 11:45 4 3 28 11 15 4 44 13 72 24 Total 231 535 325 453 556 988 Percent 30.2% 69.8% 41.8% 58.2% 36.0% 64.0% Grand 231 535 325 453 556 988 Total Percent 30.2% 69.8% 41.8% 58.2% 36.0% 64.0% ADT ADT 1,544 AADT 1,544 1 City Traffic Counters Page 1 ' www.ctcounters.com G Street Btwn 6th Street&29th Street Start 09-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Wed Morning_ Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 8 29 5 44 12:15 6 27 6 28 12:30 4 32 6 24 12:45 2 35 20 123 4 32 21 128 41 251 01:00 5 26 3 35 01:15 8 32 4 28 01:30 4 30 4 36 01:45 2 20 19 108 3 39 14 138 33 246 02:00 2 25 4 39 02:15 2 65 3 66 02:30 1 58 1 53 02:45 1 37 6 185 2 41 10 199 16 384 03:00 0 38 0 38 03:15 4 40 0 31 03:30 4 53 0 47 03:45 2 51 10 182 0 48 0 164 10 346 04:00 2 32 4 34 04:15 4 34 5 43 04:30 3 30 6 52 04:45 6 36 15 132 5 44 20 173 35 305 05:00 5 37 7 47 05:15 0 37 5 45 05:30 4 42 11 59 05:45 2 41 11 157 1 46 24 197 35 354 06:00 4 46 5 51 06:15 4 35 4 26 06:30 11 35 12 25 06:45 12 23 31 139 15 31 36 133 67 272 07:00 34 23 48 25 07:15 60 18 95 20 07:30 71 15 52 16 07:45 27 19 192 75 26 20 221 81 413 156 08:00 30 17 27 17 08:15 28 12 36 22 08:30 43 18 35 26 08:45 27 13 128 60 34 13 132 78 260 138 09:00 27 14 28 17 09:15 28 11 24 15 09:30 13 16 24 13 09:45 16 12 84 53 25 11 101 56 185 109 10:00 18 5 28 12 10:15 32 12 33 10 10:30 29 8 34 12 10:45 22 7 101 32 34 7 129 41 230 73 11:00 30 13 38 6 11:15 35 4 28 9 11:30 26 6 44 7 11:45 40 9 131 32 30 6 140 28 271 60 Total 748 1278 848 1416 1596 2694 Percent 36.9% 63.1% 37.5% 62.5% 37_2%0 62_8%0 Grand 748 1278 848 1416 1596 2694 Total Percent 36.9% 63.1% 37.5% 62.5% 37.2% 62.8% ADT ADT 4,290 AADT 4,290 City Traffic Counters Page 1 www.ctcounters.com G Street Btwn 150' South of 30th St&Marshall BI Start 04-Feb-16 North Hour Totals South Hour Totals Combined Totals ' Time Thu Morning Afternoon Morning Afternoon Mominq Afternoon Morning Afternoon Morning Afternoon 12:00 0 11 0 9 12:15 0 0 1 11 12:30 0 3 0 6 12:45 1 4 1 18 0 3 1 29 2 47 01:00 1 1 0 5 01:15 0 3 0 4 01:30 0 7 0 9 01:45 0 2 1 13 1 6 1 24 2 37 02:00 0 6 0 9 02:15 0 6 2 3 ■.r 02:30 0 4 0 10 02:45 0 4 0 20 0 7 2 29 2 49 03:00 1 6 2 4 03:15 0 10 0 9 03:30 0 6 1 20 03:45 0 6 1 28 0 10 3 43 4 71 04:00 1 3 0 9 04:15 0 3 1 8 04:30 0 8 0 4 04:45 1 5 2 19 1 5 2 26 4 45 05:00 1 3 2 2 05:15 0 4 2 6 05:30 0 6 2 11 05:45 1 18 2 31 1 9 7 28 9 59 06:00 1 3 0 9 06:15 0 4 4 5 06:30 0 4 2 13 06:45 0 4 1 15 7 13 13 40 14 55 07:00 2 3 5 3 07:15 5 2 9 7 07:30 4 2 10 3 07:45 5 2 16 9 6 8 30 21 46 30 08:00 6 4 3 2 08:15 6 2 10 5 08:30 12 0 17 0 08:45 11 0 35 6 20 0 50 7 85 13 09:00 2 3 9 4 09:15 2 2 5 1 09:30 2 0 5 0 09:45 1 1 7 6 6 0 25 5 32 11 10:00 3 0 2 1 10:15 2 1 4 3 10:30 2 0 7 0 10:45 1 0 8 1 7 0 20 4 28 5 11:00 4 0 5 2 11:15 3 1 5 2 11:30 1 0 4 1 11:45 4 0 12 1 8 2 22 _ 7 34 8 Total 86 167 176 263 262 430 Percent 34.0% 66.0% 40.1% 59.9% 37.9% 62.1% Grand 86 167 176 263 262 430 Total Percent 34.0% 66.0% 40.1% 59.9% 37.9% 62.1% ADT ADT 692 AADT 692 r Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Gilbert St Btwn Waterman Ave&Cedar Ave Start 11-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Thu Mornina Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 8 51 7 68 ' 12:15 2 49 9 77 12:30 8 53 8 75 12:45 3 67 21 220 7 69 31 289 52 509 01:00 3 46 4 61 01:15 0 60 3 54 01:30 0 48 4 54 01:45 3 56 6 210 2 74 13 243 19 453 02:00 4 54 4 58 02:15 2 53 5 61 ' 02:30 1 54 2 62 02:45 2 66 9 227 2 58 13 239 22 466 03:00 5 64 1 66 03:15 1 65 2 75 03:30 0 63 6 70 03:45 2 58 8 250 6 69 15 280 23 530 04:00 3 60 4 97 04:15 2 43 9 76 04:30 7 46 8 65 04:45 1 51 13 200 5 105 26 343 39 543 05:00 8 53 6 83 05:15 4 38 11 98 05:30 12 43 15 67 05:45 18 51 42 185 11 67 43 315 85 500 06:00 25 59 19 54 06:15 19 40 14 42 06:30 15 40 17 48 06:45 37 24 96 163 21 40 71 184 167 347 07:00 38 34 23 35 07:15 52 29 33 33 07:30 61 17 43 26 07:45 67 21 218 101 41 25 140 119 358 220 08:00 78 16 36 21 08:15 91 19 41 20 08:30 88 25 59 17 08:45 75 25 332 85 63 22 199 80 531 165 09:00 77 22 60 20 09:15 48 22 45 24 09:30 33 21 46 19 09:45 36 25 194 90 52 24 203 87 397 177 10:00 41 15 53 22 10:15 42 17 48 27 10:30 41 16 50 19 10:45 35 9 159 57 45 9 196 77 355 134 11:00 33 12 61 10 11:15 39 6 72 14 11:30 32 7 50 7 11:45 47 6 151 31 60 8 243 39 394 70 Total 1249 1819 1193 2295 2442 4114 Percent 40.7% 59.3% 34.2% 65.8% 37.2% 62.8% Grand 1249 1819 1193 2295 2442 4114 Total Percent 40.7% 59.3% 34.2% 65.8% 37.2% 62.8% ADT ADT 6,556 AADT 6,556 � s r City Traffic Counters Page 1 www.ctcounters.com Golden Ave Btwn Highland Ave &Lynwood Dr Start 04-Feb-16 North Hour Totals South Hour Totals Combined Totals ' Time Thu Momin Afternoon Mornin Afternoon Mornin Afternoon Momin Afternoon Mornin Afternoon_ 12:00 6 44 13 60 12:15 6 64 4 71 12:30 4 77 5 67 12:45 7 53 23 238 3 60 25 258 48 496 ' 01:00 4 74 9 58 01:15 1 67 3 66 01:30 1 60 5 58 01:45 5 79 11 280 6 63 23 245 34 525 02:00 7 63 5 70 02:15 5 77 1 74 02:30 1 71 3 82 02:45 0 88 13 299 1 61 10 287 23 586 03:00 4 72 4 71 03:15 3 83 7 95 03:30 7 94 9 92 03:45 8 85 22 334 7 79 27 337 49 671 04:00 3 65 5 73 04:15 2 79 2 73 04:30 3 90 7 67 04:45 3 75 11 309 7 71 21 284 32 593 05:00 6 77 4 75 05:15 5 76 6 69 05:30 6 74 16 74 05:45 4 97 21 324 12 81 38 299 59 623 06:00 10 79 13 73 06:15 13 69 14 48 06:30 21 64 21 51 06:45 14 59 58 271 37 48 85 220 143 491 07:00 35 50 74 31 07:15 53 56 76 42 07:30 53 57 58 40 07:45 44 56 185 219 56 40 264 153 449 372 08:00 43 45 70 32 08:15 52 49 70 40 08:30 49 36 91 33 08:45 52 34 196 164 71 32 302 137 498 301 09:00 54 38 45 14 09:15 25 25 46 30 09:30 38 33 44 39 09:45 41 27 158 123 53 22 188 105 346 228 10:00 50 21 48 22 10:15 40 17 47 18 10:30 42 19 60 14 10:45 50 17 182 74 52 16 207 70 389 144 11:00 51 16 49 10 11:15 57 16 49 15 11:30 53 10 51 5 11:45 54 9 215 51 49 12 198 42 413 93 Total 1095 2686 1388 2437 2483 5123 Percent 29.0% 71.0% 36.3% 63.7% 32.6% 67.4% Grand 1095 2686 1388 2437 2483 5123 Total Percent 29.0% 71.0% 36.3% 63.7% 32.6% 67.4% ADT ADT 7,606 AADT 7,606 r Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com H Street Btwn 6th Street&Marshall Blvd Start 10-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Thu Mornina Afternoon Morninq Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 3 26 3 40 12:15 8 40 2 36 12:30 3 29 5 38 12:45 5 36 19 131 5 32 15 146 34 277 01:00 6 26 0 30 ' 01:15 2 20 3 19 01:30 3 28 1 32 01:45 2 18 13 92 4 21 8 102 21 194 02:00 2 28 1 25 02:15 1 42 5 45 02:30 3 46 2 43 02:45 5 30 11 146 3 28 11 141 22 287 03:00 3 24 2 37 03:15 3 32 6 38 03:30 2 41 4 50 03:45 4 48 12 145 1 45 13 170 25 315 04:00 4 37 1 38 04:15 3 48 4 44 04:30 7 44 8 48 04:45 9 42 23 171 8 61 21 191 44 362 05:00 6 36 6 40 05:15 9 44 6 34 05:30 10 41 10 40 05:45 10 36 35 157 6 54 28 168 63 325 06:00 6 44 8 40 06:15 6 45 8 42 I 06:30 11 23 16 31 06:45 18 23 41 135 13 22 45 135 86 270 07:00 24 21 12 30 07:15 38 20 42 14 07:30 64 20 35 17 07:45 38 12 164 73 22 18 111 79 275 152 08:00 30 18 22 24 08:15 28 26 23 14 08:30 30 18 23 16 08:45 32 11 120 73 38 16 106 70 226 143 09:00 25 17 23 16 ' 09:15 26 13 17 12 09:30 12 9 22 16 09:45 22 18 85 57 26 10 88 54 173 111 10:00 26 11 20 7 10:15 16 10 24 12 10:30 24 8 22 8 10:45 17 14 83 43 22 14 88 41 171 84 11:00 24 16 31 8 11:15 34 12 22 8 11:30 26 16 36 6 11:45 26 6 110 50 30 3 119 25 229 75 Total 716 1273 653 1322 1369 2595 Percent 36.0% 64.0% 33.1% 66.9% 34.5% 65.5% Grand 716 1273 653 1322 1369 2595 Total Percent 36.0% 64.0% 33.1% 66.9% 34.5% 65.5% ADT ADT 3,964 AADT 3,964 r Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Hallmark Parkway Btwn University Pkwy&Lexington Way Start 02-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 10 42 8 46 12:15 5 73 4 44 12:30 1 48 1 49 12:45 5 46 21 209 6 35 19 174 40 383 01:00 2 53 5 54 01:15 4 64 0 43 01:30 5 57 2 40 01:45 3 49 14 223 3 35 10 172 24 395 02:00 3 50 5 63 02:15 8 50 4 48 02:30 3 120 7 43 02:45 6 76 20 296 6 37 22 191 42 487 03:00 10 48 19 37 03:15 1 46 4 34 03:30 6 43 7 28 03:45 10 94 27 231 21 43 51 142 78 373 04:00 36 77 53 42 04:15 7 59 12 38 04:30 7 44 17 32 04:45 7 61 57 241 20 46 102 158 159 399 05:00 12 49 29 42 05:15 22 72 44 31 05:30 24 41 67 29 05:45 15 56 73 218 39 27 179 129 252 347 06:00 22 28 46 41 06:15 27 18 31 25 I 'r 06:30 22 16 27 26 06:45 22 17 93 79 51 24 155 116 248 195 07:00 30 16 99 28 07:15 20 26 39 18 07:30 25 19 42 26 07:45 34 17 109 78 34 17 214 89 323 167 08:00 38 12 48 15 08:15 34 11 35 11 08:30 28 9 29 14 08:45 49 14 149 46 38 13 150 53 299 99 09:00 33 10 25 12 09:15 31 22 29 10 09:30 29 8 32 9 09:45 33 8 126 48 23 7 109 38 235 86 10:00 35 7 28 24 10:15 28 19 25 7 10:30 36 10 18 12 10:45 51 17 150 53 25 9 96 52 246 105 11:00 27 14 40 17 11:15 45 16 40 7 11:30 26 4 31 15 11:45 48 14 146 48 30 6 141 45 287 93 Total 985 1770 1248 1359 2233 3129 Percent 35.8% 64.2% 47.9% 52.1% 41.6°% 58.4% Grand 985 1770 1248 1359 2233 3129 Total Percent 35.8% 64.2% 47.9% 52.1% 41.6% 58.4% ADT ADT 5,362 AADT 5,362 r City Traffic Counters Page 1 ' www.ctcounters.com Highland Ave Btwn Sierra Way&Valencia Ave Start 11-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon pI 12:00 24 236 25 196 12:15 22 205 19 218 12:30 21 241 12 229 12:45 14 216 81 898 15 263 71 906 152 1804 01:00 18 223 14 211 01:15 13 229 13 239 01:30 15 243 16 211 01:45 15 250 61 945 10 207 53 868 114 1813 02:00 9 254 9 241 02:15 11 209 14 245 02:30 10 231 6 232 02:45 6 240 36 934 13 236 42 954 78 1888 03:00 10 224 14 256 03:15 7 250 10 222 03:30 18 258 13 212 03:45 14 260 49 992 7 249 44 939 93 1931 04:00 16 242 12 251 �i 04:15 20 233 15 238 ® 04:30 18 238 23 229 04:45 27 230 81 943 16 255 66 973 147 1916 05:00 19 283 15 299 05:15 19 227 34 325 ' 05:30 32 244 24 336 05:45 40 219 110 973 36 242 109 1202 219 2175 06:00 31 224 26 260 06:15 27 214 39 223 06:30 44 156 58 180 06:45 80 188 182 782 68 186 191 849 373 1631 07:00 93 186 92 195 07:15 118 146 122 149 07:30 134 141 112 115 07:45 137 88 482 561 131 119 457 578 939 1139 08:00 111 96 139 92 08:15 149 114 145 108 08:30 181 73 117 88 08:45 166 104 607 387 157 111 558 399 1165 786 09:00 183 88 164 101 09:15 146 81 175 92 09:30 181 88 189 67 09:45 186 81 696 338 158 59 686 319 1382 657 10:00 174 56 179 57 10:15 194 53 164 54 10:30 195 53 192 42 10:45 203 42 766 204 171 27 706 180 1472 384 11:00 198 39 191 25 11:15 216 36 169 29 11:30 237 28 250 22 11:45 249 21 900 124 218 28 828 104 1728 228 Total 4051 8081 3811 8271 7862 16352 Percent 33.4% 66.6% 31.5% 68.5% 32.5% 67.51/6 Grand 4051 8081 3811 8271 7862 16352 Total Percent 33.4% 66.6% 31.5% 68.5% 32.5% 67.5% ADT ADT 24,214 AADT 24,214 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Highland Ave Btwn Valencia Ave&Arden Ave Start 09-Mar-16 West Hour Totals East Hour Totals Combined Totals Time Wed Mornina Afternoon Morning Afternoon Mornincl Afternoon Morning Afternoon Morning Afternoon 12:00 34 173 23 182 12:15 31 161 27 170 12:30 24 196 29 168 12:45 22 158 111 688 20 159 99 679 210 1367 01:00 20 195 14 178 ' 01:15 16 165 19 159 01:30 11 160 16 146 01:45 18 143 65 663 16 155 65 638 130 1301 02:00 17 154 9 159 02:15 11 178 16 147 ' 02:30 14 172 16 157 02:45 13 181 55 685 14 177 55 640 110 1325 03:00 11 186 4 192 03:15 6 188 5 210 03:30 13 202 12 162 03:45 16 174 46 750 11 191 32 755 78 1505 04:00 10 231 15 166 04:15 9 162 7 198 04:30 7 170 11 186 04:45 16 170 42 733 6 185 39 735 81 1468 05:00 21 185 16 184 05:15 13 174 12 185 05:30 25 175 10 186 05:45 12 165 71 699 31 196 69 751 140 1450 06:00 19 180 24 158 06:15 27 145 20 188 I ' 06:30 30 146 23 151 06:45 34 141 110 612 42 161 109 658 219 1270 07:00 48 130 63 131 07:15 69 128 94 138 07:30 104 121 110 114 07:45 121 124 342 503 97 113 364 496 706 999 08:00 124 110 84 102 08:15 141 110 114 96 08:30 126 119 92 93 08:45 161 92 552 431 99 106 389 397 941 828 09:00 131 95 109 90 09:15 127 86 99 73 09:30 131 71 117 73 09:45 119 85 508 337 116 82 441 318 949 655 10:00 143 75 115 57 10:15 171 68 135 54 10:30 142 61 126 62 10:45 141 66 597 270 136 42 512 215 1109 485 11:00 146 47 149 47 11:15 151 42 151 43 11:30 161 41 157 33 11:45 146 42 604 172 169 26 626 149 1230 321 Total 3103 6543 2800 6431 5903 12974 Percent 32.2% 67.8% 30.3% 69.7% 31.3% 68.7% Grand 3103 6543 2800 6431 5903 12974 Total Percent 32.2% 67.8% 30.3% 69.7% 31.3% 68.7% ADT ADT 18,877 AADT 18,877 City Traffic Counters Page 1 www.ctcounters.com Hill Dr Btwn Magnolia Dr&H Street Start 02-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Tue Mornin Afternoon Moming Afternoon Morning Afternoon Mornin Afternoon Mornin Afternoon 12:00 1 17 2 7 12:15 2 17 0 5 12:30 0 15 0 7 12:45 0 20 3 69 0 9 2 28 5 97 ' 01:00 0 11 0 0 01:15 0 12 1 6 01:30 2 32 1 11 01:45 0 18 2 73 0 6 2 23 4 96 02:00 0 15 0 16 02:15 2 26 0 31 02:30 0 87 0 76 02:45 0 125 2 253 0 41 0 164 2 417 03:00 0 49 0 34 03:15 0 27 0 13 03:30 0 29 0 13 03:45 0 54 0 159 0 11 0 71 0 230 04:00 0 23 1 21 �., 04:15 0 27 0 8 04:30 0 28 2 9 04:45 2 15 2 93 1 6 4 44 6 137 05:00 3 33 0 9 05:15 0 33 0 14 05:30 2 34 0 13 05:45 0 10 5 110 0 10 0 46 5 156 06:00 4 7 1 8 06:15 25 16 18 2 06:30 23 6 8 1 06:45 30 6 82 35 25 5 52 16 134 51 07:00 85 7 77 0 07:15 190 12 155 2 07:30 124 6 54 3 07:45 24 6 423 31 7 3 293 8 716 39 08:00 11 9 4 1 08:15 24 1 24 2 08:30 9 0 9 0 08:45 12 0 56 10 10 3 47 6 103 16 09:00 6 5 3 0 09:15 18 5 6 1 09:30 14 4 3 0 09:45 0 1 38 15 6 0 18 1 56 16 10:00 7 3 4 4 10:15 9 0 0 1 10:30 8 5 6 1 10:45 9 1 33 9 4 0 14 6 47 15 11:00 7 2 2 2 11:15 11 5 3 0 11:30 6 1 4 1 11:45 15 0 39 8 12 0 21 3 60 11 ' Total 685 865 453 416 1138 1281 Percent 44.2% 55.8% 52.1% 47.9% 47.0% 53.0% Grand 685 865 453 416 1138 1281 Total Percent 44.2% 55.8% 52.1% 47.9% 47.0% 53.0% ADT ADT 2,419 AADT 2,419 City Traffic Counters Page 1 www.ctcounters.com Hill Drive Btwn Louise St&E Street Start 02-Feb-16 East Hour Totals West Hour Totals Combined Totals I,p Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 3 0 5 L 12:15 2 7 0 3 12:30 2 4 0 0 12:45 0 8 7 22 0 1 0 9 7 31 01:00 0 8 1 1 01:15 0 5 0 5 01:30 2 6 0 5 01:45 0 1 2 20 0 0 1 11 3 31 02:00 2 11 1 8 02:15 2 4 0 3 02:30 0 4 0 1 02:45 0 14 4 33 0 11 1 23 5 56 03:00 0 7 0 2 ' 03:15 0 11 1 5 03:30 1 28 0 17 03:45 3 3 4 49 0 5 1 29 5 78 04:00 2 14 0 3 04:15 2 6 1 1 04:30 1 8 2 5 04:45 0 12 5 40 0 8 3 17 8 57 05:00 2 12 0 3 05:15 1 21 0 0 05:30 4 18 0 1 05:45 2 19 9 70 0 1 0 5 9 75 06:00 6 16 0 4 06:15 3 9 1 0 ' 06:30 11 10 2 0 06:45 8 6 28 41 1 1 4 5 32 46 07:00 10 6 0 0 07:15 10 6 2 0 r 07:30 14 9 8 0 07:45 12 8 46 29 2 2 12 2 58 31 08:00 11 4 1 2 08:15 13 9 2 0 08:30 16 4 5 0 08:45 14 2 54 19 2 0 10 2 64 21 09:00 5 2 0 0 09:15 5 7 1 1 09:30 11 7 2 0 ' 09:45 7 7 28 23 1 0 4 1 32 24 10:00 8 0 3 0 10:15 5 2 0 0 10:30 9 4 3 2 10:45 12 2 34 8 1 0 7 2 41 10 11:00 8 1 1 0 11:15 3 0 2 0 11:30 11 0 2 3 11:45 8 1 30 2 3 0 8 3 38 5 Total 251 356 51 109 302 465 Percent 41.4% 58.6% 31.9% 68.1% 39.4% 60.6% Grand 251 356 51 109 302 465 Total Percent 41.4% 58.6% 31.9% 68.1% 39.4% 60.6% ADT ADT 767 AADT 767 City Traffic Counters Page 1 www.ctcounters.com Hospitality Lane Btwn E Street&Waterman Ave Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morning Afternoon Mornin Afternoon Mornin Afternoon Morning Afternoon Mornin Afternoon 12:00 5 97 5 79 12:15 2 105 3 81 12:30 1 115 0 74 12:45 5 107 13 424 1 74 9 308 22 732 01:00 6 91 2 53 01:15 2 98 2 61 01:30 4 96 1 60 01:45 3 77 15 362 0 44 5 218 20 580 02:00 0 64 0 48 02:15 0 70 1 30 02:30 0 64 0 40 02:45 5 79 5 277 0 53 1 171 6 448 03:00 1 70 1 50 03:15 2 92 0 101 03:30 2 77 1 57 03:45 5 97 10 336 3 67 5 275 15 611 04:00 6 80 0 79 04:15 1 97 3 57 04:30 6 94 3 85 1 04:45 9 97 22 368 4 89 10 310 32 678 05:00 5 215 1 89 05:15 0 177 4 79 05:30 3 95 4 69 05:45 8 92 16 579 8 76 17 313 33 892 06:00 20 78 4 59 06:15 14 69 16 56 ' 06:30 29 58 18 31 06:45 48 40 111 245 44 26 82 172 193 417 07:00 61 48 33 32 07:15 71 40 73 23 07:30 73 29 81 25 07:45 94 30 299 147 100 25 287 105 586 252 08:00 68 36 71 18 08:15 74 29 48 25 08:30 72 23 46 41 ' 08:45 75 15 289 103 61 23 226 107 515 210 09:00 56 21 39 12 09:15 50 28 43 20 09:30 50 19 41 7 09:45 65 9 221 77 65 8 188 47 409 124 10:00 60 16 34 8 10:15 61 14 54 9 10:30 63 10 48 5 10:45 67 11 251 51 92 4 228 26 479 77 11:00 86 7 58 8 11:15 90 8 61 5 11:30 83 8 73 4 11:45 98 9 357 32 77 7 269 24 626 56 ' Total — 1609 3001 1327 2076 2936 5077 Percent 34.9% 65.1% 39.0% 61.0% 36.6% 63.4% Grand 1609 3001 1327 2076 2936 5077 Total Percent 34.9% 65,1% 39.0% 61.0% 36.6% 63.4% ADT ADT 8,013 AADT 8,013 1 City Traffic Counters Page 1 ' www.ctcounters.com Hunts Lane ' Btwn Barton Rd &Commercial Rd Start 10-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Momin Afternoon Morning Afternoon Momin Afternoon Morning Afternoon Mornin Afternoon 12:00 3 78 10 91 12:15 3 75 13 107 12:30 4 81 11 120 12:45 3 79 13 313 2 131 36 449 49 762 ' 01:00 6 86 2 95 01:15 1 71 6 101 01:30 3 61 8 105 01:45 3 80 13 298 5 99 21 400 34 698 02:00 1 75 5 118 02:15 6 99 3 115 02:30 2 72 4 106 02:45 6 77 15 323 9 121 21 460 36 783 03:00 4 84 3 141 03:15 3 86 9 162 03:30 8 122 7 172 03:45 5 95 20 387 11 171 30 646 50 1033 04:00 10 91 6 182 04:15 12 75 6 188 04:30 12 107 9 219 04:45 21 88 55 361 18 268 39 857 94 1218 05:00 16 119 8 319 05:15 23 112 12 322 05:30 29 106 21 257 05:45 34 96 102 433 29 219 70 1117 172 1550 06:00 54 81 17 196 06:15 55 60 16 153 06:30 88 47 28 133 06:45 106 56 303 244 53 87 114 569 417 813 07:00 105 36 46 95 07:15 159 40 53 76 07:30 191 42 63 51 07:45 218 35 673 153 69 89 231 311 904 464 08:00 149 25 75 65 08:15 113 24 65 52 08:30 72 16 56 60 08:45 87 12 421 77 67 52 263 229 684 306 09:00 70 23 72 66 09:15 75 17 57 56 09:30 81 7 59 34 09:45 71 17 297 64 64 49 252 205 549 269 10:00 76 16 66 37 10:15 67 13 78 31 10:30 64 14 55 23 10:45 62 8 269 51 76 23 275 114 544 165 11:00 71 3 72 18 11:15 57 6 91 18 11:30 60 9 75 9 11:45 77 7 265 25 94 15 332 60 597 85 Total 2446 2729 1684 5417 4130 8146 Percent 47.3% 52.7% 23.7% 76.3% 33.6% 66.4% Grand 2446 2729 1684 5417 4130 8146 Total Percent 47.3% 52.7% 23.7% 76.3% 33.6% 66.4% ADT ADT 12,276 AADT 12,276 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Industrial Parkway Btwn Lexington Parkway&Palm Ave ' Start 02-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Mornino Afternoon Morning Afternoon MorninQ Afternoon Morning Afternoon 12:00 2 32 3 55 12:15 3 19 8 56 12:30 2 21 6 43 12:45 0 19 7 91 2 46 19 200 26 291 01:00 2 19 2 51 01:15 2 22 4 46 01:30 2 24 4 45 01:45 1 23 7 88 2 60 12 202 19 290 02:00 1 28 5 64 02:15 2 26 2 54 02:30 0 27 0 88 02:45 8 39 11 120 10 65 17 271 28 391 03:00 8 20 11 51 03:15 0 17 1 45 ' 03:30 3 24 7 43 03:45 9 26 20 87 14 88 33 227 53 314 04:00 5 31 9 66 04:15 2 15 3 42 04:30 1 13 1 48 ' 04:45 4 15 12 74 9 56 22 212 34 286 05:00 5 13 9 50 05:15 10 10 12 56 05:30 21 22 26 47 ' 05:45 11 27 47 72 18 46 65 199 112 271 06:00 12 15 20 47 06:15 18 9 23 30 06:30 19 5 23 23 06:45 17 10 66 39 24 27 90 127 156 166 ' 07:00 21 7 27 25 07:15 14 10 20 24 07:30 18 7 32 21 07:45 27 6 80 30 35 22 114 92 194 122 08:00 39 5 52 16 08:15 21 10 37 17 08:30 17 8 31 18 08:45 19 6 96 29 43 16 163 67 259 96 09:00 22 5 29 6 ' 09:15 21 4 41 18 09:30 21 4 41 9 09:45 22 4 86 17 40 11 151 44 237 61 10:00 16 5 36 13 ' 10:15 15 5 28 10:30 25 6 37 11 1 10:45 27 3 83 19 46 10 147 41 230 60 11:00 23 4 43 13 11:15 25 1 55 6 ' 11:30 14 1 34 11 11:45 23 0 85 6 57 4 189 34 274 40 Total 600 672 1022 1716 1622 2388 Percent 47.2% 52.8% 37.3% 62.7% 40.4°% 59.6% ' Grand 600 672 1022 1716 1622 2388 Total Percent 47.2% 52.8% 37.3% 62.7% 40.4°% 59.6°% ADT ADT 4,010 AADT 4,010 1 City Traffic Counters Page 1 F www.ctcounters.com Inland Center Drive Btwn E Street& I Street Start 17-Feb-16 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 115 13 105 12:15 5 128 8 72 12:30 8 113 11 101 12:45 7 132 28 488 8 116 40 394 68 882 01:00 0 108 5 97 01:15 5 126 8 119 01:30 4 115 10 83 01:45 10 111 19 460 11 65 34 364 53 824 ' 02:00 13 81 7 85 02:15 7 79 8 85 02:30 7 87 14 84 02:45 3 107 30 354 8 90 37 344 67 698 03:00 4 102 12 106 03:15 8 107 13 87 03:30 18 107 13 109 03:45 17 95 47 411 26 97 64 399 111 810 04:00 10 93 22 125 04:15 11 120 16 83 04:30 15 112 29 115 04:45 16 106 52 431 20 84 87 407 139 838 05:00 7 115 16 128 ' 05:15 13 121 27 132 05:30 30 112 20 115 05:45 56 119 106 467 30 84 93 459 199 926 06:00 38 105 25 81 06:15 45 69 35 81 06:30 63 57 29 65 06:45 97 57 243 288 28 53 117 280 360 568 07:00 75 53 44 44 07:15 109 39 34 39 ' 07:30 90 60 42 40 07:45 153 51 427 203 48 29 168 152 595 355 08:00 113 45 52 30 08:15 91 34 57 38 08:30 81 35 47 32 08:45 89 38 374 152 52 37 208 137 582 289 09:00 81 44 53 28 09:15 68 48 68 30 09:30 67 43 61 20 09:45 71 28 287 163 68 23 250 101 537 264 10:00 84 36 70 26 10:15 93 28 71 18 10:30 85 23 68 21 10:45 89 16 351 103 71 7 280 72 631 175 10 11:00 102 23 81 10 11:15 89 20 77 17 11:30 105 18 76 17 11:45 112 17 408 78 88 11 322 55 730 133 Total 2372 3598 1700 3164 4072 6762 Percent 39.7% 60.3% 35.0% 65.0% 37.6% 62.4% Grand 2372 3598 1700 3164 4072 6762 Total Percent 39.7% 60.3% 35.0% 65.0% 37.6% 62.4% ADT ADT 10,834 AADT 10,834 w.n 1 City Traffic Counters Page 1 www.ctcounters.com K Street Btwn Mill St& Rialto Ave i Start 17-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Mominq Afternoon Morning Afternoon Morning Afternoon 12:00 3 23 2 35 12:15 1 30 2 40 12:30 2 30 2 14 12:45 1 21 7 104 4 25 10 114 17 218 01:00 4 20 1 22 01:15 1 23 3 20 01:30 1 22 2 15 01:45 2 22 8 87 1 26 7 83 15 170 02:00 0 32 0 25 02:15 0 23 1 59 02:30 0 21 1 18 02:45 1 25 1 101 2 30 4 132 5 233 03: 6 00 24 1 48 03:15 6 39 2 54 03:30 1 94 1 69 03.45 1 39 8 196 1 31 5 202 13 398 04:00 2 34 0 30 04:15 6 27 1 30 04:30 1 41 1 32 04:45 2 39 11 141 4 35 6 127 17 268 05:00 9 30 3 52 05:15 5 55 2 29 05:30 8 41 5 46 05:45 11 28 33 154 2 34 12 161 45 315 06:00 6 23 3 22 06:15 6 22 3 14 06:30 12 16 4 20 06:45 16 20 40 81 13 9 23 65 63 146 07:00 29 13 28 15 07:15 39 17 60 13 07:30 54 8 30 9 07:45 51 13 173 51 23 14 141 51 314 102 08:00 30 10 29 11 08:15 48 4 46 8 08:30 57 5 62 11 08:45 58 11 193 30 48 10 185 40 378 70 09:00 30 8 20 9 09:15 14 4 11 8 09:30 20 12 21 8 09:45 28 2 92 26 17 12 69 37 161 63 10:00 21 3 18 6 10:15 16 6 20 8 10:30 19 2 10 4 10:45 24 5 80 16 19 3 67 21 147 37 11:00 17 5 27 3 11:15 35 1 27 4 I 11:30 27 4 29 5 11:45 29 2 108 12 13 1 96 13 204 25 Total 754 999 625 1046 1379 2045 Percent 43.0% 57.0% 37.4% 62.6% _ 40.3% 59.7% Grand 754 999 625 1046 1379 2045 Total Percent 43.0% 57.0% 37.4% 62.6% 40.3% 59.7% ADT ADT 3,424 AADT 3,424 1 r City Traffic Counters Page 1 www.ctcounters.com Kendall Dr Btwn E Street&40th Street Start 02-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Tue Mornin Afternoon Mornin Afternoon Momin Afternoon Mornin Afternoon Mornin Afternoon 12:00 16 61 10 107 12:15 13 60 11 81 12:30 4 59 4 61 12:45 9 76 42 256 9 99 34 348 76 604 01:00 8 71 2 86 01:15 6 65 4 56 01:30 8 68 13 80 01:45 6 78 28 282 6 100 25 322 53 604 02:00 4 68 3 87 02:15 3 100 5 112 02:30 4 82 7 109 02:45 2 85 13 335 3 132 18 440 31 775 03:00 3 109 10 85 03:15 5 91 3 82 03:30 6 84 8 117 03:45 3 98 17 382 6 128 27 412 44 794 04:00 6 74 11 117 04:15 7 91 9 91 04:30 4 86 29 96 04:45 6 107 23 358 16 106 65 410 88 768 05:00 4 99 18 114 05:15 14 113 23 122 05:30 8 110 35 105 05:45 12 108 38 430 26 109 102 450 140 880 06:00 16 89 17 117 06:15 13 90 46 112 06:30 18 87 61 85 06:45 45 71 92 337 59 64 183 378 275 715 07:00 55 53 101 77 07:15 49 80 131 53 07:30 54 54 116 64 07:45 62 47 220 234 111 55 459 249 679 483 08:00 63 53 64 59 08:15 48 49 92 50 08:30 54 39 89 50 08:45 62 50 227 191 93 66 338 225 565 416 09:00 50 61 69 48 09:15 57 35 60 52 09:30 62 40 55 38 09:45 53 32 222 168 59 44 243 182 465 350 10:00 43 28 69 24 10:15 53 26 72 25 10:30 46 29 49 25 10:45 54 22 196 105 70 27 260 101 456 206 11:00 55 23 71 25 11:15 55 17 75 19 11:30 68 15 94 18 11:45 55 19 233 74 94 11 334 73 567 147 Total 1351 3152 2088 3590 3439 6742 Percent 30.0% 70.0% 36.8% 63.2% 33.8% 66.2% Grand 1351 3152 2088 3590 3439 6742 Total Percent 30.0% 70.0% 36.8% 63.2% 33.8% 66.2% ADT ADT 10,181 AADT 10,181 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Kendall Drive Btwn 40th Street&Palme Ave — . Start 09-Mar-16 North Hour Totals South Hour Totals Combined Totals—_ Time Wed Morninq Afternoon Morninq Afternoon Mornina Afternoon Morning Afternoon Morning Afternoon 12:00 22 95 19 75 12:15 21 87 10 74 12:30 15 93 10 99 12:45 17 89 75 364 2 101 41 349 116 713 01:00 11 100 12 58 01:15 10 97 3 89 01:30 13 112 6 65 01:45 10 96 44 405 3 84 24 296 68 701 02:00 5 123 3 89 02:15 5 130 5 77 02:30 9 109 5 160 02:45 6 125 25 487 9 130 22 456 47 943 03:00 8 158 5 95 03:15 5 146 6 107 03:30 6 151 6 101 03:45 5 128 24 583 8 146 25 449 49 1032 04:00 10 131 7 138 04:15 9 122 8 118 04:30 7 138 21 112 04:45 11 145 37 536 14 121 50 489 87 1025 a 05:00 14 171 12 114 05:15 14 140 14 122 05:30 15 163 24 112 05:45 21 151 64 625 22 125 72 473 136 1098 06:00 23 176 40 113 06:15 24 181 49 115 06:30 42 135 65 125 06:45 38 154 127 646 76 106 230 459 357 1105 07:00 57 134 98 79 07:15 79 121 175 72 07:30 174 108 148 91 07:45 110 101 420 464 208 72 629 314 1049 778 08:00 86 111 128 53 08:15 69 111 99 68 08:30 101 107 99 58 08:45 100 81 356 410 131 60 457 239 813 649 09:00 72 83 122 34 09:15 40 98 87 41 09:30 66 75 82 40 09:45 87 62 265 318 82 35 373 150 638 468 10:00 69 54 98 27 10:15 64 54 68 42 10:30 63 51 53 37 10:45 67 58 263 217 88 32 307 138 570 355 11:00 35 38 46 26 11:15 70 36 62 27 11:30 79 29 93 11 11:45 90 22 274 125 98 20 299 84 573 209 Total 1974 5180 2529 3896 4503 9076 Percent 27.6% 72.4% 39.4% 60.6% 33.2% 66.8% Grand 1974 5180 2529 3896 4503 9076 Total Percent 27.6% 72.4% 39.4% 60.6% 33.2% 66.8% ADT ADT 13,579 AADT 13,579 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Little Mountain Drive Btwn 27th Street&Northpark Blvd Start 09-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 30 9 86 12:15 12 22 6 66 12:30 4 26 4 76 12:45 4 32 24 110 4 76 23 304 47 414 01:00 6 28 6 87 01:15 6 28 8 111 01:30 3 44 3 94 01:45 4 26 19 126 6 84 23 376 42 502 02:00 2 42 4 106 02:15 2 40 6 80 02:30 4 44 6 119 02:45 4 52 12 178 7 146 23 451 35 629 03:00 0 50 3 122 03:15 1 56 10 111 03:30 2 55 12 114 03:45 3 56 6 217 12 152 37 499 43 716 04:00 2 32 7 128 04:15 2 46 8 104 04:30 2 52 22 95 04:45 7 52 13 182 27 114 64 441 77 623 05:00 4 48 16 99 11W 05:15 4 58 26 125 05:30 6 68 27 131 05:45 10 76 24 250 38 164 107 519 131 769 06:00 6 55 42 116 06:15 14 47 62 110 06:30 21 44 78 114 06:45 26 48 67 194 98 76 280 416 347 610 07:00 36 27 140 70 07:15 56 34 184 74 07:30 48 48 213 67 07:45 49 34 189 143 124 62 661 273 850 416 08:00 29 36 98 74 08:15 32 30 89 64 08:30 29 34 102 58 08:45 41 25 131 125 104 56 393 252 524 377 09:00 32 31 86 32 09:15 36 28 74 34 09:30 48 28 99 42 09:45 46 15 162 102 88 36 347 144 509 246 10:00 26 14 66 34 10:15 20 11 50 22 10:30 24 12 74 18 10:45 26 10 96 47 62 17 252 91 348 138 .r 11:00 28 13 63 20 11:15 34 16 78 19 11:30 33 12 73 10 11:45 46 12 141 53 87 18 301 67 442 120 Total 884 1727 2511 3833 3395 5560 Percent 33.9% 66.1% 39.6% 60.4% 37.9% 62.1% Grand 884 1727 2511 3833 3395 5560 Total Percent 33.9% 66.1% 39.6% 60.4% 37.9% 62.1 ADT ADT 8,955 AADT 8,955 r City Traffic Counters Page 1 www.ctcounters.com Lynwood Dr Btwn Valencia Ave &Del Rosa Ave Start 04-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morninq Afternoon 12:00 18 70 16 64 12:15 9 79 10 77 12:30 10 73 20 74 12:45 8 64 45 286 10 67 56 282 101 568 01:00 4 66 7 75 01:15 9 77 7 71 01:30 5 85 10 83 01:45 7 88 25 316 2 72 26 301 51 617 02:00 6 76 3 82 02:15 11 90 14 83 02:30 4 74 3 75 02:45 10 103 31 343 9 113 29 353 60 696 03:00 7 99 7 130 03:15 17 99 7 142 03:30 12 93 8 116 03:45 14 93 50 384 4 120 26 508 76 892 04:00 14 85 10 134 04:15 24 88 5 127 04:30 27 86 8 122 04:45 21 94 86 353 12 146 35 529 121 882 05:00 25 98 8 157 05:15 46 89 151 05:30 42 92 14 4 141 05:45 35 87 148 366 6 137 37 586 185 952 06:00 48 69 10 133 06:15 49 84 15 126 06:30 55 60 24 121 06:45 88 68 240 281 20 122 69 502 309 783 07:00 99 65 38 134 07:15 126 57 71 75 07:30 118 46 55 72 07:45 96 39 439 207 59 68 223 349 662 556 08:00 94 61 59 77 08:15 103 46 57 59 08:30 110 34 66 47 08:45 92 41 399 182 78 51 260 234 659 416 09:00 68 36 66 58 09:15 58 36 43 61 09:30 59 47 54 47 09:45 59 27 244 146 50 46 213 212 457 358 10:00 69 31 43 41 10:15 63 26 51 50 10:30 61 30 51 26 10:45 60 17 253 104 68 38 213 155 466 259 11:00 75 14 41 25 11:15 68 15 52 21 11:30 78 13 42 24 11:45 67 9 288 51 47 16 182 86 470 137 Total 2248 3019 1369 4097 — 3617 7116 Percent 42.7% 57.3% 25.0% 75.0% 33.7% 66.3%, Grand 2248 3019 1369 4097 3617 7116 Total Percent 42.7% 57.3% 25.0% 75.0% 33.7% 66.3% ADT ADT 10,733 AADT 10,733 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Macy St Btwn Highland Ave&North City Limits Start 10-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Mornino Afternoon Mornina Afternoon Morning Afternoon 12:00 16 63 5 64 12:15 10 37 5 56 12:30 2 54 4 48 12:45 6 42 34 196 3 50 17 218 51 414 01:00 5 56 6 59 01:15 3 53 3 46 01:30 7 46 4 51 01:45 5 50 20 205 2 54 15 210 35 415 02:00 6 55 2 50 02:15 5 46 1 49 02:30 4 60 7 82 02:45 1 99 16 260 6 55 16 236 32 496 03:00 7 81 5 56 03:15 4 86 7 58 03:30 8 86 24 60 03:45 5 72 24 325 17 86 53 260 77 585 04:00 4 75 19 65 04:15 8 78 27 58 04:30 7 76 44 78 1 04:45 8 71 27 300 51 58 141 259 168 559 05:00 16 104 39 65 05:15 11 82 46 62 05:30 12 92 52 59 05:45 27 89 66 367 36 74 173 260 239 627 06:00 12 80 40 61 06:15 12 73 62 51 06:30 25 72 52 40 06:45 28 68 77 293 70 58 224 210 301 503 07:00 35 57 97 56 07:15 60 50 106 49 07:30 66 39 84 30 07:45 47 39 208 185 75 38 362 173 570 358 08:00 44 39 60 30 08:15 44 40 58 26 08:30 39 48 68 28 08:45 42 36 169 163 70 18 256 102 425 265 09:00 31 35 62 20 09:15 38 20 40 23 09:30 34 20 44 27 09:45 34 24 137 99 62 15 208 85 345 184 10:00 40 30 50 17 10:15 31 30 26 16 10:30 32 14 42 8 10:45 29 23 132 97 39 12 157 53 289 150 11:00 36 17 32 12 11:15 51 14 38 4 11:30 45 12 48 12 11:45 39 10 171 53 58 2 176 30 347 83 Total 1081 2543 1798 2096 2879 4639 Percent 29.8% 70.20/. 46.2% 53.8% 38.30/. 61.71/. Grand 1081 2543 1798 2096 2879 4639 Total Percent 29.8% 70.2% 46.2% 53.8% 38.3% 61.7% ADT ADT 7,518 AADT 7,518 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Marshall Blvd Btwn Little Moumtain Dr&Ladera Rd w Start 10-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morninq Afternoon Mornincl Afternoon Morninq Afternoon Morninq Afternoon 12:00 2 13 1 4 ' 12:15 4 14 2 5 12:30 2 12 0 2 12:45 2 13 10 52 0 2 3 13 13 65 01:00 3 17 0 5 01:15 1 19 0 2 01:30 1 17 0 0 01:45 0 11 5 64 0 3 0 10 5 74 02:00 0 12 0 5 02:15 0 12 0 4 02:30 0 15 1 2 02:45 1 10 1 49 0 2 1 13 2 62 03:00 1 17 1 5 03:15 0 15 0 9 03:30 1 16 0 10 03:45 3 17 5 65 0 11 1 35 6 100 04:00 1 16 0 5 04:15 1 9 0 5 04:30 3 12 0 6 04:45 4 18 9 55 0 14 0 30 9 85 05:00 1 14 0 6 05:15 5 19 1 7 05:30 0 16 0 15 05:45 4 21 10 70 1 12 2 40 12 110 06:00 4 27 0 19 06:15 3 16 1 10 I 06:30 0 17 0 2 06:45 5 15 12 75 2 5 3 36 15 111 07:00 12 13 3 1 07:15 13 10 4 4 07:30 14 12 5 5 07:45 14 11 53 46 9 6 21 16 74 62 08:00 9 9 3 5 08:15 8 13 4 3 08:30 10 8 5 5 08:45 11 11 38 41 4 5 16 18 54 59 09:00 15 8 6 3 09:15 16 10 6 2 09:30 10 9 3 2 09:45 10 3 51 30 7 8 22 15 73 45 10:00 12 8 2 2 10:15 15 5 2 0 10:30 9 9 0 3 10:45 11 2 47 24 1 3 5 8 52 32 11:00 15 8 3 0 11:15 12 4 0 2 11:30 13 2 4 1 11:45 16 3 56 17 2 1 9 4 65 21 Total 297 588 83 238 380 826 Percent 33.6% 66.4% 25.9% 74.1% 31.5% 68.5% Grand P97 588 83 238 380 826 Total Percent 33.6% 66.4% 25.9% 74.1% 31.5% 68.5% ADT ADT 1,206 AADT 1,206 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Marshall Blvd Btwn Ladera Rd&Waterman Ave Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morninq Afternoon Morning Afternoon MorninQ Afternoon Morning Afternoon Morning Afternoon 12:00 5 25 4 14 12:15 3 31 3 15 12:30 2 39 1 25 12:45 1 33 11 128 1 23 9 77 20 205 01:00 2 23 0 14 01:15 2 36 1 22 01:30 2 40 0 26 01:45 1 25 7 124 0 13 1 75 8 199 02:00 3 39 2 15 02:15 4 27 3 16 02:30 2 32 0 20 02:45 1 28 10 126 0 13 5 64 15 190 03:00 3 47 1 24 03:15 2 41 0 19 03:30 4 35 2 18 03:45 4 70 13 193 1 39 4 100 17 293 04:00 6 37 1 20 04:15 6 39 3 19 04:30 2 48 2 16 1 04:45 8 43 22 167 7 19 13 74 35 241 05:00 2 52 2 20 05:15 11 41 7 17 05:30 3 68 2 31 05:45 7 47 23 208 6 22 17 90 40 298 06:00 19 46 16 19 06:15 16 39 14 15 I 06:30 16 39 9 12 06:45 27 33 78 157 17 10 56 56 134 213 07:00 23 29 15 19 07:15 63 26 40 11 07:30 62 22 42 15 07:45 47 25 195 102 34 13 131 58 326 160 08:00 31 22 25 14 08:15 29 21 19 10 08:30 39 23 24 5 08:45 34 20 133 86 17 8 85 37 218 123 09:00 45 18 24 8 w 09:15 20 17 11 9 09:30 23 17 10 9 09:45 19 12 107 64 8 9 53 35 160 99 10:00 25 9 14 4 10:15 13 11 8 3 10:30 21 7 14 4 10:45 21 8 80 35 13 4 49 15 129 50 11:00 32 5 16 2 11:15 21 12 10 4 11:30 19 6 10 2 11:45 23 4 95 27 15 1 51 9 146 36 Total 774 1417 474 690 1248 2107 Percent 35.3% 64.7% 40.7% 59.3% 37.2% 62.81/o Grand 774 1417 474 690 1248 2107 Total Percent 35.3% 64.7% 40.7% 59.3% 37.2% 62.8% ADT ADT 3,355 AADT 3,355 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Massachusetts Ave Btwn Baseline St&Highland Ave Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornina Afternoon Mornina Afternoon Morning Afternoon 12:00 2 29 2 14 12:15 5 24 6 25 12:30 2 25 3 20 12:45 0 36 9 114 5 18 16 77 25 191 01:00 2 27 5 17 01:15 0 21 4 22 01:30 5 25 1 12 01:45 1 19 8 92 3 10 13 61 21 153 02:00 3 17 3 10 02:15 1 20 2 17 02:30 2 30 1 17 02:45 3 27 9 94 3 21 9 65 18 159 03:00 3 28 2 23 03:15 3 32 1 25 03:30 3 21 1 22 03:45 3 53 12 134 0 32 4 102 16 236 04:00 2 39 2 24 04:15 0 40 1 22 04:30 7 24 2 32 04:45 7 38 16 141 3 27 8 105 24 246 05:00 3 35 2 16 05:15 5 32 4 25 05:30 6 21 2 19 05:45 15 32 29 120 3 15 11 75 40 195 06:00 4 30 3 39 06:15 12 31 5 36 06:30 12 34 2 18 06:45 12 31 40 126 5 16 15 109 55 235 07:00 13 23 11 13 07:15 17 24 10 16 07:30 18 11 10 20 07:45 25 16 73 74 8 16 39 65 112 139 08:00 20 19 13 18 08:15 20 18 13 20 08:30 29 19 26 22 08:45 29 16 98 72 20 13 72 73 170 145 09:00 25 18 15 12 09:15 21 17 6 17 09:30 13 16 21 20 09:45 19 12 78 63 7 7 49 56 127 119 I 10:00 19 7 16 10 10:15 18 10 12 2 10:30 18 9 12 7 10:45 26 9 81 35 13 9 53 28 134 63 11:00 18 5 12 12 11:15 26 6 10 2 11:30 20 5 20 6 11:45 22 3 86 _ 19 22 2 64 22 150 41 Total 539 1084 353 838 892 1922 Percent _ 33.2% 66.8% 29.6% 70.4% 31.7% 68.3% Grand 539 1084 353 838 892 1922 Total Percent 33.2% 66.8% 29.6% 70.4% 31.7% 68.3% ADT ADT 2,814 AADT 2,814 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Medical Center Dr Btwn 5th Street&Baseline St Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornin Afternoon Morning Afternoon Morning Afternoon 12:00 7 45 6 37 1 12:15 13 46 7 42 12:30 5 49 8 40 12:45 6 52 31 192 6 51 27 170 58 362 01:00 6 55 3 32 01:15 3 58 7 48 01:30 2 42 4 34 01:45 1 59 12 214 1 42 15 156 27 370 02:00 5 58 3 63 02:15 2 57 6 47 02:30 2 62 0 70 02:45 4 60 13 237 3 69 12 249 25 486 03:00 2 98 5 75 03:15 4 63 2 61 03:30 2 73 5 62 03:45 14 102 22 336 5 88 17 286 39 622 04:00 6 69 8 60 04:15 7 59 2 83 04:30 9 59 10 51 04:45 12 78 34 265 9 58 29 252 63 517 05:00 12 64 7 78 05:15 18 66 8 60 05:30 24 86 7 73 05:45 14 63 68 279 14 62 36 273 104 552 06:00 23 74 12 64 06:15 18 63 6 60 06:30 21 56 16 43 06:45 27 57 89 250 18 38 52 205 141 455 07:00 35 48 31 47 07:15 56 29 61 34 07:30 93 37 85 38 07:45 104 34 288 148 64 34 241 153 529 301 08:00 66 35 44 34 08:15 49 41 57 29 08:30 47 39 49 30 08:45 62 23 224 138 58 31 208 124 432 262 09:00 59 25 58 31 09:15 57 30 37 17 09:30 41 24 30 23 09:45 34 25 191 104 39 26 164 97 355 201 10:00 43 19 47 28 10:15 36 21 29 21 10:30 46 21 33 23 10:45 48 18 173 79 28 15 137 87 310 166 11:00 50 18 45 15 11:15 36 12 37 9 11:30 46 14 36 12 11:45 46 13 178 57 30 11 148 47 326 104 yr Total 1323 2299 1086 2099 2409 4398 Percent 36.5% 63.5% 34.1% 65.9% 35.4% 64.6% Grand 1323 2299 1086 2099 2409 4398 Total Percent 36.5% 63.5% 34.1% 65.9% 35.4% 64.6% ADT ADT 6,807 AADT 6,807 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Medical Center Dr Baseline St&Highland Ave Start 11-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morninq Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 12 80 13 64 ' 12:15 6 86 12 72 12:30 12 91 13 72 12:45 6 77 36 334 9 86 47 294 83 628 01:00 6 89 10 77 01:15 9 77 5 59 01:30 6 92 6 68 01:45 1 94 22 352 8 86 29 290 51 642 02:00 6 96 8 86 02:15 2 95 6 90 6" 02:30 2 106 6 121 02:45 4 112 14 409 3 111 23 408 37 817 03:00 6 162 3 130 03:15 2 121 4 99 03:30 5 86 5 103 03:45 11 112 24 481 9 115 21 447 45 928 04:00 13 112 11 120 04:15 11 116 4 101 04:30 12 108 9 103 04:45 21 124 57 460 14 106 38 430 95 890 05:00 16 119 12 100 05:15 15 120 18 81 05:30 18 105 15 102 05:45 24 120 73 464 15 125 60 408 133 872 06:00 30 114 13 102 06:15 22 107 17 100 06:30 31 111 27 89 06:45 33 87 116 419 34 74 91 365 207 784 07:00 46 96 60 85 07:15 59 83 102 86 07:30 99 77 150 52 07:45 114 73 318 329 119 47 431 270 749 599 08:00 84 64 81 64 08:15 69 66 53 61 08:30 67 65 70 63 08:45 79 60 299 255 84 60 288 248 587 503 09:00 78 51 83 33 09:15 68 45 69 53 09:30 58 36 74 37 09:45 65 41 269 173 60 31 286 154 555 327 10:00 61 51 68 31 ® 10:15 63 31 59 28 10:30 78 31 61 27 ®„ 10:45 59 32 261 145 67 29 255 115 516 260 11:00 69 38 72 29 11:15 75 25 69 19 11:30 66 14 70 18 11:45 82 15 292 92 84 23 295 89 587 181 a Total 1781 3913 1864 3518 3645 7431 Percent 31.3% 68.7% _ 34.6% 65.4% 32.9% 67.1% Grand 1781 3913 1864 3518 3645 7431 Total Percent 31.3% 68.7% 34.6% 65.4% 32.9% 67.1°k ADT ADT 11,076 AADT 11,076 1 City Traffic Counters Page 1 ' www.ctcounters.com Meridian Ave Btwn Randall Ave &Mill St Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Mominq Afternoon Moming Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 36 10 33 12:15 4 39 9 44 12:30 6 31 11 53 12:45 6 41 22 147 3 38 33 168 55 315 01:00 1 50 7 40 01:15 0 41 7 35 01:30 0 59 6 29 01:45 6 55 7 205 3 39 23 143 30 348 02:00 3 64 6 71 02:15 2 56 3 79 02:30 4 70 1 68 02:45 8 60 17 250 1 63 11 281 28 531 03:00 6 79 2 77 03:15 10 61 2 133 03:30 17 60 0 97 03:45 11 48 44 248 3 70 7 377 51 625 04:00 10 59 7 77 04:15 21 46 2 67 04:30 22 42 8 85 rW 04:45 22 56 75 203 3 77 20 306 95 509 05:00 23 51 2 85 ' 05:15 34 60 5 97 05:30 32 47 8 66 05:45 22 48 111 206 18 65 33 313 144 519 06:00 35 46 9 88 06:15 43 57 4 56 ® 06:30 48 41 13 53 06:45 45 51 171 195 36 65 62 262 233 457 07:00 87 41 40 65 07:15 100 42 45 38 07:30 79 28 60 64 07:45 95 28 361 139 72 38 217 205 578 344 08:00 83 43 92 45 08:15 47 24 74 44 08:30 41 34 45 40 08:45 40 32 211 133 39 42 250 171 461 304 09:00 42 31 32 27 09:15 35 35 28 30 09:30 26 20 25 27 09:45 36 22 139 108 24 26 109 110 248 218 10:00 26 17 40 22 10:15 38 14 26 18 10:30 41 15 44 16 10:45 32 16 137 62 34 17 144 73 281 135 ' 11:00 46 12 36 16 11:15 40 14 34 12 11:30 41 7 56 16 11:45 39 3 166 36 27 14 153 58 319 94 Total 1461 1932 1062 2467 2523 4399 Percent 43.1% 56.9% 30.1% 69.9% 36.4% 63.6% Grand 1461 1932 1062 2467 2523 4399 Total Percent 43.1% 56.9% 30.1% 69.9% 36.4% 63.6% ADT ADT 6,922 AADT 6,922 City Traffic Counters Page 1 ' www.ctcounters.com Meridian Ave ' Btwn Rialto Ave&Foothill Blvd Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Mornin Aftemoon Mornin Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 64 15 19 12:15 15 47 2 20 12:30 13 71 9 18 12:45 10 79 46 261 6 22 32 79 78 340 01:00 11 68 5 16 01:15 6 93 5 12 01:30 6 54 1 25 01:45 8 95 31 310 4 28 15 81 46 391 ' 02:00 7 79 0 35 02:15 19 85 2 53 02:30 5 97 4 46 02:45 6 88 37 349 3 53 9 187 46 536 03:00 5 98 0 35 ' 03:15 15 87 0 44 03:30 5 97 1 30 03:45 7 89 32 371 2 49 3 158 35 529 04:00 24 88 1 54 04:15 22 98 1 33 04:30 28 88 4 32 04:45 16 95 90 369 1 32 7 151 97 520 05:00 37 99 1 49 05:15 33 109 6 21 05:30 36 78 1 33 05:45 37 103 143 389 7 22 15 125 158 514 06:00 45 123 2 31 06:15 39 86 8 23 +■N 06:30 63 74 9 34 06:45 44 69 191 352 16 35 35 123 226 475 07:00 71 64 15 31 07:15 88 63 17 21 07:30 92 72 24 24 07:45 110 71 361 270 21 33 77 109 438 379 08:00 79 71 17 26 08:15 60 75 11 9 08:30 67 41 19 28 ' 08:45 69 45 275 232 17 24 64 87 339 319 09:00 70 43 15 24 09:15 70 40 17 21 09:30 67 35 15 24 ' 09:45 49 19 256 137 15 23 62 92 318 229 10:00 56 39 20 10 10:15 69 27 13 16 10:30 61 19 25 7 10:45 61 40 247 125 21 5 79 38 326 163 ' 11:00 59 17 32 20 11:15 63 20 23 11 11:30 65 29 23 7 11:45 61 21 248 87 22 10 100 48 348 135 Total 1957 3252 498 1278 2455 4530 Percent 37.6% 62.4% 28.0% 72.0% 35.1% _64.9% Grand 1957 3252 498 1278 2455 4530 Total Percent 37.6% 62.4% 28.0% 72.0% 35.1% 64.9% ' ADT ADT 6,976 AADT 6,976 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Mill Street Btwn Bordwell Ave&Waterman Ave r Start 10-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Mornin Afternoon Mornino Afternoon Morning Afternoon Morning Afternoon 12:00 24 187 35 174 ' 12:15 23 219 36 200 12:30 26 222 28 205 12:45 10 207 83 835 27 173 126 752 209 1587 01:00 22 192 32 197 01:15 12 201 18 170 01:30 13 195 22 173 01:45 18 194 65 782 14 199 86 739 151 1521 02:00 13 220 15 205 02:15 11 214 22 204 02:30 13 211 10 179 02:45 13 246 50 891 16 164 63 752 113 1643 03:00 15 230 13 212 03:15 13 223 14 211 03:30 16 239 23 215 I! 03:45 43 255 87 947 23 244 73 882 160 1829 04:00 27 244 24 285 04:15 15 227 38 230 04:30 41 197 29 244 04:45 51 222 134 890 40 219 131 978 265 1868 05:00 58 220 44 247 05:15 40 248 48 246 05:30 52 225 53 243 05:45 105 220 255 913 51 253 196 989 451 1902 06:00 81 249 72 273 06:15 84 251 75 200 06:30 85 205 52 179 06:45 131 177 381 882 100 183 299 835 680 1717 07:00 137 178 147 168 07:15 184 193 204 147 07:30 218 182 203 144 07:45 216 158 755 711 213 139 767 598 1522 1309 08:00 221 168 194 112 08:15 158 146 173 120 08:30 147 166 153 121 08:45 163 164 689 644 153 117 673 470 1362 1114 09:00 176 138 172 105 ' 09:15 141 99 128 114 09:30 132 120 134 95 09:45 144 73 593 430 129 92 563 406 1156 836 10:00 161 86 141 105 ® 10:15 157 65 115 87 10:30 167 51 117 82 10:45 162 43 647 245 137 60 510 334 1157 579 11:00 200 55 178 59 11:15 194 39 151 44 11:30 166 37 169 49 11:45 192 32 752 163 159 40 657 192 1409 355_ Total 4491 8333 4144 7927 8635 16260 Percent 35.0% 65.0% 34.3% 65.7% 34.71/. 65.31/. Grand 4491 8333 4144 7927 8635 16260 Total Percent 35.0% 65.0% 34.3% 65.7% 34.7% 65.3% ADT ADT 24,895 AADT 24,895 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Mill St Btwn Waterman Ave&Tippecanoe Ave Start 23-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morninci Afternoon Mornin Afternoon Morning Afternoon _ 12:00 24 89 39 71 ' 12:15 20 78 10 68 12:30 8 85 19 70 12:45 22 103 74 355 20 107 88 316 162 671 01:00 17 112 11 86 01:15 11 111 27 64 01:30 8 102 25 69 01:45 17 83 53 408 42 95 105 314 158 722 02:00 22 108 31 73 02:15 14 75 14 70 ' 02:30 7 88 32 62 02:45 6 104 49 375 22 101 99 306 148 681 03:00 24 99 18 83 03:15 6 82 35 113 ' 03:30 13 75 22 88 03:45 18 84 61 340 57 112 132 396 193 736 04:00 18 96 38 99 04:15 15 84 29 116 04:30 15 105 28 68 04:45 10 102 58 387 40 86 135 369 193 756 05:00 27 125 25 74 05:15 20 136 38 115 05:30 18 116 44 72 05:45 35 104 100 481 34 115 141 376 241 857 06:00 73 125 51 64 06:15 45 90 32 74 06:30 76 77 35 46 06:45 95 58 289 350 39 48 157 232 446 582 07:00 125 51 61 27 07:15 91 32 67 29 07:30 101 56 83 33 07:45 80 35 397 174 86 32 297 121 694 295 08:00 95 46 108 20 08:15 118 41 73 18 08:30 78 39 58 25 08:45 62 45 353 171 53 31 292 94 645 265 09:00 61 34 66 20 ' 09:15 54 37 64 30 09:30 60 37 58 30 09:45 60 44 235 152 63 28 251 108 486 260 10:00 66 58 76 48 10:15 79 26 57 30 10:30 70 25 65 22 10:45 69 37 284 146 80 21 278 121 562 267 11:00 62 26 75 24 11:15 65 16 77 17 11:30 103 25 59 25 11:45 90 25 320 92 70 51 281 117 601 209 Total 2273 3431 2256 2870 4529 6301 Percent 39.8% 60.2% 44.0% 56.0% 41.8% 58.2% Grand 2273 3431 2256 2870 4529 6301 Total Percent 39.8% 60.2% 44.0% 56.0% 41.8% 58.2% ADT ADT 10,830 AADT 10,830 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Miramonte Ave Btwn 23rd Street&Marshall Blvd Start 09-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Mornina Afternoon Morning Afternoon Morning Afternoon 12:00 0 16 0 8 12:15 0 7 0 11 12:30 0 6 0 8 12:45 1 12 1 41 0 12 0 39 1 80 01:00 1 7 1 10 01:15 1 11 0 8 01:30 0 13 0 10 01:45 2 14 4 45 0 14 1 42 5 87 02:00 2 12 1 15 02:15 1 13 1 7 ' 02:30 1 12 0 12 02:45 2 15 6 52 0 10 2 44 8 96 03:00 0 18 0 14 03:15 0 18 3 20 03:30 0 28 3 14 03:45 0 26 0 90 3 16 9 64 9 154 04:00 1 10 2 11 04:15 2 8 4 8 04:30 1 17 4 12 04:45 1 26 5 61 5 21 15 52 20 113 05:00 1 27 6 14 05:15 2 22 5 4 05:30 2 21 6 19 05:45 2 24 7 94 6 14 23 51 30 145 06:00 2 12 8 16 06:15 4 12 11 13 I 06:30 5 16 16 14 06:45 14 22 25 62 22 12 57 55 82 117 07:00 7 16 12 8 07:15 5 13 13 4 07:30 10 9 12 8 07:45 10 15 32 53 10 6 47 26 79 79 08:00 8 18 18 10 08:15 14 10 20 10 08:30 19 12 22 8 08:45 12 11 53 51 10 8 70 36 123 87 09:00 10 14 14 6 09:15 9 2 5 3 09:30 8 6 16 6 09:45 7 5 34 27 10 5 45 20 79 47 10:00 5 3 14 4 10:15 14 6 17 2 10:30 10 4 6 2 10:45 10 2 39 15 8 1 45 9 84 24 11:00 7 5 10 4 11:15 6 6 4 2 11:30 8 0 6 2 11:45 11 4 32 15 10 1 30 9 62 24 Total 238 606 344 447 582 1053 Percent 28.2% 71.8% 43.5% 56.5% 35.6% 64.4°% Grand 238 606 344 447 582 1053 Total Percent 28.2% 71.8% 43.5% 56.5% 35.6°% 64.4% ADT ADT 1,635 AADT 1,635 1 City Traffic Counters Page 1 www.ctcounters.com Mountain Ave Btwn 39th St&40th St Start 04-Feb-16 North Hour Totals South HourTotals Combined Totals ' Time Thu Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 31 7 40 12:15 6 39 14 53 12:30 8 34 10 41 12:45 1 30 19 134 11 37 42 171 61 305 ' 01:00 2 37 19 48 01:15 3 28 14 50 01:30 3 34 10 50 01:45 0 31 8 130 0 69 43 217 51 347 02:00 2 42 8 37 02:15 0 49 0 38 02:30 0 43 0 57 02:45 2 42 4 176 4 81 12 213 16 389 03:00 0 40 0 75 03:15 0 40 5 64 03:30 2 43 0 94 03:45 2 50 4 173 3 134 8 367 12 540 04:00 1 40 3 96 04:15 1 46 2 95 04:30 0 41 4 92 04:45 1 39 3 166 2 77 11 360 14 526 05:00 3 41 6 102 05:15 5 53 3 120 05:30 3 60 9 107 05:45 6 41 17 195 17 120 35 449 52 644 06:00 2 34 17 100 06:15 12 43 22 97 06:30 11 41 36 89 06:45 35 25 60 143 37 75 112 361 172 504 07:00 42 26 65 80 07:15 36 26 72 68 07:30 32 25 81 69 07:45 26 26 136 103 80 75 298 292 434 395 08:00 30 24 68 57 08:15 42 24 75 54 08:30 41 16 95 52 08:45 35 19 148 83 86 37 324 200 472 283 09:00 27 20 60 50 09:15 22 22 56 49 09:30 20 14 55 32 09:45 31 12 100 68 32 24 203 155 303 223 10:00 26 13 24 21 10:15 16 14 40 29 10:30 26 10 39 23 10:45 31 5 99 42 31 14 134 87 233 129 11:00 29 6 28 18 11:15 20 2 41 12 11:30 35 5 41 4 11:45 38 12 122 25 45 18 155 52 277 77 Total 720 1438 1377 2924 2097 4362 Percent _ 33.4% 66.6% 32.0% 68.0% 32.5% 67.5% Grand 720 1438 1377 2924 2097 4362 Total Percent 33.4% 66.6% 32.0% 68.0% 32.5% 67.5% ADT ADT 6,459 AADT 6,459 City Traffic Counters Page 1 www.ctcounters.com Mt Vernon Ave Btwn Grant Ave& Rialto Ave Start 17-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Wed Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 13 141 16 170 12:15 14 164 14 205 12:30 13 138 9 213 12:45 16 173 56 616 9 180 48 768 104 1384 01:00 4 128 16 147 01:15 9 132 8 153 01:30 11 134 7 191 01:45 18 179 42 573 14 222 45 713 87 1286 02:00 12 166 5 239 02:15 12 131 7 134 rrr 02:30 10 157 15 157 02:45 9 154 43 608 17 195 44 725 87 1333 03:00 4 184 10 170 ' 03:15 10 171 15 178 03:30 5 195 12 203 03:45 5 198 24 748 20 230 57 781 81 1529 04:00 17 179 23 252 04:15 13 188 36 230 04:30 11 175 31 224 04:45 20 185 61 727 33 252 123 958 184 1685 05:00 23 212 34 230 ' 05:15 19 204 64 254 05:30 22 256 63 244 05:45 29 216 93 888 63 257 224 985 317 1873 06:00 40 192 67 259 06:15 35 152 57 208 06:30 47 146 84 207 06:45 53 153 175 643 122 178 330 852 505 1495 07:00 73 144 111 181 07:15 81 139 117 147 07:30 131 131 193 145 07:45 146 113 431 527 232 145 653 618 1084 1145 08:00 132 97 173 142 08:15 116 94 142 113 08:30 124 92 148 81 08:45 123 96 495 379 161 118 624 454 1119 833 09:00 114 93 163 105 09:15 159 71 190 62 09:30 117 80 168 83 ' 09:45 157 53 547 297 165 77 686 327 1233 624 10:00 150 57 150 60 10:15 128 32 137 28 10:30 137 42 184 40 10:45 193 30 608 161 231 40 702 168 1310 329 ' 11:00 145 16 195 40 11:15 155 22 162 30 11:30 125 20 183 21 11:45 159 24 584 82 146 20 686 111 1270 193 ' Total 3159 6249 4222 7460 — 7381 13709 Percent 33.6% 66.4% 36.1% 63.9% 35.0% 65.0% Grand 3159 6249 4222 7460 7381 13709 Total Percent 33.6% 66.4% 36.1% 63.9% 35.0% 65.0% - ADT ADT 21,090 AADT 21,090 1 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Mt Vernon Ave Btwn 7th Street&21 st Street ' Start 10-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninci Afternoon Mornina Afternoon Morning Afternoon 12:00 18 92 16 94 ' 12:15 12 99 19 103 12:30 6 87 10 97 12:45 13 97 49 375 11 96 56 390 105 765 01:00 6 96 13 109 ' 01:15 5 93 6 100 01:30 6 94 6 82 01:45 10 97 27 380 10 98 35 389 62 769 02:00 16 95 14 114 02:15 5 84 9 92 02:30 9 116 11 121 02:45 7 116 37 411 13 119 47 446 84 857 03:00 3 98 11 130 03:15 5 121 7 129 ' 03:30 14 91 4 138 03:45 10 133 32 443 6 142 28 539 60 982 04:00 8 121 8 135 04:15 15 111 8 136 04:30 12 96 14 104 04:45 13 105 48 433 14 129 44 504 92 937 05:00 16 94 19 117 05:15 16 111 10 143 05:30 26 94 11 138 05:45 32 125 90 424 25 131 65 529 155 953 06:00 22 114 17 131 06:15 26 128 17 148 06:30 25 106 27 132 06:45 44 68 117 416 49 119 110 530 227 946 07:00 66 79 41 87 07:15 65 100 54 108 07:30 89 81 79 89 07:45 99 71 319 331 71 93 245 377 564 708 08:00 98 55 72 70 08:15 82 66 73 94 08:30 80 58 98 81 08:45 97 35 357 214 83 72 326 317 683 531 09:00 104 51 85 58 ' 09:15 80 48 63 55 09:30 77 40 81 56 09:45 76 33 337 172 75 60 304 229 641 401 10:00 79 28 68 36 10:15 74 32 69 39 10:30 83 26 80 40 10:45 68 29 304 115 85 36 302 151 606 266 11:00 86 24 89 29 11:15 86 29 93 24 ' 11:30 93 25 80 20 11:45 85 20 350 98 99 31 361 104 711 202 Total 2067 3812 1923 4505 3990 8317 Percent 35.2% 64.8% 29.9% 70.1% 32.4% 67.6% Grand 2067 3812 1923 4505 3990 8317 Total Percent 35.2% 64.8% 29.9% 70.1% 32.4% 67.6% ADT ADT 12,307 AADT 12,307 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Mt Vernon Ave Btwn 21 st Street&27th Street Start 10-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornino Afternoon Morning Afternoon Morning Afternoon 12:00 10 54 9 35 12:15 6 48 2 39 12:30 2 44 12 56 12:45 3 46 21 192 3 42 26 172 47 364 01:00 3 54 5 49 01:15 3 40 2 47 01:30 5 41 2 59 01:45 6 53 17 188 8 47 17 202 34 390 02:00 7 56 9 49 02:15 6 64 2 44 02:30 2 55 61 1 02:45 10 73 25 248 1 47 19 201 44 449 03:00 2 65 2 44 03:15 1 71 2 71 03:30 4 8 68 81 03:45 6 81 13 295 5 62 17 245 30 540 04:00 5 62 1 70 04:15 3 64 1 50 04:30 8 51 2 41 04:45 9 61 25 238 2 50 6 211 31 449 05:00 12 51 6 45 05:15 9 61 4 38 05:30 12 61 5 36 05:45 15 60 48 233 6 47 21 166 69 399 06:00 12 63 4 51 06:15 10 73 11 62 06:30 11 56 9 63 06:45 18 49 51 241 13 38 37 214 88 455 07:00 17 47 21 35 07:15 37 50 26 32 07:30 35 24 30 36 07:45 30 37 119 158 49 23 126 126 245 284 ' 08:00 42 38 41 28 08:15 41 35 34 34 08:30 42 33 41 27 08:45 37 25 162 131 54 26 170 115 332 246 09:00 52 27 40 32 09:15 38 36 37 19 09:30 47 19 26 21 09:45 45 32 182 114 31 19 134 91 316 205 10:00 41 14 43 17 10:15 40 22 40 14 ' 10:30 35 13 44 18 10:45 48 17 164 66 43 12 170 61 334 127 11:00 42 13 33 9 11:15 57 10 49 13 11:30 43 10 38 13 11:45 53 11 195 44 37 13 157 48 352 92 Total 1022 2148 900 1852 1922 4000 Percent 32.2% 67.8% 32.7% 67.3% 32.5% 67.5% Grand 1022 2148 900 1852 1922 4000 Total Percent 32.2% 67.8% 32.7% 67.3% 32.5% 67.5% ADT ADT 5,922 AADT 5,922 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Mt View Ave Btwn Victoria St&Highland Ave Start 10-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornina Afternoon Mornina Afternoon Morning Afternoon 12:00 6 30 8 42 12:15 2 37 7 42 12:30 2 43 4 54 12:45 2 41 12 151 1 40 20 178 32 329 01:00 4 35 1 38 01:15 2 42 3 37 01:30 3 22 2 32 01:45 6 30 15 129 4 46 10 153 25 282 02:00 4 22 3 49 02:15 5 36 4 56 02:30 6 52 4 38 02:45 6 49 21 159 2 54 13 197 34 356 03:00 5 52 1 46 03:15 4 60 4 52 03:30 3 66 6 98 03:45 4 46 16 224 3 67 14 263 30 487 04:00 6 45 4 50 04:15 2 43 0 57 04:30 7 34 3 72 04:45 5 38 20 160 2 65 9 244 29 404 05:00 8 39 3 104 'o 05:15 14 36 7 58 05:30 8 42 5 78 05:45 14 43 44 160 6 50 21 290 65 450 06:00 7 42 10 51 06:15 19 28 5 50 06:30 20 22 16 34 06:45 25 40 71 132 18 42 49 177 120 309 07:00 29 23 27 30 07:15 42 26 34 35 07:30 52 31 33 18 07:45 53 25 176 105 33 38 127 121 303 226 08:00 46 26 40 30 08:15 49 34 44 18 08:30 63 22 55 26 08:45 46 17 204 99 63 15 202 89 406 188 09:00 27 24 31 16 09:15 38 17 29 18 09:30 32 18 24 20 09:45 31 20 128 79 30 18 114 72 242 151 10:00 26 14 23 14 10:15 25 13 14 41 10:30 21 8 41 8 10:45 28 11 100 46 30 16 116 52 216 98 11:00 34 12 46 13 11:15 32 6 39 8 t 11:30 34 7 48 14 11:45 36 13 136 38 45 10 178 45 314 83 Total 943 1482 873 1881 1816 3363 Percent 38.9% 61.1% —31.7% 68.3% 35.1% 64.9% Grand 943 1482 873 1881 1816 3363 Total Percent 38.9% 61.1% 31.7% 68.3% 35.1% 64.9% ADT ADT 5,179 AADT 5,179 City Traffic Counters Page 1 www.ctcounters.com Mt View Ave Btwn Highland Ave & Electric Ave Start 09-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Wed Mominq Afternoon Moming Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 7 32 4 42 12:15 8 48 6 43 12:30 2 29 7 59 12:45 2 55 19 164 5 52 22 196 41 360 01:00 2 45 4 37 01:15 3 50 2 47 01:30 4 47 5 61 01:45 2 43 11 185 5 38 16 183 27 368 02:00 9 50 2 40 02:15 2 59 5 45 02:30 3 63 5 45 02:45 6 60 20 232 7 70 19 200 39 432 03:00 3 78 0 65 03:15 3 83 7 63 03:30 3 69 10 75 03:45 1 74 10 304 6 88 23 291 33 595 04:00 4 69 11 88 04:15 2 75 13 67 04:30 4 80 20 53 04:45 2 85 12 309 22 45 66 253 78 562 05:00 5 97 18 49 05:15 7 100 21 49 05:30 3 84 22 65 05:45 10 80 25 361 23 53 84 216 109 577 06:00 16 71 30 53 06:15 11 74 39 42 06:30 16 52 39 46 06:45 25 48 68 245 53 35 161 176 229 421 07:00 44 43 80 40 07:15 67 46 87 36 07:30 40 38 96 29 07:45 48 31 199 158 71 35 334 140 533 298 08:00 43 43 57 33 08:15 65 31 77 29 08:30 53 33 74 21 08:45 48 35 209 142 82 41 290 124 499 266 09:00 21 31 49 41 09:15 22 31 48 27 09:30 28 26 55 34 I 09:45 28 24 99 112 44 17 196 119 295 231 10:00 47 22 40 17 10:15 38 21 49 19 10:30 35 17 36 11 10:45 34 13 154 73 29 10 154 57 308 130 11:00 42 10 45 12 11:15 44 9 42 9 11:30 40 9 55 6 11:45 46 7 172 35 42 7 184 34 356 69 Total 998 2320 1549 1989 2547 4309 Percent 30.1% 69.9% 43.8% 56.2% 37.1% 62.9% Grand 998 2320 1549 1989 2547 4309 Total Percent 30.1% 69.9% 43.8% 56.2% 37.1% 62.9% ADT ADT 6,856 AADT 6,856 1 City Traffic Counters Page 1 +� www.ctcounters.com Mt View Ave Btwn Electric Ave&Hill Dr-Pinehurst Ct Start 09-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morninq Afternoon 12:00 1 6 0 5 12:15 2 3 2 6 12:30 1 2 2 3 12:45 0 4 4 15 1 2 5 16 9 31 01:00 0 5 1 3 01:15 0 9 0 5 01:30 0 5 1 6 01:45 0 6 0 25 0 4 2 18 2 43 02:00 0 5 0 5 02:15 0 8 0 6 02:30 0 7 0 11 02:45 0 6 0 26 1 10 1 32 1 58 03:00 0 3 1 6 03:15 1 12 1 11 03:30 0 12 0 17 03:45 2 6 3 33 0 13 2 47 5 80 04:00 1 4 3 10 04:15 2 5 1 7 04:30 2 7 0 5 04:45 2 9 7 25 0 13 4 35 11 60 05:00 3 5 0 7 05:15 4 14 1 10 05:30 1 7 1 4 05:45 4 9 12 35 0 7 2 28 14 63 06:00 6 8 2 11 06:15 4 5 1 8 °m" 06:30 8 5 2 6 06:45 6 4 24 22 2 4 7 29 31 51 07:00 9 4 5 8 07:15 13 0 6 7 07:30 11 3 6 11 07:45 7 4 40 11 2 2 19 28 59 39 08:00 8 0 6 3 08:15 8 3 4 5 08:30 17 3 5 7 08:45 5 3 38 9 10 8 25 23 63 32 09:00 3 8 6 6 09:15 12 3 7 3 09:30 4 4 4 1 09:45 4 1 23 16 0 3 17 13 40 29 10:00 6 4 2 6 10:15 7 2 3 4 10:30 3 2 1 2 10:45 6 1 22 9 2 3 8 15 30 24 11:00 6 0 3 0 11:15 1 0 6 0 11:30 8 2 3 1 11:45 4 0 19 2 8 3 20 4 39 6 Total 192 228 112 288 304 516 Percent 45.7% 54.3% 28.0% 72.0% 37.1% 62.9% Grand 192 228 112 288 304 516 Total Percent 45.7% 54.3% 28.0% 72.0% 37.1% 62.9% ADT ADT 820 AADT 820 City Traffic Counters Page 1 www.ctcounters.com Northpark Blvd Bt University Pkwy& Little Mountain Dr Start 02-Feb-16 East Hour Totals West Hour Totals ­-Combined Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 20 86 5 52 12:15 6 64 6 55 12:30 12 64 8 62 12:45 9 71 47 285 5 48 24 217 71 502 01:00 5 68 3 54 01:15 10 83 3 78 01:30 8 131 7 93 01:45 5 120 28 402 5 127 18 352 46 754 02:00 6 111 6 76 02:15 7 103 3 54 02:30 5 136 2 78 02:45 1 133 19 483 4 132 15 340 34 823 03:00 0 77 4 73 03:15 2 114 5 73 03:30 3 170 7 131 03:45 2 243 7 604 7 147 23 424 30 1028 04:00 2 184 4 83 04:15 6 103 13 65 04:30 2 114 10 67 04:45 5 119 15 520 5 71 32 286 47 806 05:00 3 177 4 97 05:15 7 179 16 101 I� 05:30 9 236 16 116 05:45 10 276 29 868 22 147 58 461 87 1329 06:00 13 196 26 67 06:15 31 118 39 44 06:30 30 96 35 55 06:45 61 88 135 498 53 62 153 228 288 726 07:00 106 95 82 49 07:15 168 101 144 63 07:30 105 139 154 74 07:45 103 216 482 551 193 71 573 257 1055 808 08:00 83 99 107 72 08:15 71 69 80 54 08:30 67 60 82 37 08:45 68 78 289 306 93 42 362 205 651 511 09:00 55 90 78 49 09:15 65 75 72 37 09:30 77 94 140 38 09:45 95 117 292 376 201 46 491 170 783 546 10:00 78 67 70 55 10:15 44 47 48 24 10:30 48 37 34 25 10:45 59 26 229 177 45 8 197 112 426 289 11:00 42 46 46 20 11:15 65 28 75 11 11:30 106 19 91 11 11:45 148 20 361 113 135 8 347 50 708 163 Total 1933 5183 2293 3102 4226 8285 Percent 27.2% 72.8% 42.5% 57.5% 33.8% 66.2% Grand 1933 5183 2293 3102 4226 8285 Total Percent 27.2% 72.8% 42.5% 57.5% 33.8% 66.2% ADT ADT 12,511 AADT 12,511 City Traffic Counters Page 1 www.ctcounters.com Northpark Blvd Btwn Little Mountain Dr& Electric Ave Start 02-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 69 7 53 12:15 7 59 4 45 12:30 2 36 7 50 12:45 7 46 21 210 1 43 19 191 40 401 01:00 4 58 3 48 01:15 3 44 0 55 01:30 2 50 3 63 01:45 2 59 11 211 8 59 14 225 25 436 02:00 5 61 2 42 02:15 4 48 1 67 02:30 4 97 2 91 02:45 0 135 13 341 0 81 5 281 18 622 03:00 1 85 3 66 ( 03:15 3 68 1 63 03:30 6 106 3 100 03:45 3 112 13 371 4 63 11 292 24 663 04:00 2 100 5 61 04:15 3 74 7 53 04:30 6 71 6 48 04:45 1 70 12 315 2 63 20 225 32 540 05:00 5 90 2 62 05:15 6 100 72 05:30 0 100 14 4 98 05:45 12 123 23 413 8 75 33 307 56 720 06:00 9 92 15 49 06:15 10 78 27 37 06:30 21 61 53 53 06:45 23 39 63 270 64 52 159 191 222 461 07:00 35 62 118 37 07:15 119 37 194 31 07:30 76 48 118 44 07:45 37 78 267 225 113 32 543 144 810 369 08:00 53 59 103 40 08:15 50 33 112 24 08:30 79 36 74 15 08:45 56 36 238 164 69 23 358 102 596 266 09:00 33 37 56 28 09:15 29 30 54 16 09:30 30 36 88 16 09:45 40 40 132 143 82 23 280 83 412 226 10:00 38 32 33 12 10:15 32 25 27 18 10:30 28 18 29 21 10:45 46 14 144 89 55 11 144 62 288 151 11:00 51 19 42 12 11:15 33 8 62 9 11:30 53 14 55 4 11:45 58 11 195 52 66 6 225 31 420 83 Total 1132 2804 1811 2134 2943 4938 Percent 28.8% 71.2% 45.9% 54.1% 37.3% 62.7% Grand 1132 2804 1811 2134 2943 4938 Total Percent 28.8% 71.2% 45.9% 54.1% 37.3% 62.7% ADT ADT 7,881 AADT 7,881 City Traffic Counters Page 1 www.ctcounters.com Orange St Btwn Pacific St&Highland Ave Start 04-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Mominq Afternoon 12:00 11 24 6 30 12:15 2 38 3 28 12:30 1 29 1 29 12:45 4 36 18 127 3 25 13 112 31 239 01:00 4 27 5 31 01:15 8 26 4 35 01:30 2 33 6 27 01:45 3 24 17 110 5 25 20 118 37 228 02:00 1 31 1 40 02:15 1 57 4 45 02:30 2 52 4 27 02:45 3 37 7 177 4 34 13 146 20 323 03:00 5 31 1 26 03:15 3 28 5 27 03:30 1 52 2 48 03:45 1 34 10 145 2 35 10 136 20 281 04:00 1 25 3 34 04:15 2 40 4 28 04:30 6 30 3 24 04:45 4 37 13 132 2 27 12 113 25 245 05:00 4 32 1 35 05:15 8 29 10 32 05:30 5 42 7 33 05:45 8 19 25 122 3 29 21 129 46 251 06:00 5 29 6 30 06:15 11 32 11 32 06:30 16 30 12 24 06:45 20 25 52 116 6 24 35 110 87 226 07:00 40 25 35 30 07:15 44 17 39 24 07:30 77 23 75 24 07:45 33 24 194 89 52 15 201 93 395 182 08:00 27 25 24 26 08:15 29 16 26 14 08:30 35 11 38 19 08:45 40 17 131 69 32 14 120 73 251 142 09:00 24 13 22 14 09:15 16 10 19 24 09:30 24 28 18 14 09:45 21 9 85 60 24 15 83 67 168 127 10:00 19 16 22 11 10:15 26 17 25 19 10:30 21 10 18 13 10:45 16 6 82 49 22 11 87 54 169 103 11:00 29 12 23 9 11:15 23 12 22 4 11:30 34 6 26 4 11:45 26 4 112 34 25 7 96 24 208 58 Total 746 1230 711 1175 1457 2405 Percent 37.8% 62.2% 37.7% 62.3% 37.7% 62.3% Grand 746 1230 711 1175 1457 2405 Total Percent 37.8% 62.2% 37.7% 62.3% 37.7% 62.3% ADT ADT 3,862 AADT 3,862 I � City Traffic Counters Page 1 www.ctcounters.com Orange St Btwn Highland Ave & Piedmont Dr Start 04-Feb-16 South Hour Totals North Hour Totals Combined Totals _ Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 32 5 26 12:15 4 24 3 30 12:30 6 21 3 38 12:45 1 25 17 102 5 33 16 127 33 229 01:00 2 31 1 34 01:15 1 23 1 24 01:30 1 23 7 25 01:45 1 28 5 105 3 39 12 122 17 227 02:00 2 26 2 66 02:15 2 105 2 54 02:30 2 45 1 39 02:45 5 32 11 208 1 46 6 205 17 413 03:00 1 52 1 28 03:15 5 34 0 45 03:30 1 28 3 47 03:45 3 33 10 147 0 41 4 161 14 308 04:00 4 27 1 42 04:15 0 53 2 43 04:30 5 30 1 35 04:45 3 35 12 145 2 29 6 149 18 294 05:00 5 40 2 32 05:15 7 37 1 43 05:30 4 34 2 44 05:45 8 28 24 139 1 49 6 168 30 307 06:00 12 33 5 45 06:15 12 30 4 28 06:30 19 17 14 30 06:45 29 23 72 103 14 29 37 132 109 235 07:00 45 29 35 33 07:15 83 9 69 28 07:30 106 15 75 24 07:45 55 15 289 68 36 22 215 107 504 175 08:00 33 13 23 24 08:15 40 14 17 24 08:30 35 6 23 11 08:45 39 13 147 46 30 17 93 76 240 122 09:00 25 18 19 21 09:15 21 17 14 21 09:30 11 12 29 14 09:45 15 5 72 52 16 8 78 64 150 116 10:00 21 14 17 9 10:15 23 10 22 15 10:30 24 6 16 18 10:45 28 8 96 38 13 8 68 50 164 88 11:00 31 6 22 13 11:15 19 5 18 12 11:30 25 0 21 6 11:45 31 3 106 14 23 6 84 37 190 51 Total 861 1167 625 1398 1486 2565 Percent 42.5% 57.5% 30.9% 69.1% _36.7% 63.3% Grand 861 1167 625 1398 1486 2565 Total Percent 42.5% 57.5% 30.9% 69.1% 36.7% 63.3% ADT ADT 4,051 AADT 4,051 City Traffic Counters Page 1 www.ctcounters.com Orange Show Rd Btwn E Street&Arrowhead Ave Start 10-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 189 32 136 12:15 24 178 14 119 12:30 16 174 21 130 12:45 11 172 72 713 12 112 79 497 151 1210 01:00 15 185 9 119 01:15 19 175 11 137 01:30 14 158 16 144 01:45 21 171 69 689 15 142 51 542 120 1231 02:00 12 172 19 119 02:15 17 182 9 135 02:30 12 176 13 150 02:45 33 187 74 717 21 184 62 588 136 1305 03:00 22 186 11 188 03:15 27 192 22 146 03:30 38 185 26 236 03:45 34 202 121 765 26 138 85 708 206 1473 04:00 24 199 39 162 04:15 41 193 32 118 04:30 88 183 29 181 04:45 94 205 247 780 55 176 155 637 402 1417 05:00 46 288 70 216 05:15 69 304 63 219 05:30 107 296 72 207 05:45 151 250 373 1138 45 152 250 794 623 1932 06:00 123 226 57 132 06:15 156 187 65 95 06:30 182 132 89 97 06:45 194 113 655 658 101 78 312 402 967 1060 07:00 184 87 100 82 07:15 234 88 74 73 07:30 276 63 112 88 I 07:45 242 85 936 323 127 63 413 306 1349 629 08:00 218 57 140 75 08:15 169 59 119 55 08:30 141 53 89 59 08:45 154 67 682 236 104 53 452 242 1134 478 09:00 124 56 133 55 09:15 138 62 112 43 09:30 125 48 88 35 09:45 177 36 564 202 109 32 442 165 1006 367 10:00 136 41 123 42 10:15 120 36 98 11 10:30 175 40 101 23 10:45 160 31 591 148 80 10 402 86 993 234 11:00 155 22 123 27 11:15 128 23 106 20 11:30 153 20 131 16 11:45 129 10 565 75 106 18 466 81 1031 156 Total 4949 Percent and 43.4% 56.6%0 38.6% 61.4% 4$4%58.6% Total 4949 6444 3169 5048 8118 11492 J Percent 43.4% 56.6% 38.6% 61.4% 41.4% 58.6% ADT ADT 19,610 AADT 19,610 � s City Traffic Counters Page 1 www.ctcounters.com Orange Show Rd Btwn Arrowhead Ave&Tippecanoe Ave Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Mominq Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morninq Afternoon 12:00 10 77 10 126 12:15 3 63 11 106 12:30 9 93 11 109 12:45 6 65 28 298 13 118 45 459 73 757 01:00 10 73 5 112 01:15 8 64 10 99 01:30 12 106 11 104 01:45 9 82 39 325 10 99 36 414 75 739 02:00 3 99 5 94 02:15 5 85 11 103 02:30 13 118 8 92 02:45 7 100 28 402 22 83 46 372 74 774 03:00 9 112 11 117 03:15 9 84 13 92 03:30 7 169 12 107 03:45 7 109 32 474 25 127 61 443 93 917 04:00 9 94 10 116 04:15 13 113 29 147 04:30 23 157 72 148 04:45 29 122 74 486 79 179 190 590 264 1076 05:00 38 178 23 241 05:15 15 257 44 239 05:30 36 224 64 213 05:45 17 124 106 783 93 198 224 891 330 1674 06:00 30 79 58 144 06:15 18 71 75 109 06:30 35 40 102 80 06:45 57 49 140 239 159 38 394 371 534 610 07:00 67 29 104 55 07:15 78 39 147 47 07:30 133 35 118 47 07:45 125 28 403 131 132 45 501 194 904 325 08:00 124 18 144 41 08:15 83 22 98 33 08:30 89 13 77 33 08:45 70 28 366 81 71 35 390 142 756 223 09:00 80 11 55 41 09:15 61 25 54 37 09:30 73 16 66 31 09:45 48 18 262 70 103 19 278 128 540 198 10:00 62 10 65 14 10:15 64 11 63 17 10:30 83 10 133 30 10:45 48 15 257 46 127 21 388 82 645 128 11:00 61 24 108 12 11:15 74 9 95 8 11:30 63 14 113 9 11:45 70 8 268 55 80 6 396 35 664 90 Total 2003 3390 2949 4121 4952 7511 Percent 37.1% 62.9% 41.7% 58.3% 39.7% 60.3% Grand 2003 3390 2949 4121 4952 7511 Total Percent 37.1% 62.9% 41.7% 58.3% 39.7% 60.3% ADT ADT 12,463 AADT 12,463 � P Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Palm Ave Btwn Kendall Dr&Belmont Ave Start 02-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morninci Afternoon Morning Afternoon Morning Afternoon 12:00 9 44 2 52 12:15 14 21 6 61 12:30 8 24 0 38 12:45 8 24 39 113 4 36 12 187 51 300 01:00 6 26 2 36 01:15 7 28 2 39 01:30 10 32 5 42 01:45 2 41 25 127 2 36 11 153 36 280 02:00 1 57 3 45 02:15 2 48 4 74 02:30 4 38 2 42 02:45 2 59 9 202 6 32 15 193 24 395 03:00 2 68 4 41 03:15 3 100 10 44 03:30 3 62 5 133 03:45 3 48 11 278 7 70 26 288 37 566 04:00 1 52 17 52 04:15 2 63 22 45 04:30 4 68 22 44 04:45 5 78 12 261 20 66 81 207 93 468 05:00 6 66 22 42 05:15 2 83 33 55 05:30 7 88 40 40 05:45 7 84 22 321 25 52 120 189 142 510 06:00 7 72 41 33 06:15 13 63 52 35 06:30 12 48 89 36 06:45 26 56 58 239 84 40 266 144 324 383 07:00 39 53 77 34 07:15 68 46 110 30 07:30 70 39 101 30 07:45 32 31 209 169 56 24 344 118 553 287 08:00 44 50 61 28 08:15 80 41 72 14 08:30 84 42 92 24 08:45 53 29 261 162 111 15 336 81 597 243 09:00 24 31 46 23 09:15 19 30 44 26 09:30 15 26 36 20 09:45 16 22 74 109 37 12 163 81 237 190 10:00 22 21 30 14 10:15 13 18 24 6 •..e 10:30 20 15 42 12 10:45 25 14 80 68 31 14 127 46 207 114 11:00 17 8 32 4 I 11:15 24 14 42 10 11:30 22 15 32 2 11:45 38 6 101 43 52 10 158 26 259 69 Total 901 2092 1659 1713 2560 3805 Percent 30.1% 69.9% 49.2% 50.8% 40.21/. 59.81/. Grand 901 2092 1659 1713 2560 3805 Total Percent 30.1% 69.9% 49.2% 50.8% 40.2% 59.8% ADT ADT 6,365 AADT 6,365 City Traffic Counters Page 1 www.ctcounters.com Pepper Ave Btwn Randall Ave&Mill St Start 11-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon —Morning Afternoon Mominq Afternoon 12:00 48 168 24 135 12:15 38 155 12 126 12:30 48 178 16 150 12:45 43 139 177 640 14 116 66 527 243 1167 01:00 29 158 18 132 01:15 17 176 23 142 01:30 26 188 11 148 01:45 27 187 99 709 28 130 80 552 179 1261 i 02:00 17 202 22 138 l� 02:15 27 230 22 190 j� 02:30 28 211 21 232 02:45 22 180 94 823 22 161 87 721 181 1544 03:00 36 196 36 156 03:15 15 244 48 195 03:30 38 205 60 183 03:45 25 220 114 865 49 157 193 691 307 1556 04:00 38 196 52 155 04:15 43 192 99 152 04:30 51 203 117 153 04:45 19 243 151 834 95 165 363 625 514 1459 05:00 55 203 101 148 05:15 47 206 124 136 05:30 93 202 162 178 05:45 78 225 273 836 126 161 513 623 786 1459 06.00 64 189 128 154 06:15 76 179 119 153 06:30 66 180 192 115 06:45 115 146 321 694 184 133 623 555 944 1249 07:00 142 154 252 108 07:15 143 138 318 117 r 07:30 133 145 283 112 07:45 146 132 564 569 274 101 1127 438 1691 1007 08:00 180 134 240 78 08:15 149 129 190 88 08:30 113 110 178 87 08:45 105 120 547 493 150 75 758 328 1305 821 09:00 136 94 122 97 09:15 112 97 136 67 09:30 125 101 124 54 09:45 138 117 511 409 103 59 485 277 996 686 10:00 162 105 117 65 10:15 94 97 98 57 10:30 125 93 149 56 10:45 123 92 504 387 114 62 478 240 982 627 11:00 139 58 108 40 11:15 146 65 116 45 11:30 170 64 161 50 11:45 196 52 651 239 134 28 519 163 1170 402 Total 4006 7498 5292 5740 9298 13238 Percent 34.8% 65.2% 48.0% 52.0% 41.3% 58.7% Grand 4006 7498 5292 5740 9298 13238 Total Percent 34.8% 65.2% 48.0% 52.0% 41.3% 58.7% ADT ADT 22,536 AADT 22,536 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Pepper Ave Btwn Mill St&North City Limit Start 11-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Mornina Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon Morninq Afternoon 12:00 42 190 36 148 12:15 51 168 32 185 12:30 31 149 27 147 12:45 37 194 161 701 25 163 120 643 281 1344 01:00 38 150 24 163 01:15 33 154 18 154 01:30 17 152 23 181 01:45 22 198 110 654 21 166 86 664 196 1318 02:00 19 169 19 185 02:15 17 210 16 209 02:30 23 255 18 213 02:45 26 250 85 884 20 208 73 815 158 1699 03:00 20 202 25 176 03:15 22 180 29 184 03:30 18 224 47 183 03:45 30 236 90 842 36 177 137 720 227 1562 04:00 37 231 45 158 04:15 31 233 55 166 04:30 35 203 96 139 04:45 47 205 150 872 99 153 295 616 445 1488 05:00 38 233 74 190 05:15 43 231 78 166 05:30 44 211 120 155 05:45 58 209 183 884 150 180 422 691 605 1575 06:00 74 205 138 172 06:15 57 191 108 159 06:30 65 167 127 170 06:45 64 170 260 733 164 125 537 626 797 1359 07:00 109 171 180 135 07:15 137 140 211 127 07:30 193 134 246 120 07:45 163 138 602 583 230 102 867 484 1469 1067 08:00 181 118 244 105 08:15 168 139 202 89 08:30 167 103 168 71 08:45 131 112 647 472 168 84 782 349 1429 821 09:00 123 114 146 90 09:15 129 88 150 86 09:30 122 80 147 71 09:45 132 98 506 380 156 56 599 303 1105 683 10:00 119 96 121 54 10:15 161 8 135 63 10:30 106 81 1 151 54 10:45 122 89 508 353 136 63 543 234 1051 587 11:00 117 78 132 85 11:15 156 57 149 35 11:30 136 65 164 41 11:45 168 60 577 260 _ 152 45 _ 597 186 1174 446 Total 3879 7618 5058 6331 8937 13949 Percent 33.7% 66.3% 44.4% 55.6% 39.1% 60.91/o Grand 3879 7618 5058 6331 8937 13949 Total Percent 33.7% 66.3% 44.4% 55.6% 39.1% 60.9% ADT ADT 22,886 AADT 22,886 City Traffic Counters Page 1 www.ctcounters.com Perris Hill Park Rd Btwn Pacific St&21 st Street Start 11-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 10 55 9 56 12:15 11 71 4 43 12:30 20 64 4 59 12:45 5 77 46 267 3 46 20 204 66 471 01:00 4 85 6 53 01:15 1 48 5 53 01:30 4 59 3 63 01:45 6 53 15 245 5 72 19 241 34 486 02:00 7 61 7 65 02:15 8 99 2 37 02:30 1 129 2 100 02:45 7 116 23 405 3 121 14 323 37 728 03:00 3 103 4 80 03:15 9 95 5 63 03:30 13 88 7 87 03:45 4 92 29 378 3 96 19 326 48 704 04:00 6 110 11 78 04:15 4 108 11 74 04:30 12 100 13 117 04:45 11 120 33 438 10 78 45 347 78 785 05:00 10 101 12 120 05:15 16 116 21 102 05:30 13 109 19 109 05:45 21 82 60 408 25 82 77 413 137 821 06.00 23 86 20 92 06:15 20 77 28 69 06:30 43 75 35 58 06:45 81 72 167 310 61 60 144 279 311 589 07:00 140 64 126 39 07:15 185 65 190 47 07:30 144 56 154 39 07:45 105 44 574 229 89 36 559 161 1133 390 08:00 88 54 79 42 08:15 116 57 67 38 08:30 105 49 74 46 08:45 84 52 393 212 83 47 303 173 696 385 09:00 49 36 59 28 09:15 62 33 43 35 09:30 57 42 51 36 09:45 60 30 228 141 42 22 195 121 423 262 10:00 44 31 42 24 10:15 49 31 40 18 10:30 61 29 55 11 10:45 53 15 207 106 36 29 173 82 380 188 11:00 50 21 56 16 11:15 62 16 66 16 11:30 80 21 48 16 11:45 79 22 271 80 62 8 232 56 503 136 Total 2046 3219 1800 2726 3846 5945 Percent 38.9% 61.1% 39.8% 60.2% 39.3% 60.7% Grand 2046 3219 1800 2726 3846 5945 Total Percent 38.9% 61.1% 39.8% 60.2% 39.3% 60.7% ADT ADT 9,791 AADT 9,791 City Traffic Counters Page 1 www.ctcounters.com Pine Ave Btwn Kendall Dr&Belmont Ave Start 02-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Moming Afternoon Morning Afternoon Morning Afternoon Momina Afternoon 12:00 4 40 8 41 12:15 1 42 6 23 12:30 0 30 4 25 12:45 4 18 9 130 2 35 20 124 29 254 01:00 0 25 0 31 01:15 1 31 3 39 01:30 2 29 3 36 01:45 1 37 4 122 2 45 8 151 12 273 02:00 3 30 1 59 02:15 0 98 4 34 02:30 3 45 1 35 02:45 2 36 8 209 2 72 8 200 16 409 03:00 2 30 2 71 03:15 5 39 1 63 03:30 6 84 3 48 03:45 15 61 28 214 2 58 8 240 36 454 04:00 11 35 0 70 04:15 11 38 1 50 04:30 19 54 4 76 04:45 11 42 52 169 2 57 7 253 59 422 05:00 11 50 1 73 05:15 22 47 4 83 05:30 20 69 4 65 05:45 21 44 74 210 1 83 10 304 84 514 06:00 28 50 4 55 06:15 36 29 13 82 06:30 55 30 10 63 06:45 62 29 181 138 9 42 36 242 217 380 07:00 108 33 18 53 07:15 107 30 50 50 07:30 122 28 39 40 07:45 73 25 410 116 21 45 128 188 538 304 08:00 54 20 27 42 08:15 67 16 32 40 08:30 54 15 46 37 08:45 70 19 245 70 18 39 123 158 368 228 09:00 38 14 20 36 09:15 32 11 26 24 09:30 27 15 16 27 09:45 32 10 129 50 20 32 82 119 211 169 10:00 33 9 10 23 10:15 24 5 23 24 10:30 47 10 17 11 10:45 34 8 138 32 23 18 73 76 211 108 11:00 35 7 21 13 11:15 29 6 21 9 11:30 40 5 33 11 11:45 34 3 138 21 26 _ 4 101 37 239 58 Total 1416 1481 604 2092 2020 3573 Percent 48.9% 51.1% 22.4% 77.6% 36.1% 63.9% Grand 1416 1481 604 2092 2020 3573 Total Percent 48.9% 51.1% 22.4% 77.6% 36.1% 63.9% ADT ADT 5,593 AADT 5,593 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Redlands Blvd Btwn Hunts Lane&Gardena St Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Mornina Afternoon Morninq Afternoon_ 12:00 8 110 20 304 12:15 10 106 14 278 12:30 6 119 16 301 12:45 4 128 28 463 14 236 64 1119 92 1582 01:00 5 114 8 203 01:15 6 101 13 204 01:30 6 94 19 210 01:45 9 92 26 401 18 199 58 816 84 1217 02:00 4 82 10 175 02:15 4 104 18 216 02:30 9 84 14 234 02:45 4 102 21 372 15 230 57 855 78 1227 03:00 12 114 14 190 03:15 1 111 17 184 03:30 4 96 24 219 03:45 9 103 26 424 30 214 85 807 111 1231 04:00 6 91 28 276 04:15 8 89 35 254 04:30 9 110 36 276 04:45 17 105 40 395 46 240 145 1046 185 1441 05:00 20 159 44 289 05:15 16 210 63 286 05:30 20 172 72 257 05:45 26 152 82 693 100 253 279 1085 361 1778 06:00 24 131 100 236 06:15 32 66 106 171 06:30 44 61 127 152 06:45 62 55 162 313 142 116 475 675 637 988 07:00 58 52 138 112 07:15 60 46 176 108 07:30 70 28 226 103 07:45 106 46 294 172 278 104 818 427 1112 599 08:00 116 38 228 80 08:15 98 38 203 80 08:30 84 30 180 72 08:45 68 38 366 144 205 56 816 288 1182 432 09:00 80 28 152 60 09:15 64 43 157 68 09:30 68 21 210 58 09:45 74 25 286 117 290 69 809 255 1095 372 10:00 79 21 310 51 10:15 78 24 288 46 10:30 78 25 256 65 10:45 89 14 324 84 308 41 1162 203 1486 287 11:00 94 10 301 26 11:15 88 14 302 28 11:30 108 13 293 34 11:45 110 8 400 45 300 16 1196 104 1596 149 Total 2055 3623 5964 7680 8019 11303 Percent 36.2% 63.8% 43.7% 56.3% 41.5°/a 58.5% Grand 2055 3623 5964 7680 8019 11303 Total Percent 36.2% 63.8% 43.7% 56.3% 41.5% 58.5% ADT ADT 19,322 AADT 19,322 City Traffic Counters Page 1 www.ctcounters.com Redlands Blvd Btwn Gardena St&East City Limits Start 10-Feb-16 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 217 6 116 12:15 6 194 8 108 12:30 5 169 3 138 12:45 5 135 22 715 2 124 19 486 41 1201 01:00 2 110 2 112 01:15 3 105 3 119 01:30 3 87 6 138 01:45 5 97 13 399 4 93 15 462 28 861 02:00 2 92 11 93 02:15 7 95 6 97 02:30 3 116 3 100 02:45 4 108 16 411 6 117 26 407 42 818 03:00 0 114 6 121 03:15 5 106 3 101 03:30 4 139 2 110 03:45 1 137 10 496 5 103 16 435 26 931 04:00 4 162 3 117 04:15 4 182 7 111 04:30 8 187 8 123 04:45 14 182 30 713 13 133 31 484 61 1197 05:00 8 218 19 214 05:15 19 231 13 227 05:30 22 196 15 206 05:45 31 165 80 810 20 201 67 848 147 1658 06.00 20 147 20 123 06:15 26 125 23 102 06:30 38 54 28 87 06:45 58 64 142 390 42 66 113 378 255 768 07:00 75 64 55 63 07:15 88 33 52 41 07:30 140 56 80 48 07:45 195 41 498 194 88 40 275 192 773 386 08:00 91 35 116 40 08:15 105 26 93 29 08:30 97 29 90 39 08:45 93 22 386 112 91 40 390 148 776 260 09:00 83 44 73 41 09:15 79 29 76 25 09:30 131 19 71 21 09:45 178 30 471 122 73 25 293 112 764 234 10:00 211 16 83 24 10:15 205 15 59 20 10:30 163 18 85 26 10:45 225 15 804 64 87 17 314 87 1118 151 r" 11:00 188 8 91 19 11:15 195 8 92 20 11:30 221 9 93 10 11:45 199 6 803 31 118 6 394 55 1197 86 Total 3275 4457 1953 4094 5228 8551 Percent 42.4% 57.6% 32.3% 67.70 37.9% 62.1% Grand 3275 4457 1953 4094 5228 8551 Total Percent 42.4% 57.6% 32.3% 67.7% 37.9% 62.1% ADT ADT 13,779 AADT 13,779 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Rialto Ave Btwn Eucalyptus Ave&Mt Vernon Ave Start 10-Mar-16 West Hour Totals East Hour Totals Combined Totals Time Thu Mornincl Afternoon Morning Afternoon MorninQ Afternoon Morning Afternoon Morning Afternoon 12:00 14 74 15 73 12:15 15 78 20 70 12:30 7 77 14 70 12:45 12 73 48 302 14 75 63 288 111 590 01:00 11 87 12 72 01:15 10 80 9 74 01:30 10 68 10 104 01:45 3 76 34 311 7 67 38 317 72 628 02:00 10 75 9 73 02:15 9 98 11 76 02:30 12 101 5 85 02:45 5 82 36 356 10 98 35 332 71 688 03:00 11 98 8 83 03:15 7 103 4 75 03:30 8 79 13 103 03:45 8 90 34 370 9 99 34 360 68 730 04:00 14 103 8 118 04:15 12 89 8 90 04:30 22 96 8 78 04:45 17 92 65 380 11 87 35 373 100 753 05:00 19 96 21 90 05:15 31 119 21 76 05:30 38 121 16 87 05:45 39 101 127 437 23 104 81 357 208 794 06:00 25 93 20 92 06:15 36 88 26 97 06:30 47 88 24 121 06:45 51 78 159 347 42 93 112 403 271 750 07:00 63 89 35 87 07:15 70 68 69 82 07:30 67 77 68 63 07:45 86 53 286 287 103 73 275 305 561 592 08:00 88 48 73 62 08:15 70 43 66 57 08:30 68 36 51 45 08:45 57 35 283 162 72 44 262 208 545 370 09:00 62 34 60 38 09:15 59 44 54 41 09:30 50 33 57 38 09:45 71 37 242 148 59 40 230 157 472 305 10:00 52 29 78 33 10:15 69 3 58 38 10:30 51 36 6 54 33 10:45 60 32 232 127 58 26 248 130 480 257 11:00 71 13 68 22 11:15 82 26 53 11 11:30 61 16 69 20 11:45 54 23 268 78 71 15 261 68 529 146 Total 1814 3305 1674 3298 3488 6603 Percent 35.4% 64.6% 33.7% 66.3% 34.6% 65.4% Grand 1814 3305 1674 3298 3488 6603 Total Percent 35.4% 64.6% 33.7% 66.3% 34.6% 65.4% ADT ADT 10,091 AADT 10,091 City Traffic Counters Page 1 www.ctcounters.com San Bernardino Ave Btwn Tippecanoe Ave &Mt View Ave Start 10-Feb-16 West Hour Totals East Hour Totals Combined Totals Time Wed Morning_ Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 68 6 83 12:15 4 65 3 73 12:30 4 73 5 93 12:45 2 56 15 262 9 92 23 341 38 603 01:00 3 59 1 71 01:15 3 51 6 57 01:30 8 61 4 90 01:45 6 60 20 231 5 61 16 279 36 510 02:00 2 80 3 75 02:15 1 50 3 79 02:30 10 105 5 85 02:45 4 76 17 311 4 69 15 308 32 619 03:00 9 79 5 86 03:15 3 57 4 84 03:30 4 101 7 99 03:45 3 69 19 306 13 87 29 356 48 662 04:00 8 77 6 110 04:15 11 83 13 106 04:30 14 106 17 121 04:45 24 70 57 336 22 158 58 495 115 831 05:00 25 109 21 199 05:15 16 187 22 192 05:30 28 148 26 167 05:45 20 78 89 522 61 146 130 704 219 1226 06:00 15 71 22 96 06:15 18 47 27 86 06:30 38 40 48 58 06:45 60 33 131 191 76 27 173 267 304 458 07:00 49 34 50 38 07:15 77 31 60 28 07:30 117 34 47 23 07:45 111 22 354 121 70 23 227 112 581 233 08:00 80 16 59 33 08:15 61 14 54 22 08:30 59 21 49 23 08:45 55 16 255 67 42 17 204 95 459 162 09:00 36 20 45 15 09:15 42 25 50 10 09:30 54 20 56 20 09:45 60 12 192 77 86 13 237 58 429 135 10:00 58 15 49 11 10:15 48 6 51 9 10:30 53 9 72 16 10:45 46 11 205 41 98 12 270 48 475 89 11:00 53 17 62 7 11:15 63 7 55 10 11:30 49 14 69 5 11:45 58 4 223 42 70 5 256 27 479 69 Total 1577 2507 1638 3090 3215 5597 Percent 38.6% 61.4% 34.6% 65.4% 36_5% 63.5% Grand 1577 2507 1638 3090 3215 5597 Total Percent 38.6% 61.4% 34.6% 65.4% 36.5% 63.5% ADT ADT 8,812 AADT 8,812 City Traffic Counters Page 1 www.ctcounters.com Sierra Way Btwn Mill St& Rialto Ave Start 17-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Mominq Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 39 1 55 12:15 1 28 3 41 12:30 1 52 1 46 12:45 1 40 6 159 1 50 6 192 12 351 01:00 2 34 2 39 01:15 5 34 1 27 01:30 2 32 2 42 01:45 0 28 9 128 1 33 6 141 15 269 �. 02:00 1 37 0 21 02:15 0 32 1 34 02:30 0 39 1 48 02:45 0 45 1 153 2 58 4 161 5 314 03:00 0 51 0 40 03:15 0 25 2 42 03:30 1 38 3 38 03:45 1 42 2 156 2 31 7 151 9 307 04:00 2 35 5 43 04:15 0 39 3 45 04:30 0 46 6 51 04:45 3 40 5 160 13 50 27 189 32 349 05:00 2 29 5 44 05:15 2 35 11 31 05:30 6 41 10 33 05:45 6 36 16 141 23 32 49 140 65 281 06.00 4 14 23 17 06:15 6 17 27 21 06:30 4 11 11 6 06:45 9 15 23 57 28 9 89 53 112 110 07:00 13 14 28 13 07:15 15 11 34 12 07:30 29 18 56 7 07:45 49 8 106 51 91 16 209 48 315 99 08:00 34 8 46 4 08:15 20 15 27 8 08:30 20 13 31 6 08:45 14 5 88 41 28 4 132 22 220 63 09:00 15 9 25 4 09:15 23 13 41 2 09:30 29 9 28 9 09:45 21 7 88 38 32 8 126 23 214 61 10:00 14 9 28 6 10:15 23 6 34 3 10:30 28 3 31 1 10:45 17 3 82 21 33 1 126 11 208 32 11:00 26 3 28 2 11:15 31 1 46 1 11:30 23 2 45 2 11:45 29 1 109 7 43 2 162 7 271 14 Total — 535 1112 943 1138 1478 2250 Percent 32.5% 67.5% 45.3% 54.7% 39.6% 60.4% Grand 535 1112 943 1138 1478 2250 Total Percent 32.5% 67.5% 45.3% 54.7% 39.6% 60.4% ADT ADT 3,728 AADT 3,728 City Traffic Counters Page 1 www.ctcounters.com Sierra Way Btwn 5th Street&30th Street Start 09-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Wed Mornin Afternoon Morninq Afternoon Mornin Afternoon Mominq Afternoon Momin Afternoon 12:00 10 61 15 116 12:15 6 80 11 115 12:30 8 80 11 122 12:45 10 75 34 296 10 112 47 465 81 761 01:00 10 88 7 94 01:15 2 72 2 94 01:30 3 74 7 99 01:45 4 48 19 282 3 85 19 372 38 654 02:00 1 68 4 86 02:15 4 79 2 98 02:30 3 70 5 94 02:45 3 88 11 305 7 100 18 378 29 683 03:00 2 88 2 106 03:15 3 80 5 111 03:30 5 62 6 95 03:45 5 85 15 315 5 117 18 429 33 744 04:00 3 70 6 118 04:15 8 77 4 132 04:30 12 89 9 126 .. 04:45 9 86 32 322 11 129 30 505 62 827 05:00 8 66 12 140 05:15 9 84 18 126 05:30 13 70 16 125 05:45 16 59 46 279 9 105 55 496 101 775 06:00 14 55 21 91 06:15 18 59 28 86 06:30 28 60 35 79 06:45 53 57 113 231 50 71 134 327 247 558 07:00 48 61 57 76 07:15 75 45 91 48 07:30 104 33 104 50 07:45 104 32 331 171 88 45 340 219 671 390 08:00 70 39 95 56 08:15 43 35 78 47 08:30 93 27 99 38 08:45 80 21 286 122 103 40 375 181 661 303 09:00 47 29 76 41 09:15 64 34 75 44 09:30 77 29 85 36 09:45 75 30 263 122 84 46 320 167 583 289 10:00 70 19 94 20 10:15 59 16 79 22 10:30 76 14 78 24 10:45 74 13 279 62 98 15 349 81 628 143 11:00 66 18 77 24 11:15 69 9 99 10 11:30 73 13 110 20 11:45 68 6 276 46 105 12 391 66 667 112 Total 1705 2553 2096 3686 3801 6239 Percent 40.0% 60.0% 36.3% 63.7% 37.9% 62.1% Grand 1705 2553 2096 3686 3801 6239 Total Percent 40.0% 60.0% 36.3% 63.7% 37.9% 62.1% ADT ADT 10,040 AADT 10,040 City Traffic Counters Page 1 www.ctcounters.com Sierra Way Btwn 30th Street&40th Street Start 02-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 81 10 71 12:15 10 84 9 62 12:30 7 92 11 86 12:45 6 98 27 355 4 74 34 293 61 648 01:00 7 72 7 71 01:15 3 91 2 60 01:30 2 88 6 66 01:45 0 66 12 317 2 72 17 269 29 586 02:00 8 70 2 90 02:15 4 84 6 107 02:30 4 89 4 89 02:45 1 102 17 345 6 109 18 395 35 740 03:00 7 96 3 104 03:15 3 101 3 123 03:30 4 103 7 113 03:45 7 102 21 402 2 113 15 453 36 855 04:00 7 75 4 117 04:15 9 98 5 112 04:30 11 70 7 114 04:45 9 62 36 305 4 129 20 472 56 777 05:00 13 76 6 128 05:15 12 91 11 132 05:30 15 100 12 148 05:45 13 107 53 374 12 124 41 532 94 906 06:00 18 102 16 127 06:15 23 102 22 104 06:30 35 110 19 93 06:45 68 81 144 395 51 66 108 390 252 785 07:00 96 85 61 84 07:15 88 83 80 71 07:30 92 63 59 42 07:45 89 51 365 282 78 50 278 247 643 529 08:00 80 58 46 60 08:15 68 56 65 65 08:30 75 52 78 62 08:45 68 42 291 208 66 85 255 272 546 480 09:00 57 48 55 51 09:15 62 27 64 43 09:30 71 35 42 33 09:45 54 26 244 136 61 37 222 164 466 300 10:00 54 31 58 19 10:15 61 27 70 21 10:30 67 20 59 16 10:45 70 16 252 94 55 20 242 76 494 170 11:00 65 20 75 16 11:15 75 11 81 26 11:30 78 12 88 10 11:45 82 15 300 58 81 9 325 61 625 119 Total 1762 3271 1575 3624 3337 6895 Percent 35.0% 65.0% 30.3% 69.7% 32.6% 67.4% Grand 1762 3271 1575 3624 3337 6895 Total Percent 35.0% 65.0% 30.3% 69.7% 32.6% 67.4% ADT ADT 10,232 AADT 10,232 City Traffic Counters Page 1 www.ctcounters.com Sierra Way Btwn 40th Street&48th Street Start 02-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Mominq Afternoon Morninq Afternoon —Morning Afternoon 12:00 10 49 4 85 12:15 5 51 7 77 12:30 5 61 5 61 12:45 6 50 26 211 5 78 21 301 47 512 01:00 3 52 1 80 01:15 6 48 4 89 01:30 8 53 2 59 01:45 11 67 28 220 4 63 11 291 39 511 02:00 3 52 6 74 02:15 5 59 2 63 02:30 5 52 6 70 02:45 1 79 14 242 3 96 17 303 31 545 03:00 3 71 3 72 03:15 4 68 1 81 03:30 3 78 7 92 03:45 3 82 13 299 6 98 17 343 30 642 04:00 4 76 6 79 04:15 2 84 9 83 04:30 6 75 7 93 r 04:45 3 85 15 320 9 72 31 327 46 647 05:00 4 94 10 100 05:15 10 79 12 74 6 05:30 6 92 16 73 05:45 5 96 25 361 20 89 58 336 83 697 06:00 9 83 12 85 06:15 8 84 23 71 06:30 9 82 29 77 06:45 24 46 50 295 57 53 121 286 171 581 07:00 34 51 67 48 07:15 42 39 61 63 07:30 39 36 67 45 07:45 47 35 162 161 71 32 266 188 428 349 08:00 25 36 51 25 08:15 38 48 63 37 08:30 49 45 66 25 08:45 41 41 153 170 48 19 228 106 381 276 09:00 28 42 41 30 09:15 31 34 39 20 09:30 39 31 58 28 09:45 25 30 123 137 54 18 192 96 315 233 10:00 47 14 51 20 10:15 28 23 50 8 10:30 33 13 69 17 10:45 34 23 142 73 61 15 231 60 373 133 11:00 41 17 65 11 11:15 47 20 71 5 11.30 50 4 91 7 11:45 64 8 202 49 72 9 299 32 501 81 Total 953 2538 1492 2669 2445 5207 Percent 27.3% 72.7% 35.9% 64.1% 32.0% 68.0% Grand 953 2538 1492 2669 2445 5207 Total Percent 27.3% 72.7% 35.9% 64.1% 32.0% 68.0% ADT ADT 7,652 AADT 7,652 1 City Traffic Counters Page 1 www.ctcounters.com Sterling Ave Highland Ave& Pumalo St Start 04-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Thu Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 104 16 112 12:15 10 109 18 110 12:30 11 140 13 100 12:45 9 123 41 476 8 126 55 448 96 924 01:00 6 110 6 117 01:15 7 115 9 109 01:30 9 113 13 112 01:45 9 131 31 469 17 125 45 463 76 932 02:00 12 119 6 133 02:15 8 146 8 146 02:30 5 164 6 141 02:45 5 156 30 585 16 150 36 570 66 1155 03:00 6 129 15 144 03:15 11 120 7 153 03:30 6 151 12 158 03.45 7 142 30 542 9 139 43 594 73 1136 04:00 11 133 21 141 1 04:15 8 135 21 123 04:30 8 121 17 142 04:45 7 155 34 544 16 152 75 558 109 1102 05:00 12 158 27 183 05:15 16 135 36 172 05:30 15 153 28 180 05:45 29 145 72 591 39 163 130 698 202 1289 06:00 25 137 29 148 06:15 31 117 30 134 06:30 35 133 31 139 06:45 55 118 146 505 57 125 147 546 293 1051 07:00 108 105 69 105 07:15 131 108 106 120 07:30 139 94 118 104 07:45 95 74 473 381 76 108 369 437 842 818 08:00 105 69 104 82 08:15 89 75 95 74 08:30 120 65 106 88 08:45 130 80 444 289 97 94 402 338 846 627 09:00 102 67 74 73 09:15 104 53 92 68 09:30 85 45 90 45 09:45 92 42 383 207 75 55 331 241 714 448 10:00 88 31 85 52 10:15 110 31 76 37 10:30 97 25 91 30 10:45 92 31 387 118 78 41 330 160 717 278 11:00 114 23 105 24 11:15 112 18 111 26 11:30 112 17 82 17 11:45 90 15 428 73 109 10 407 77 835 150 Total 2499 4780 2370 5130 4869 9910 Percent 34.3% 65.7%_ 31.6% 68.4% 32.9% 67.1% Grand 2499 4780 2370 5130 4869 9910 Total Percent 34.3% 65.7% 31.6% 68.4% 32.9% 67.1% ADT ADT 14,779 AADT 14,779 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Tippecanoe Ave Btwn San Bernardino Ave&3rd Street Start 23-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon_ 12:00 33 111 18 171 12:15 24 161 11 121 12:30 25 131 10 119 12:45 13 167 95 570 5 113 44 524 139 1094 01:00 19 164 7 135 01:15 18 160 10 108 01:30 15 149 12 151 01:45 33 152 85 625 14 157 43 551 128 1176 02:00 20 191 14 123 02:15 10 142 8 113 02:30 12 156 8 145 02:45 13 191 55 680 7 140 37 521 92 1201 03:00 11 202 19 143 03:15 18 213 4 190 03:30 17 193 14 146 03:45 16 236 62 844 30 146 67 625 129 1469 04:00 12 217 35 141 04:15 13 199 21 126 04:30 17 200 32 155 04:45 29 212 71 828 58 146 146 568 217 1396 05:00 33 228 74 152 05:15 35 218 63 158 05:30 43 220 54 153 05:45 34 211 145 877 102 149 293 612 438 1489 06:00 47 172 111 165 06:15 40 183 76 126 06:30 32 185 105 115 06:45 77 125 196 665 125 88 417 494 613 1159 07:00 81 102 203 72 07:15 120 85 152 83 07:30 148 101 211 52 07:45 121 84 470 372 173 66 739 273 1209 645 08:00 128 88 214 63 08:15 119 76 139 54 08:30 130 79 104 49 08:45 88 85 465 328 120 43 577 209 1042 537 09:00 92 92 126 47 09:15 105 54 113 38 09:30 117 65 98 41 09:45 105 69 419 280 104 40 441 166 860 446 10:00 103 81 112 40 10:15 107 57 122 24 10:30 126 41 108 17 10:45 106 51 442 230 117 21 459 102 901 332 11:00 111 33 97 26 11:15 139 44 118 20 11:30 124 27 112 14 11:45 140 33 514 137 134 27 461 87 975 224 Total 3019 6436 3724 4732 6743 11168 Percent 31.9% 68.1% 44.0°/. 56.0% 37.6% 62.41/. Grand 3019 6436 3724 4732 6743 11168 Total Percent 31.9% 68.1% 44.0% 56.0% 37.6% 62.4% ADT ADT 17,911 AADT 17,911 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Tippecanoe Ave Btwn 9th St&Baseline St Start 11-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Mornincl Afternoon Morning Afternoon Morning Afternoon 12:00 12 68 12 60 ' 12:15 12 73 14 66 12:30 8 66 1 78 12:45 13 98 45 305 6 72 33 276 78 581 01:00 10 93 7 69 01:15 13 78 9 66 01:30 11 84 5 86 01:45 9 78 43 333 4 72 25 295 68 628 02:00 6 97 3 63 02:15 4 94 5 58 02:30 7 104 2 77 02:45 4 127 21 422 5 80 15 278 36 700 03:00 3 114 4 70 03:15 8 118 4 92 03:30 7 133 16 104 03:45 13 192 31 557 16 94 40 360 71 917 04:00 7 110 8 76 04:15 11 122 15 68 04:30 16 136 23 80 04:45 14 116 48 484 22 63 68 287 116 771 05:00 24 116 10 78 05:15 18 127 26 96 05:30 18 134 45 98 ' 05:45 18 114 78 491 48 62 129 334 207 825 06:00 26 89 33 80 06:15 25 104 46 58 06:30 36 89 51 60 06:45 27 58 114 340 98 52 228 250 342 590 ' 07:00 53 68 75 49 07:15 90 64 100 48 07:30 76 58 85 38 07:45 80 50 299 240 98 42 358 177 657 417 08:00 64 42 76 31 08:15 78 49 76 36 08:30 80 54 92 29 08:45 86 52 308 197 83 30 327 126 635 323 09:00 70 42 62 22 09:15 55 38 45 32 09:30 65 38 43 28 09:45 62 32 252 150 47 20 197 102 449 252 10:00 66 32 54 19 . 10:15 42 34 50 22 10:30 72 29 60 15 10:45 57 30 237 125 66 16 230 72 467 197 11:00 74 18 67 20 11:15 80 20 53 16 11:30 76 16 61 4 11:45 62 17 292 71 68 8 249 48 541 11 Total 1768 3715 1899 2605 3667 6320 Percent 32.2% 67.8% 42.2% 57.6% 36.7% 63.3% ' Grand 1768 3715 1899 2605 3667 6320 Total Percent 32.2% 67.8% 42.2% 57.8% 36.7% 63.3% ADT ADT 9,987 AADT 9,987 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com University Parkway Btwn Cajon Blvd&Northpark Blvd Start 02-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Mornina Afternoon Morning Afternoon Mornina Afternoon MorninQ Afternoon Morning Afternoon 12:00 21 123 19 122 12:15 12 125 14 117 12:30 15 122 18 116 12:45 14 112 62 482 13 131 64 486 126 968 01:00 15 121 15 113 01:15 22 148 25 124 01:30 23 119 18 132 01:45 11 123 71 511 12 130 70 499 141 1010 02:00 12 151 12 133 02:15 9 126 15 130 02:30 20 172 19 130 02:45 17 140 58 589 15 191 61 584 119 1173 03:00 17 158 18 129 03:15 13 164 16 153 ' 03:30 11 141 16 156 03:45 15 159 56 622 28 141 78 579 134 1201 04:00 12 189 27 200 04:15 10 162 21 139 04:30 25 175 28 147 ' 04:45 38 157 85 683 36 151 112 637 197 1320 05:00 54 162 40 127 05:15 27 155 44 142 05:30 31 144 59 155 05:45 52 161 164 622 66 178 209 602 373 1224 06:00 67 137 57 172 06:15 44 160 55 149 06:30 53 145 56 111 06:45 64 131 228 573 130 123 298 555 526 1128 07:00 61 116 121 116 07:15 64 134 128 99 07:30 84 110 151 123 07:45 94 116 303 476 140 98 540 436 843 912 08:00 127 111 136 91 08:15 85 136 123 83 08:30 90 90 113 86 �r 08:45 84 102 386 439 123 93 495 353 881 792 09:00 84 100 118 76 09:15 95 103 121 58 09:30 103 82 93 75 09:45 79 80 361 365 147 51 479 260 840 625 10:00 82 82 115 67 ' 10:15 76 58 91 56 10:30 103 56 107 53 10:45 89 54 350 250 106 73 419 249 769 499 11:00 97 49 114 37 11:15 95 43 122 37 11:30 118 38 111 26 11:45 90 23 400 153 125 31 472 131 872 284 Total 2524 5765 3297 5371 5821 11136 Percent 30.5% 69.6% 38.0% 62.0% 34.3% 65.7% Grand 2524 5765 3297 5371 5821 11136 ' Total Percent 30.5% 69.6% 38.0% 62.0% 34.3% 65.7% ADT ADT 16,957 AADT 16,957 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Valencia Ave Btwn 21 st Street&30th Street Start 10-Feb-16 North Hour Totals South Hour Totals Combined Totals _ Time Wed Morning Afternoon Morning Afternoon Morninq Afternoon Morninci Afternoon Morning Afternoon _ 12:00 8 63 5 47 12:15 4 65 7 45 12:30 5 54 4 54 12:45 2 48 19 230 6 41 22 187 41 417 01:00 3 63 5 63 01:15 3 59 6 55 01:30 2 49 4 44 01:45 4 55 12 226 4 59 19 221 31 447 02:00 4 60 4 38 02:15 2 62 3 49 ' 02:30 4 69 2 59 02:45 4 79 14 270 2 92 11 238 25 508 03:00 2 103 2 59 03:15 3 80 1 62 ' 03:30 4 75 3 65 03:45 5 116 14 374 4 68 10 254 24 628 04:00 4 83 1 74 04:15 11 133 1 68 04:30 9 78 4 62 1 04:45 7 110 31 404 10 81 16 285 47 689 05:00 13 133 8 64 05:15 5 132 5 67 05:30 21 145 17 62 ' 05:45 14 106 53 516 12 69 42 262 95 778 06:00 8 88 29 68 06:15 18 91 31 75 06:30 17 70 26 50 06:45 28 70 71 319 56 67 142 260 213 579 07:00 43 57 91 46 07:15 56 46 107 43 07:30 100 44 114 31 07:45 67 37 266 184 136 24 448 144 714 328 08:00 44 42 126 20 08:15 52 36 100 20 08:30 57 32 97 20 08:45 84 27 237 137 96 25 419 85 656 222 09:00 45 32 75 18 09:15 40 23 58 29 09:30 44 43 60 19 09:45 36 29 165 127 46 23 239 89 404 216 10:00 42 23 47 18 10:15 46 13 39 20 10:30 41 15 49 14 10:45 34 15 163 66 56 16 191 68 354 134 11:00 50 18 56 6 11:15 40 14 54 22 11:30 50 13 61 16 11:45 49 13 189 58 47 6 218 50 407 108 Total 1234 2911 1777 2143 3011 5054 Percent 29.8% 70.2% 45.3% 54.70 37.31/. 62.70/. Grand 1234 2911 1777 2143 3011 5054 ' Total Percent 29.8% 70.2% 45.3% 54.7% 37.3% 62.7% ADT ADT 8,065 AADT 8,065 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Valencia Ave Btwn 30th Street&40th Street Start 09-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 6 39 9 52 ' 12:15 3 45 2 49 12:30 1 35 4 41 12:45 2 33 12 152 6 50 21 192 33 344 01:00 0 38 3 53 01:15 2 29 2 38 01:30 1 32 5 37 01:45 1 49 4 148 4 49 14 177 18 325 02:00 2 37 3 38 02:15 2 33 1 74 02:30 1 70 1 66 02:45 0 54 5 194 2 60 7 238 12 432 03:00 1 64 2 51 03:15 3 57 1 64 ' 03:30 2 42 1 95 03:45 3 69 9 232 2 69 6 279 15 511 04:00 0 70 3 71 04:15 2 52 5 75 04:30 3 55 1 56 04:45 12 44 17 221 2 76 11 278 28 499 05:00 6 55 8 71 05:15 8 35 2 79 05:30 6 48 6 90 05:45 12 59 32 197 5 95 21 335 53 532 06:00 11 67 4 71 06:15 14 55 13 64 06:30 20 40 11 59 06:45 27 50 72 212 16 51 44 245 116 457 07:00 43 30 24 47 07:15 84 27 41 44 07:30 72 26 73 40 07:45 87 19 286 102 64 31 202 162 488 264 08:00 76 20 44 32 08:15 61 19 39 39 08:30 51 25 42 31 08:45 78 17 266 81 55 30 180 132 446 213 09:00 66 20 42 22 09:15 50 23 44 27 09:30 44 18 43 28 09:45 34 23 194 84 32 27 161 104 355 188 10:00 49 18 28 22 10:15 31 12 27 17 10:30 36 9 35 16 10:45 44 9 160 48 29 14 119 69 279 117 11:00 43 12 43 17 11:15 34 11 39 16 Total 1189 1707 132 36 951 2264 165 53 212 89 40 39 Percent 41.1% 58.9% 29.6% 70.4% 35.0% 65.0% Grand 1189 1707 951 2264 2140 3971 Total Percent 41.1% 58.9% 29.6% 70.4% 35.0% 65.0 ADT ADT 6,111 AADT 6,111 City Traffic Counters Page 1 ' www.ctcounters.com Victoria Ave Btwn Highland Ave& Lynwood Dr Start 04-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 95 186 94 23 12:15 78 202 106 22 12:30 72 185 88 34 12:45 63 193 308 766 108 26 396 105 704 871 01:00 69 164 74 60 01:15 58 184 105 34 01:30 68 182 83 35 01:45 59 179 254 709 70 35 332 164 586 873 02:00 62 232 97 37 02:15 38 203 101 123 02:30 42 168 110 78 02:45 54 178 196 781 96 36 404 274 600 1055 03:00 44 174 89 77 03:15 47 166 67 45 03:30 42 184 62 56 03:45 38 146 171 670 63 91 281 269 452 939 04:00 26 202 76 75 04:15 44 152 49 75 04:30 28 165 68 103 04:45 27 196 125 715 65 59 258 312 383 1027 05:00 52 186 27 59 ' 05:15 38 189 39 55 05:30 76 225 40 37 05:45 60 238 226 838 27 40 133 191 359 1029 06:00 46 243 57 28 06:15 70 224 32 23 ® 06:30 73 259 73 34 06:45 96 258 285 984 39 8 201 93 486 1077 07:00 128 291 17 27 07:15 227 300 24 7 07:30 167 283 62 10 07:45 161 234 683 1108 22 7 125 51 808 1159 08:00 142 173 11 28 08:15 122 189 28 30 08:30 134 195 15 23 08:45 144 174 542 731 39 28 93 109 635 840 09:00 122 169 21 27 09:15 123 180 21 34 09:30 124 159 24 138 ' 09:45 169 156 538 664 5 283 71 482 609 1146 10:00 154 151 11 399 10:15 158 160 11 168 10:30 160 119 8 116 10:45 158 109 630 539 34 120 64 803 694 1342 11:00 169 129 21 86 11:15 178 88 20 112 11.30 195 103 18 65 11:45 162 101 704 421 37 83 96 346 800 767 ' Total 4662 8926 2454 3199 7116 12125 Percent 34.3% 65.7% 43.4% 56.6% 37.0% 63.0%0 Grand 4662 8926 2454 3199 7116 12125 Total ' Percent 34.3% 65.7% 43.4% 56.6% 37.0% 63.0% ADT ADT 19,241 AADT 19,241 Page 1 CITY TRAFFIC COUNTERS www.ctcounters.com Waterman Ave Btwn Barton Rd&Central Ave Start 10-Mar-16 North Hour Totals South Hour Totals Combined Totals Time Thu Morninq Afternoon Morning Afternoon Morninq Afternoon Morning Afternoon Morning Afternoon 12:00 16 188 30 216 ' 12:15 18 205 26 226 12:30 23 229 24 218 12:45 17 219 74 841 24 246 104 906 178 1747 01:00 17 217 20 206 01:15 12 202 14 186 01:30 14 200 22 232 _. 01:45 18 238 61 857 19 229 75 853 136 1710 02:00 20 197 23 184 02:15 14 230 11 198 02:30 16 196 15 256 02:45 26 220 76 843 20 259 69 897 145 1740 03:00 20 172 22 205 03:15 28 224 30 222 03:30 32 168 26 226 03:45 62 193 142 757 42 232 120 885 262 1642 04:00 22 196 26 240 04:15 24 187 30 218 04:30 22 218 45 250 04:45 36 200 104 801 56 246 157 954 261 1755 05:00 32 205 66 236 05:15 28 203 58 232 05:30 54 198 48 238 05:45 78 154 192 760 83 200 255 906 447 1666 06:00 87 160 76 161 06:15 72 128 66 182 06:30 106 120 84 138 06:45 148 101 413 509 102 142 328 623 741 1132 07:00 136 82 112 122 07:15 150 92 140 89 07:30 143 83 120 88 07:45 188 50 617 307 166 82 538 381 1155 688 08:00 162 68 168 70 pp 08:15 177 64 154 72 08:30 128 66 127 62 08:45 116 60 583 258 148 56 597 260 1180 518 09:00 136 60 164 60 ' 09:15 138 66 160 46 09:30 149 49 151 80 09:45 162 72 585 247 147 66 622 252 1207 499 10:00 158 55 159 44 10:15 168 44 168 38 10:30 132 38 178 50 10:45 180 29 638 166 196 41 701 173 1339 339 11:00 170 33 165 34 11:15 192 32 189 25 ' 11:30 177 36 224 30 11:45 208 28 747 129 241 34 819 123 1566 252_ Total 4232 6475 4385 7213 8617 13688 Percent 39.5% 60.5% 37.8% 62.2% 38.6% 61.4%_ Grand 4232 6475 4385 7213 8617 13688 Total Percent 39.5% 60.5% 37.8% 62.2% 38.6% 61.4% ADT ADT 22,305 AADT 22,305 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Waterman Ave Btwn Central Ave&Rialto Ave Start 23-Feb-16 North Hour Totals South Hour Totals Combined Totals Time Tue Morninq Afternoon Morning Afternoon Mornincl Afternoon Morning Afternoon Morninq Afternoon 12:00 31 175 15 230 ' 12:15 19 189 18 217 12:30 21 178 17 219 12:45 18 216 89 758 14 197 64 863 153 1621 01:00 13 262 14 225 01:15 14 245 12 197 01:30 6 211 15 213 01:45 15 192 48 910 9 192 50 827 98 1737 02:00 17 200 16 198 02:15 13 182 12 185 ' 02:30 13 173 9 192 02:45 8 194 51 749 10 212 47 787 98 1536 03:00 15 211 6 195 03:15 5 202 10 175 03:30 6 177 11 214 03:45 12 193 38 783 36 210 63 794 101 1577 04:00 24 215 31 198 04:15 12 174 25 156 04:30 10 206 32 180 04:45 25 171 71 766 35 225 123 759 194 1525 05:00 24 185 56 184 05:15 26 167 44 224 05:30 32 214 61 186 05:45 41 169 123 735 60 184 221 778 344 1513 06:00 55 177 68 169 06:15 50 149 60 186 06:30 51 132 69 122 06:45 99 126 255 584 76 115 273 592 528 1176 ' 07:00 98 108 123 141 07:15 111 102 92 102 07:30 114 78 127 70 07:45 110 77 433 365 152 77 494 390 927 755 ' 08:00 140 69 183 74 08:15 156 62 151 73 08:30 159 69 144 64 08:45 111 68 566 268 143 45 621 256 1187 524 09:00 148 47 159 68 09:15 123 76 151 69 09:30 136 51 159 48 09:45 150 64 557 238 169 62 638 247 1195 485 10:00 164 68 174 42 10:15 137 56 174 47 10:30 152 40 154 30 10:45 142 51 595 215 160 31 662 150 1257 365 11:00 151 38 170 25 11:15 147 15 188 27 ' 11:30 188 30 223 31 11:45 153 26 639 109 203 17 784 100 1423 209 Total 3465 6480 4040 6543 7505 13023 Percent 34.8% 65.2% 38.2% 61.8% 36.6% 63.41/. Grand 3465 6480 4040 6543 7505 13023 Total Percent 34.8% 65.2% 38.2% 61.8% 36.6% 63.4% ADT ADT 20,528 AADT 20,528 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Waterman Ave Btwn Rialto Ave&Highland Ave Start 10-Mar-16 South Hour Totals North Hour Totals Combined Totals Time Thu Mornincl Afternoon Morning Afternoon Mornincl Afternoon Morning Afternoon Morning Afternoon 12:00 26 211 19 156 12:15 29 198 34 156 12:30 18 205 17 142 12:45 19 190 92 804 15 177 85 631 177 1435 01:00 13 209 19 159 01:15 10 187 17 176 01:30 18 191 14 176 01:45 12 201 53 788 17 144 67 655 120 1443 02:00 6 174 17 169 02:15 16 197 12 180 02:30 17 206 9 165 02:45 18 191 57 768 12 162 50 676 107 1444 03:00 13 204 10 170 03:15 11 197 6 178 ' 03:30 12 203 18 188 03:45 23 195 59 799 4 183 38 719 97 1518 04:00 22 208 7 165 04:15 16 223 19 175 04:30 21 234 24 139 04:45 21 223 80 888 18 174 68 653 148 1541 05:00 25 186 21 184 05:15 28 210 21 200 05:30 43 163 27 204 05:45 46 192 142 751 28 175 97 763 239 1514 06:00 60 159 29 145 06:15 51 137 44 176 I 06:30 53 160 43 140 06:45 78 143 242 599 42 159 158 620 400 1219 07:00 125 135 45 148 07:15 90 106 70 136 07:30 135 97 84 114 07:45 152 121 502 459 95 99 294 497 796 956 08:00 187 76 52 90 08:15 151 81 90 80 08:30 149 91 129 90 08:45 148 72 635 320 122 87 393 347 1028 667 09:00 172 70 140 68 09:15 170 92 128 73 09:30 145 89 137 62 09:45 151 79 638 330 107 78 512 281 1150 611 10:00 188 67 119 74 ' 10:15 181 44 135 57 10:30 139 49 121 59 10:45 182 48 690 208 133 56 508 246 1198 454 11:00 220 39 131 30 11:15 184 41 153 38 ' 11:30 193 37 158 39 11:45 191 33 788 150 170 33 612 140 1400 290 Total 3978 6864 2882 6228 6860 13092 Percent 36.7% 63.3% 31.6% 68.4% 34.4% 65.6% Grand 3978 6864 2882 6228 6860 13092 ' Total Percent 36.7% 63.3% 31.6% 68.4% 34.4% 65.6% ADT ADT 19,952 AADT 19,952 Page 1 CITY TRAFFIC COUNTERS ' www.ctcounters.com Waterman Ave Btwn Highland Ave&30th Street Start 09-Feb-16 South Hour Totals North Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Mornina ernoon Morning Afternoon 12:00 23 170 21 152 12:15 32 161 23 159 12:30 26 176 22 150 12:45 10 166 91 673 13 150 79 611 170 1284 01:00 15 171 18 175 01:15 9 167 10 155 01:30 18 178 7 147 01:45 11 190 53 706 7 157 42 634 95 1340 02:00 15 192 8 162 I 02:15 13 177 6 164 ' 02:30 8 202 6 155 02:45 6 184 42 755 9 163 29 644 71 1399 03:00 9 198 11 157 03:15 9 195 14 166 ' 03:30 9 178 16 163 03:45 19 193 46 764 23 159 64 645 110 1409 04:00 24 182 21 152 04:15 19 193 23 153 04:30 17 146 26 144 ' 04:45 18 199 78 720 37 151 107 600 185 1320 05:00 27 183 36 154 05:15 36 172 39 178 05:30 39 186 47 174 ' 05:45 55 162 157 703 59 168 181 674 338 1377 06:00 97 165 45 153 06:15 57 140 72 154 06:30 116 132 47 145 06:45 158 162 428 599 67 146 231 598 659 1197 ' 07:00 192 147 71 128 07:15 163 111 91 119 07:30 177 127 142 150 07:45 230 91 762 476 111 120 415 517 1177 993 08:00 273 96 87 98 08:15 232 94 68 113 08:30 242 77 103 96 08:45 221 92 968 359 87 71 345 378 1313 737 09:00 219 74 97 63 09:15 202 77 110 71 09:30 174 67 84 68 09:45 185 76 780 294 120 57 411 259 1191 553 10:00 173 65 98 63 10:15 186 60 123 65 10:30 162 69 116 52 10:45 178 51 699 245 110 50 447 230 1146 475 11:00 163 58 109 47 11:15 176 30 133 51 ' 11:30 188 27 132 29 11:45 164 21 691 136 127 37 501 164 1192 300 Total 4795 6430 2852 5954 7647 12384 Percent 42.7% 57.3% 32.4% 67.6% 38.2% 61.8% Grand 4795 6430 2852 5954 7647 12384 ' Total Percent 42.7% 57.3% 32.4% 67.6% 38.2% 61.8% ADT ADT 20,031 AADT 20,031