City of Pomona
LOCAL ROADWAY SAFETY PLAN
AUGUST 2022
Prepared for:
City of Pomona
505 S. Garey Avenue
Pomona, CA 91769
Prepared By:
1100 Corporate Center Drive, Suite 201
Monterey Park, CA 91754
T: 323.260.4703 | F: 323.260.4705
www.koacorp.com
JC11105 – v4b
Exp. 06/30/23
CITY OF POMONA | LRSP 1
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY 6
2.0 INTRODUCTION 8
2.1 FOUR E’S OF SAFETY ........................................................................................................ .................................................................. 8
2.2 PURPOSE OF THE LRSP ..................................................................................................................................................................... 8
2.3 CITY OF POMONA .............................................................................................................................................................................. 8
2.4 LRSP OVERVIEW ................................................................................................................................................................................ 10
2.4.2 SAFETY DATA ANALYSIS 10
2.4.1 DATA COLLECTION 10
2.4.3 IDENTIFY SAFETY MEASURES 10
2.4.4 DEVELOP SAFETY PROJECTS AND COST ESTIMATES 10
3.0 METHODOLOGY 11
3.1 COLLISION DATA SOURCES ............................................................................................................................................................ 11
3.1.1 CROSSROADS 11
3.1.2 SWITRS 11
3.1.3 OTS 11
3.2 IDENTIFYING LOCATIONS FOR ENGINEERING COUNTERMEASURES .............................................................................. 11
3.2.1 RANKING FUNCTION 12
3.2.2 AVERAGE CRASH FREQUENCY 12
3.2.3 EPDO SCORES 12
3.3 PROPOSING ENGINEERING COUNTERMEASURES ................................................................................................................. 13
4.0 SYSTEMIC SAFETY ANALYSIS – COLLISION TREND AND PATTERNS 14
4.1 TOTAL COLLISIONS AND KSI COLLISIONS ................................................................................................................................ 14
4.2 COLLISIONS BY FACILITY TYPE ..................................................................................................................................................... 19
4.3 COLLISIONS BY SCHOOL ...................................................................................................... ........................................................ 24
4.4 CITY OF POMONA VS. LOS ANGELES COUNTY ......................................................................................................................28
4.5 CITY OF POMONA VS. CITIES OF SIMILAR SIZES ....................................................................................................................30
5.0 PROJECT OUTREACH 32
5.1 PROJECT WEB SITE ............................................................................................................................................................................32
5.2 PUBLIC SURVEYS ............................................................................................................ ...................................................................32
5.3 STAKEHOLDER MEETINGS....................................................................................................... .......................................................32
6.0 TRANSPORTATION SAFETY EMPHASIS AREAS 34
6.1 PEDESTRIANS ..................................................................................................................................................................................... 34
6.2 UNSAFE SPEED AND REAR END COLLISIONS ...................................................................................... .................................. 34
6.3 BROADSIDE COLLISIONS ............................................................................................................................................................... 34
6.4 SCHOOL ZONE COLLISIONS .........................................................................................................................................................35 CITY OF POMONA | LRSP 2
7.0 ENGINEERING COUNTERMEASURES 37
7.1 IDENTIFY PROJECT LOCATIONS ............................................................................................................................... .....................39
7.1.1 IDENTIFIED ROADWAY SEGMENTS 39
7.1.2 IDENTIFIED INTERSECTIONS 41
7.1.3 CALTRANS INTERSECTIONS 43
7.2 ROADWAY SEGMENT RECOMMENDATIONS ......................................................................................................................... 43
7.2.1 GRAND AVENUE – FROM HANSEN AVENUE TO EAST END AVENUE 43
7.2.2 HOLT AVENUE – FROM DUDLEY STREET TO EAST END AVENUE 44
7.2.3 MISSION BOULEVARD – FROM DUDLEY STREET TO TOWNE AVENUE 46
7.2.4 MISSION BOULEVARD – FROM TEMPLE AVENUE TO WESTMONT AVENUE 47
7.2.5 RESERVOIR STREET – FROM NINTH STREET TO PHILADELPHIA STREET 50
7.2.6 TOWNE AVENUE – FROM SAN BERNARDINO AVENUE TO HOLT AVENUE 51
7.2.7 FRANKLIN AVENUE – FROM BOLIVAR STREET TO RESERVOIR STREET 53
7.2.8 WHITE AVENUE – FROM VAL VISTA STREET/PRECIADO STREET TO WILLIAM STREET 55
7.2.9 GAREY AVENUE – FROM ORANGE GROVE AVENUE TO LEXINGTON AVENUE 57
7.2.10 HAMILTON BOULEVARD – FROM PHILLIPS BOULEVARD TO LEXINGTON AVENUE 58
7.3 INTERSECTION RECOMMENDATIONS .......................................................................................................................................59
7.3.1 MISSION BOULEVARD AND EAST END BOULEVARD 59
7.3.2 MISSION BOULEVARD AND PHILLIPS DRIVE 61
7.3.3 MISSION BOULEVARD AND HUMANE WAY 62
7.3.4 MISSION BOULEVARD AND RESERVOIR STREET 64
7.3.5 MISSION BOULEVARD AND TOWNE AVENUE 65
7.3.6 HOLT AVENUE AND TOWNE AVENUE 67
7.3.7 INDIAN HILL BOULEVARD AND SAN BERNARDINO AVENUE 68
7.3.8 GRAND AVENUE AND GAREY AVENUE 70
7.3.9 GRAND AVENUE AND TOWNE AVENUE 72
7.3.10 MCKINLEY AVENUE AND ORANGE GROVE AVENUE 74
7.3.11 FAIRPLEX DRIVE AND HOLT AVENUE 76
7.3.12 GAREY AVENUE AND HOLT AVENUE 78
7.3.13 GAREY AVENUE AND ORANGE GROVE AVENUE 79
7.3.14 GAREY AVENUE AND FRANKLIN AVENUE 82
7.3.15 FRANKLIN AVENUE AND RESERVOIR STREET 84
7.3.16 HUMANE WAY AND ROSELAWN AVENUE 85
7.3.17 FOOTHILL BOULEVARD AND TOWNE AVENUE 87
7.3.18 FRANKLIN AVENUE AND PALOMARES STREET 89
7.3.19 TOWNE AVENUE AND HARRISON AVENUE 91
7.3.20 TOWNE AVENUE AND BONITA AVENUE 92
7.4 SYSTEMIC COUNTERMEASURES ..................................................................................................................................................93
7.4.1 LEADING PEDESTRIAN INTERVALS (LPI) 93
7.4.2 SUPPLEMENTAL TRAFFIC SIGNALS 94
7.4.3 THERMOPLASTIC PAVEMENT MARKINGS 96
7.4.4 RETROREFLECTIVE SIGNAL BACKPLATES 97
8.0 NON-ENGINEERING SAFETY MEASURES 98
8.1 FUNDING SOURCES ..........................................................................................................................................................................98
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8.2 REAR-ENDS AND SPEEDING .................................................................................................... .....................................................99
8.2.1 EDUCATION 100
8.2.2 ENCOURAGEMENT/EMERGING TECHNOLOGY 100
8.2.3 ENFORCEMENT 100
8.2.4 FUNDING SOURCES 100
8.3 Pedestrians and Bicyclists ................................................................................................ ..............................................................101
8.3.1 EDUCATION 101
8.3.2 ENFORCEMENT 101
8.3.3 FUNDING SOURCES 101
9.0 SAFETY PROJECTS 102
9.1 PROJECT SCOPES AND BENEFIT CALCULATIONS ................................................................................................................. 102 Project 1: Grand Avenue, from Hansen Avenue to East End Avenue 103 Project 2: Holt Avenue, from Dudley Street to East End Avenue 103 Project 3: Mission Boulevard, from Dudley Street to Towne Avenue 104 Project 4: Mission Boulevard, from Temple Avenue to Westmont Avenue 104 Project 5: Reservoir Street, from Ninth Street to Philadelphia Street 104 Project 6: Towne Avenue, from San Bernardino Avenue to Holt Avenue 105 Project 7: Franklin Avenue, from Bolivar Street to Reservoir Street 105 Project 8: White Avenue, from Val Vista Street/Preciado Street to William Street 105 Project 9: Garey Avenue, from Orange Grove Avenue to Lexington Avenue 106 Project 10: Hamilton Boulevard, from Phillips Boulevard to Lexington Avenue 106 Project 11: East End Avenue & Mission Boulevard 106
Project 12: Mission Boulevard & Phillips Drive 106
Project 13: Mission Boulevard & Humane Way 107
Project 14: Mission Boulevard & Reservoir Street 107
Project 15: Mission Boulevard & Towne Avenue 107
Project 16: Holt Avenue & Towne Avenue 108
Project 17: Indian Hill Boulevard & San Bernardino Avenue 108 Project 18: Grand Avenue & Garey Avenue 108
Project 19: Grand Avenue & Towne Avenue 109
Project 20: McKinley Avenue & Orange Grove Avenue 109
Project 21: Fairplex Drive & Holt Avenue 109
Project 22: Garey Avenue & Holt Avenue 110
Project 23: Garey Avenue & Orange Grove Avenue 110
Project 24: Garey Avenue & Franklin Avenue 110
Project 25: Franklin Avenue & Reservoir Street 111
Project 26: Humane Way & Roselawn Avenue 111
Project 27: Foothill Boulevard & Towne Avenue 111
Project 28: Franklin Avenue & Palomares Street 111
Project 29: Towne Avenue & Harrison Avenue 112
Project 30: Towne Avenue & Bonita Avenue 112
9.2 COST ESTIMATE ................................................................................................................................................................................113
9.3 BENEFIT/COST RATIO .....................................................................................................................................................................113
9.4 PROJECT PRIORITIZATION ........................................................................................................................................................... 133 CITY OF POMONA | LRSP 4
9.5 FUNDING SOURCES ....................................................................................................................................................................... 139
LIST OF FIGURES
Figure 4.1: Total Collisions by Year (2015 – 2019) ..................................................................................................................................... 14 Figure 4.2: Collision Severity (2015 – 2019) ................................................................................................................................................. 15 Figure 4.3: Collisions by Type with KSI Percentage (2015 – 2019) ....................................................................................................... 16 Figure 4.4: Collisions by Primary Collision Factor (PCF) ...................................................................... ................................................... 17 Figure 4.5: Motor Vehicles Involved With (2015 – 2019) ........................................................................................................................ 17 Figure 4.6: Collisions by Time of Day (2015 – 2019) ................................................................................................................................. 18 Figure 4.7: At-Fault Party by Age and Gender (2015 – 2019) ................................................................................................................ 19 Figure 6.1: KSI Collisions within ½ Mile School Zone Area ....................................................................................................................36 Figure 7.1: Countermeasure Roadway Segment Map ............................................................................................................................ 40 Table 7.2: Identified Intersections ........................................................................................... ...................................................................... 41 Figure 7.2: Countermeasure Intersection Map ......................................................................................................................................... 42 Figure 7.3: Collision Statistics – Grand Avenue from Hansen Avenue to East End Avenue ...................................................... 44 Figure 7.4: Collision Statistics – Holt Avenue from Dudley Street to East End Avenue ............................................................... 45 Figure 7.5: Collision Statistics – Mission Boulevard from Dudley Street to Towne Avenue .........................................................47 Figure 7.6: Collision Statistics – Mission Boulevard from Temple Avenue to Westmont Avenue............................................. 49 Figure 7.7: Collision Statistics – Reservoir Street from Ninth Street to Philadelphia Street ......................................................... 51 Figure 7.8: Collision Statistics – Towne Avenue from San Bernardino Avenue to Holt Avenue .................................................53 Figure 7.9: Collision Statistics – Franklin Avenue from Bolivar Street to Reservoir Street ........................................................... 54 Figure 7.10: Collision Statistics – White Avenue from Val Vista Street/Preciado Street to William Street ...............................56 Figure 7.11: Collision Statistics – Garey Avenue from Orange Grove Avenue to Lexington Avenue .........................................58 Figure 7.12: Collision Statistics – Hamilton Boulevard from Phillips Boulevard to Lexington Avenue ......................................59 Figure 7.13: Collision Statistics – Mission Boulevard and East End Boulevard ................................................................................. 61 Figure 7.14: Collision Statistics – Mission Boulevard and Phillips Drive ...................................................... .......................................62 Figure 7.15: Collision Statistics – Mission Boulevard and Humane Way ............................................................................................63 Figure 7.16: Collision Statistics – Mission Boulevard and Reservoir Street ........................................................................................65 Figure 7.17: Collision Statistics – Mission Boulevard and Towne Avenue .......................................................................................... 67 Figure 7.18: Collision Statistics – Holt Avenue and Towne Avenue .....................................................................................................68 Figure 7.19: Collision Statistics – Indian Hill Boulevard and San Bernardino Avenue ....................................................................69 Figure 7.20: Collision Statistics – Grand Avenue and Garey Avenue .................................................................................................. 71 Figure 7.21: Collision Statistics – Grand Avenue and Towne Avenue ................................................................................................. 73 Figure 7.22: Collision Statistics – McKinley Avenue and Orange Grove Avenue ............................................................................ 75 Figure 7.23: Collision Statistics – Fairplex Drive and Holt Avenue ....................................................................................................... 77 Figure 7.24: Collision Statistics – Garey Avenue and Holt Avenue ...................................................................................................... 79 Figure 7.25: Collision Statistics – Garey Avenue and Orange Grove Avenue ..................................................................................80 Figure 7.26: Collision Statistics – Garey Avenue and Franklin Avenue ...............................................................................................83 Figure 7.27: Collision Statistics – Franklin Avenue and Reservoir Street ............................................................................................85 Figure 7.28: Collision Statistics – Humane Way and Roselawn Avenue ............................................................................................86 Figure 7.29: Collision Statistics – Foothill Boulevard and Towne Avenue .........................................................................................88 Figure 7.30: Collision Statistics – Franklin Avenue and Palomares Street .........................................................................................90 Figure 7.31: Collision Statistics – Towne Avenue and Harrison Avenue ............................................................................................. 91 Figure 7.32: Collision Statistics – Towne Avenue and Bonita Avenue ................................................................................................93
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LIST OF TABLES
Table 3.1: EPDO Collision Weight by Severity ............................................................................................................................... ............. 13 Table 4.1: Collisions by Facility Type .............................................................................................................................................................20 Table 4.2: Collision Types by Facility Type ............................................................................................................................... ...................20 Table 4.3: Collision Severity by Facility Type .............................................................................................................................................. 21 Table 4.4: Street Lighting by Facility Type .................................................................................................................................................. 21 Table 4.5: Primary Collision Factor (PCF) by Facility Type ......................................................................................................................22 Table 4.6: Broadside Collisions by Facility Type ........................................................................................................................................23 Table 4.7: Rear-end Collisions by Facility Type .........................................................................................................................................23 Table 4.8: Sideswipe Collisions by Facility Type ........................................................................................................................................23 Table 4.9: School Collision Comparison by Severity ............................................................................................................................... .25 Table 4.10: School Collision Comparison for Bicyclist- and Pedestrian-Involved Collisions ........................................................ 27 Table 4.11: Total Collision Comparison for Pomona vs. Los Angeles County....................................................... ............................28 Table 4.12: KSI Collision Comparison for Pomona vs. Los Angeles County ......................................................................................28 Table 4.13: Collision Type Comparison for Pomona vs. Los Angeles County ..................................................................................29 Table 4.14: PCF Comparison for Pomona vs. Los Angeles County .....................................................................................................30 Table 4.15: 2019 OTS Ranking Data .............................................................................................................................................................. 31 Table 7.1: Safety Countermeasures Applied to Pomona LRSP .............................................................................................................38 Table 7.2: Identified Intersections ........................................................................................... ...................................................................... 41 Table 8.1: Transportation Safety Funding Sources Summary ................................................................................................................98 Table 8.2: Rear-end and Speeding Program Funding Sources .......................................................................................................... 100 Table 8.3: Pedestrian and Bicycle Program Funding Sources ..............................................................................................................101 Table 9.1: Safety Project Scopes ............................................................................................................................... .................................... 103 Table 9.2: Benefits/Cost Ratio Analysis by Safety Project .................................................................................................................... 114 Table 9.3: Benefits/Cost Ratio Analysis by Systemic Safety Project .................................................................................................. 129 Table 9.4: Benefits/Cost Ratio Analysis by Recommended Safety Projects .................................................................................... 133 Table 9.5: Benefits/Cost Ratio Analysis by Recommended Locations .............................................................................................. 137 Table 9.6: Transportation Safety Funding Sources Summary ............................................................................................................. 139
APPENDICES
APPENDIX A – ADDITIONAL COLLISION MAPS
APPENDIX B – INTERSECTION AND ROADWAY SEGMENT RANKING TABLES APPENDIX C – SAFETY PROJECTS COST ESTIMATES
APPENDIX D – SCHOOL CROSSING GUARD ANALYIS AND PRIORITIZATION STUDY APPENDIX E – COLLISIONS BY SCHOOL CHARTS
APPENDIX F – PROJECT OUTREACH POSTCARDS
APPENDIX G – PROJECT OUTREACH PUBLIC SURVEYS
APPENDIX H – PROJECT OUTREACH WORKING GROUP SUMMARIES
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1.0 EXECUTIVE SUMMARY
The California Department of Transportation (Caltrans) established a program for cities to prepare a Local Roadway Safety Plan (LRSP) to identify safety needs and recommend projects to address these needs. This document serves as the LRSP for the City of Pomona.
Overview
KOA Corporation (KOA) has developed a Local Roadway Safety Plan (LRSP) for the City of Pomona. Funded by Caltrans, an LRSP provides an opportunity for lo cal agencies to evaluate roadway safety problems through data analysis and improve roadway safety through infrastructure implementation, education, and enforcement programs/campaigns. Preparing an LRSP cr eates a framework to identify and analyze safety problems and recommend safety improvements systematically.
An LRSP analyzes collision data, assesses infrastruc ture deficiencies through an inventory of roadway system elements, and identifies roadway safety soluti ons on a citywide basis. The State created the LRSP to help local agencies develop safety projects that can be submitted for funding by the Highway Safety Improvement Program (HSIP). HSIP Cycle 11, announced in May 2022, and subsequent cycles will require an LRSP or equivalent plans such as a Vision Zero Plan or System Safety Analysis Report.
This report has been prepared per Caltrans LRSP guidelines and the Caltrans Local Roadway Safety Manual (LRSM) version 1.6 dated April 2022. The general content of this LRSP report follows this outline:
● Crash data source and analysis techniques
● Crash data analysis results and highest occurring crash types ● High-risk corridor and intersection analysis and safety countermeasures ● Cost estimates of recommended improvements
● Prioritization of projects based on cost-benefit ratio and effectiveness of safety improvement ● Strategies for safety project implementation
● Traffic safety enforcement size analysis based on Office of Traffic Safety (OTS) data
The LRSP fulfills the following purposes:
● Identify the most frequently occurring collision types and roadway characteristics contributing to collisions.
● Identify high-risk corridors and intersections.
● Propose safety countermeasures to address safety issues. ● Prioritize safety improvement projects based on benefit/cost ratio and other considerations.
Prominent Collision Pattern
Five years of collision records were assessed, sp anning from January 2015 to December 2019, which adheres to the maximum period permitted by the HSIP for a safety infrastructure project application for federal funding. The collisions were categorized by seve rity, collision type, Primary Collision Factor (PCF), involved parties, lighting conditions, and facility type (signalized intersections, non-signalized intersections,
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and mid-block locations). A total of 8,511 collisions on City roadways were recorded from 2015 to 2019.
The following summarizes the collision patterns within the City:
● Most common collision types were broadside (28.7% of total collisions), rear end (27.3%), and sideswipe (22.4%). Broadside collisions accounted for 27% of fatal and severe injury collisions, the highest total besides pedestrian-related collisions.
● Pedestrian-related collisions accounted for 3.4% of total collisions citywide, but 38.8% of all fatal or severe injury collisions.
● Rear-end collisions due to unsafe speeding represented the highest proportion of total collisions, accounting for 9.3% of collisions citywide.
● Broadside collisions due to automobile ROW violations accounted for 7.7% of total collisions and
12.2% of all fatal or severe injury collisions.
Safety Measures
The following transportation safety emphasis areas were identified based on the collision data analysis:
● Pedestrians
● Speeding and Rear End Collisions
● Automobile ROW/Improper Turning and Broadside Collisions ● School zone collisions
The LRSP recommends engineering countermeasures based on a thorough review of recent collision data, several field visits to high collision frequency inte rsections and roadway segments, multiple surveys of Pomona residents, as well as discussions with City staff, the Pomona Police Department, and Pomona Unified School District stakeholders. The recommend ed countermeasures chiefly address pedestrian and bicyclist safety concerns in Pomona, particularly in close proximity to schools.
To enhance pedestrian safety, leading pedestrian inte rvals (LPI) are recommended at eight (8) signalized intersections with high incidences of pedestrian collisions. Modifying the traffic signals at these intersections, allowing pedestrians to cross with a ‘head start’ when crossing the intersection, will improve pedestrian visibility and, therefore, safety.
Also, this LRSP recommended installing supplemental tr affic signals and retroreflective signal backplates to mitigate speeding and broadside collisions at signalized intersections. Roadway striping improvements will also be recommended, as striping is inconsistent across the City of Pomona.
In addition to the infrastructure improvements mentioned above, non-engineering safety measures address traffic safety concerns through education, encouragement, and enforcement. Several state and federal grant programs offer funds for non-engineering roadway safety projects, as shown below:
● Advanced Transportation and Congestion Management Technologies Deployment Program ● Active Transportation Program
● Sustainable Communities Grant Program
● Office of Traffic Safety Grants
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2.0 INTRODUCTION
The City of Pomona retained KOA to develop a Local Roadway Safety Plan (LRSP). Traditionally, agencies have selected safety projects based on historical cras h records, focusing on sites with a concentration of recent severe collisions. By contrast, the LRSP shar es a similar framework with the California Statewide Strategic Highway Safety Plan (SHSP), which focuse s on engineering and non-engineering solutions to roadway safety issues. The LRSP identifies the most common collision categories across a roadway network to target projects that address the factors associated with those categories. The LRSP allows agencies to assess risks before a collision by focusing on causal factors rather than collisions. Systemic improvements target broader geography than the traditional spot location improvements. The systemic project selection favors the broad implementation of cost-effective countermeasures.
2.1 FOUR E’S OF SAFETY
The LRSP not only focuses on engineering improvements to mitigate crashes. The LRSP also addresses the other safety improvements in othe r areas such as enforcement, ed ucation, and emergency services.
According to the SHSP 2020-2024, two-thirds of all crashes are the result of aggressive driving. Male drivers are more likely to be at fault in aggressive driving-related crashes regardless of age. Making roadways safer requires the Four E’s (Engineering, Enforcement, Ed ucation, and Emergency Services). Working together with the Four E’s at the city level will help make city roads safer.
2.2 PURPOSE OF THE LRSP
The LRSP systematically identifies and analyzes safety problems and recommends safety improvements.
Preparing the LRSP facilitates coll aboration by developing partners hips between Pomona and project stakeholders, such as Pomona Unified School Distri ct. The results of the LRSP are summarized with a prioritized list of improvements and actions. The LRSP offers a proactive approach to addressing roadway safety needs in Pomona.
2.3 CITY OF POMONA
Pomona is a city in eastern Los Angeles County, situ ated at the eastern end of the San Gabriel Valley.
According to the 2019 American Community Survey 5-year estimates, Pomona had a population of 152,209, which is an increase from 2010’s estimated population of 148,775.
The overall collisions pattern in the City of Pomona fo r the recent analyzed five-year period is illustrated on Figure 2.3.
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Figure 2.3: Pomona Citywide Collision Map (2015 – 2019)
Source: 2015 – 2019 Crossroads collision data
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2.4 LRSP OVERVIEW
The LRSP project includes six primary tasks. The follow ing sections include a brief description of the tasks associated with this project, with a more detailed description of each task in subsequent sections of this document.
2.4.2 SAFETY DATA ANALYSIS
Following the development of the comprehensive GIS project database, the collision data was analyzed for Pomona. Collisions were compared to the safety emph asis areas as defined in the California SHSP. The safety data analysis is summarized in Section 4 of this document. The transportation emphasis areas are identified based on the collision data analysis and are discussed in Section 5 of this document.
2.4.1 DATA COLLECTION
A comprehensive Geographic Information Systems (GI S) project database was developed by utilizing the following data, which was provided by the City of Pomona:
● Five years (1/1/2015 to 12/31/2019) of collision data collected via the Crossroads collision database ● Locations of signalized intersections
● Locations of crosswalks
● Traffic ADT data
● Updated roadway network centerlines
● School crossing guard locations
● Related plan documents, such as the Active Transportation Plan
2.4.3 IDENTIFY SAFETY MEASURES
In coordination with city staff, a list of engineer ing-related safety countermeasures and non-engineering safety measures were developed for use as recomme ndations in this LRSP. These countermeasures are discussed in Section 7 and Section 8 of this document.
2.4.4 DEVELOP SAFETY PROJECTS AND COST ESTIMATES
Roadways and intersections were ranked based on the collision frequency. The top locations of interest will be investigated for further evaluation and potential safety improvements. The improvements include signal hardware improvement, additional warning signage, and pedestrian-related features, such as high-visibility crosswalks. Planning-level cost estimations are provided for each safe ty project. The list of safety projects is prioritized based on the following considerations:
● Benefit/Cost Ratio (for engineering solutions only)
● Funding availability for engineering and non-engineering programs ● Public surveys collected during project outreach
● Other factors recommended by City staff
The safety projects and cost estimates are discussed in Section 9 of this document.
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3.0 METHODOLOGY
3.1 COLLISION DATA SOURCES
Citywide collision trends were collected between 2015 and 2019 from the City of Pomona's Crossroads collision database. The 2020 and 2021 collision data were excluded from the analysis because the COVID- 19 pandemic may have impacted travel patterns and traffic volumes for those years.
The California Highway Patrol's Statewide Integrated Traffic Records System (SWITRS) collision database is utilized to compare the collision data within the County of Los Angeles. Additionally, the California Office of Traffic Safety Rankings (OTS) are utilized to compar e Pomona's traffic safety statistics to those of other cities with similar-sized populations in California.
3.1.1 CROSSROADS
Crossroads Software maintains Pomona's collision record s. This database provides a central location to record collision data that can easily be used to in put, manage, and query the collision records. The most recent five years of collision data from 2015 to 2019 were extracted from the Crossroads database to identify long–term collision trends and patterns within the City. The analysis is aggregated and classified by control type (signalized, non-signalized, and midblock locations).
3.1.2 SWITRS
The California Highway Patrol's SWITRS database collects and processes data on collisions throughout the state of California. The Internet SWITRS applicatio n provides geographically- and temporally-targeted collision reports in an electronic format. The SWITRS collision database was ut ilized to compare Pomona collisions (acquired via Crossroads) with Los Angeles County at large to identify prominent transportation trends.
3.1.3 OTS
The California Office of Traffic Safety (OTS) Rankings compare traffic safety statistics among cities in California with similar populations. The statistics fo cus on the victims killed and injured in crashes. Cities can use these comparisons to see the areas in which they underperform.
3.2 IDENTIFYING LOCATIONS FOR ENGINEERING COUNTERMEASURES Crash data analysis for this LRSP was conducted usin g collision data from the SWITRS collision database.
The collision records include a variety of information about each collision, including the location, date, time of the day, crash type, crash severity, primary violat ion category, transportation mode of the involved parties, and movement of the involved parties prior to the collision. Per California state law, motor vehicle collisions must be reported when vehicle or proper ty damage exceeds $1,000 or when any of the parties suffer an injury or fatality. Collis ions with no injured parties or minor property damage might not be reported and, therefore, are not included in the collision database.
The Caltrans document Local Roadway Safety, A Manual for California’s Local Road Owners , Version 1.6, April 2022 (LRSM) encourages a proactive rather than reactive approach to safe ty issue identification.
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Traditionally, agencies using a reactive approach ha ve located and implemented safety projects solely based on recent crashes, specific crash concentrations, or safety issues raised by stakeholders. A pro-active approach is preferred, according to the LRSM, because with traditional methods, “crash concentrations and crash trends may be missed if local agencies rely ex clusively on these identifier s for their roadway safety effort.” A proactive approach would identify safety improvements by analyzing the safety of the entire roadway network. For this document, the process for identifying candidate locations for safety improvements considers any one of the following three factors:
● An extensive crash history at high-collision freque ncy locations provides insight into which roadway characteristics are associated with certain types of crashes ● Professional engineering judgment regarding the availability of feasible engineering countermeasures to fix the safety issues
● Applicability of the engineering countermeasures at other locations with roadway characteristics associated with similar types of crashes regardless of their crash history
The LRSM guidelines require analyzing at least three to five years of the most recent crash data. Five years of collision data from January 2015 to December 2019 was reviewed for the Po mona LRSP. A five-year period of crash data usage adheres to the ma ximum threshold permitted by the Highway Safety Improvement Program (HSIP) for a safety infrastructure project application for federal funding.
3.2.1 RANKING FUNCTION
A candidate intersection or roadway segment for sa fety improvements does not necessarily need to demonstrate a history of high or severe collisions to be considered for further evaluation. However, locations with high numbers of collisions are often good starting points for safety analysis due to the rich information provided by the collision history. Two ranking methods were utilized to identify high collision frequency intersections and roadway segments: Average Crash Frequency and Equivalent Property Damage Only (EPDO) scores. A brief description of each of the methods is provided in the following sections.
3.2.2 AVERAGE CRASH FREQUENCY
Average Crash Frequency is the most basic method for assessing collision incidence. The analysis tallies the numbers of collisions at each location in the roadwa y network, both in aggregate and by a category of interest (e.g. level of severity, collision type, and othe rs). The analysis then ranks intersections or roadway segments based on the collision frequency.
3.2.3 EPDO SCORES
Equivalent Property Damage Only (EPDO) scores assign weighting factors to crashes by severity relative to property damage only (PDO) collisions. The weight generally reflects an order of magnitude difference between the cost of fatal/severe injury crashes and non-severe injury collisions. Table 3.1 shows the weights by collision severity, based on the Caltrans Local Roadway Safety Manual (LRSM), April 2020.
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Table 3.1: EPDO Collision Weight by Severity
EPDO scores are useful for a benefit-to-cost analysis as collision costs can be translated into measurable benefits from installing improvements that reduce th e collisions in question. However, EPDO scores may place undue weight on the injury outcomes of previous collisions rather than overall trends suggested by collision patterns regardless of injury outcome. Furthermore, a location’s EPDO score could be inflated by a fatal or severe collision caused by DUI.
The City's intersections and roadway segments were ranked based on these two methods. The ranking process was applied by facility type: signalized inte rsections, non-signalized intersections, and roadway segments.
3.3 PROPOSING ENGINEERING COUNTERMEASURES
After ranking the intersections and roadway segmen ts, the following steps were used to propose engineering countermeasures:
● Make citywide collision maps for dominant collision types such as rear-end collisions, broadside collisions, sideswipe collisions, bicycle/pedestrian collisions, and collisions due to unsafe speed.
Identify high-risk locations by collision type.
● Review crash details (party involved, movement before the crash, primary collision factor, violation code, time of the day, and others) at high-risk locations. ● Review current conditions and recent historical conditions via Google Map Street View, whenever necessary, to check whether any geometry, signal, or signage changes have been made in the past few years.
● Evaluate and screen countermeasures from the LRSM or Crash Modification Factor (CMF) Clearinghouse (http://www.cmfclearinghouse.org/), a searchable database that can be easily queried to identify CMFs and Crash Reduction Factors (CRFs).
● Identify intersections/roadway segments that do not have a demonstrated crash history but resemble other locations with documented crash history and risk factors. Once identified, these locations can be analyzed through the steps mentioned above.
Collision Severity Location Type
Crash
Cost
Signalized Intersection $1,590,000
Non Signalized
Intersection $2,530,000
Combined (KA) Roadway $2,190,000
Evident Injury – Other Visible (B) $142,300
Possible Injury–Complaint of Pain (C) $80,900
Property Damage Only (O) $13,300
Source: Appendix D of the LRSM
**Fatality and Severe Injury
CITY OF POMONA | LRSP 14
4.0 SYSTEMIC SAFETY ANALYSIS – COLLISION TREND AND
PATTERNS
4.1 TOTAL COLLISIONS AND KSI COLLISIONS
The collision analysis draws from five years of data between 2015 and 2019, obtained from the Crossroads and SWITRS databases. The collision data includes a variety of information about each collision, including the location, date, time of day, collision type, collisio n severity, primary violatio n category, transportation mode of involved parties, and movement of the involv ed parties before the collision. Per California state law, motor vehicle collisions must be reported when the vehicle or property damage exceeds $1,000 or when any parties suffer an injury or fatality. Collisions with no injure d parties or little property damage might not be reported and, therefore, are not included in the collision database.
A comprehensive evaluation of the collision records prov ided a descriptive analysis of collision severity, intersections and roadway segments, and collision density for Pomona.
4.1.1 ANNUAL TRENDS
Collision trends draw from collision data between 2015 and 2019, during which a total of 8,511 collisions occurred on City roadways. Figure 4.1 shows that the annual number of collisions fluctuated between 1,606 and 1,887, with the peak collision year occurring in 2016, followed by the year with the least collisions in 2017.
Figure 4.1: Total Collisions by Year (2015 – 2019)
CITY OF POMONA | LRSP 15
4.1.2 COLLISON SEVERITY
Figure 4.2 illustrates the collision severity by mode of transportation. The far-left chart depicts the severity for all collisions, followed by vehicle-only, pedestri an-related, and bicycle-related collisions. Overall, approximately 70% of the total collisions were a ssociated with property damage only. Among the pedestrian-related collisions, 1.7% were fatal, and 11.5% were associated with severe injury. A majority of the bicycle-related collisions were reported as either other visible injury or complaint of pain.
Figure 4.2: Collision Severity (2015 – 2019)
4.1.3 COLLISON TYPE
Figure 4.3 compares the percent of fatal and severe injury (KSI) collisions for each collision type with the total number of collisions for each type. The total num ber of collisions is categorized by collision type, as represented by the gray bars in the chart (see Y-Axis on the left side). Broadside collisions accounted for the largest category, comprising 28.7% of total collisions. Rear end (27.3% of total) and sideswipe (22.4% of total) made up the second-and third-largest crash categories, respectively.
The green line in the chart shows the percentage of each collision type that resulted in fatalities or severe injuries (see the Y-Axis on the right side). The labe led percentages represent the KSI collision percentages of each collision type. For example, as high as 14.1% of the pedestrian-related collisions were KSI collisions and 1.8% of the head-on and overturned vehicle collisions led to fatalities and severe injuries. In contrast, less than one percent of the rear-end and sideswipe collisions resulted in victims killed or seriously injured.
CITY OF POMONA | LRSP 16
Figure 4.3: Collisions by Type with KSI Percentage (2015 – 2019)
4.1.4 PRIMARY COLLISION FACTOR (PCF)
Figure 4.4 summarizes the Primary Collision Factor (PCF) for al l the collisions in the past five years. PCF is the leading cause of a collision based on the availabl e evidence in a collision. Also, KSI-related collisions are compared with the PCF. The PCF data may be in sufficient, as shown in the chart below, since 40.5 percent of the total collisions (3,446 collisions) were classified as "unknown."
As shown in Figure 4.4, the top three causes leading to collisio ns were improper turning, unsafe speed, and automobile right-of-way, accounting for 15.2 percen t, 11.9 percent, and 10.5 percent of all collisions, respectively. Two of these three collision causes also rank highly as the primary causes for KSI-related collisions. As shown in the bar graph, pedestrian viol ations constituted the largest percentage (33.7%) of KSI-related collisions. Automobile right-of-way and unsafe speed are the second and third most common PCFs, comprising 18.4 percent and 11.2 percent of KSI-related collisions, respectively.
CITY OF POMONA | LRSP 17
Figure 4.4: Collisions by Primary Collision Factor (PCF)
4.1.5 MOTOR VEHICLE INVOLVED WITH
Figure 4.5 summarizes collision data based on the type of roadway users involved in the collision (e.g. other motor vehicle, parked motor vehicle, pedestrian, bi cyclist, or fixed object). Motor vehicles involved with other motor vehicles were associated with 64. 9% of total collisions and 34.7% of KSI collisions.
Collisions involving a pedestrian comprised the highest percentage of KSI collisions at 38.8%, followed by collisions involving two or more motor vehicles accounting for 34.7% of KSI-related collisions.
Figure 4.5: Motor Vehicles Involved With (2015 – 2019)
CITY OF POMONA | LRSP 18
4.1.6 TIME OF DAY
Figure 4.6 summarizes the time of day a collision occurred in the period between 2015 and 2019. Most of the collisions occurred during the afternoon peak period, with 19.8% of total collisions occurring between 3 PM and 6 PM, followed by 17.5% of all collisions occurring between 12 PM and 3 PM. KSI-related collisions occurred most frequently in the afternoon and evenin g periods, with the most occurring between 6 PM and 9 PM.
Figure 4.6: Collisions by Time of Day (2015 – 2019)
4.1.7 AT-FAULT PARTY
At-fault motorists in collisions in Pomona tended to be young males, as shown in Figure 4.7. Approximately 17% of motorists were in the 20-24 age group, follow ed by 11.9% of motorists in the 25-29 age group.
This accounts for the largest share of at-fault motorists among any age group, with the number of at-fault motorists generally decreasing as the age group grow s older. In all age groups, men accounted for the majority of collisions at fault. Note that some of the collision data is unknown in terms of gender and age.
CITY OF POMONA | LRSP 19
Figure 4.7: At-Fault Party by Age and Gender (2015 – 2019)
4.2 COLLISIONS BY FACILITY TYPE
Collision patterns were analyzed by facility type (int ersections vs. mid-block lo cations) using the most recent five years of collision data (2015 to 2019). This analysis allowed for the determination of the effect of access control and intersection geometry on collisio n frequency. The analysis classifies collisions by facility type as follows:
● Collisions that occurred within 250 feet of signalized intersections are considered signalized intersection collisions;
● Collisions that occurred within 150 feet of non-signalized intersections are considered non- signalized intersection collisions;
● Collisions that occur more than 250 feet away from any signalized intersection and more than 150 feet away from any non-signalized intersection are classified as mid-block collisions.
Table 4.1 shows the total number of crashes associated with each type of facility. As shown, 51% of vehicle- related collisions occurred at signal ized intersections, 33% of vehicle- related collisions occurred at non- signalized intersections, and 16% of vehicle-related collisions occurred at mid-block locations. Both bicycle-
CITY OF POMONA | LRSP 20
and pedestrian-related collisions exhi bited similar patterns, with over ha lf of the collisions occurring at signalized locations and approximately one-third of co llisions occurring at non-signalized intersections.
Overall, bicycle-related collisions accounted for 2.7% of all collisions citywide, and pedestrian-related collisions accounted for 3.4% of all collisions citywide.
Table 4.1: Collisions by Facility Type
Source: Crossroads, 2015-2019
Table 4.2 shows how the collision type varies by location . Broadside collisions comprise the largest share of crashes at signalized intersections (31.7%). At sign alized intersections, rear-end (28.3%), and sideswipe (19.6%) collisions are the second- and third-most-co mmon crash types. These three collision types also accounted for the top three collision types at non-signalized intersections and midblock locations.
After the top three collision types, head-on (7.6%) and hit object (6.9%) collisions accounted for the next largest share of all collisions. These collision types accounted for a similar proportion of collisions occurring at signalized and non-signalized intersections, as well as at midblock locations.
Vehicle-pedestrian-related crashes at signalized intersections accounted for 126 out of the 248 total vehicle-pedestrian crashes -- approximately 50% of the pedestrian-related collisions.
Table 4.2: Collision Types by Facility Type
Source: Crossroads, 2015-2019
Collisions % Collisions % Collisions % Collisions %
Vehicle-Related
Collisions 4,045 50.6% 2,670 33.4% 1,278 16.0% 7,993 93.9% Bicycle-Related
Collisions 127 55.0% 82 35.5% 22 9.5% 231 2.7%
Pedestrian-Related
Collisions 147 51.2% 93 32.4% 47 16.4% 287 3.4%
Total 4,319 - 2,845 - 1,347 - 8,511 100%
Grand TotalSignalized Non-Signalized Midblock Locations Collision Type Collisions % Collisions % Collisions % Collisions % Broadside 1370 31.7% 822 28.9% 248 18.4% 2440 28.7%
Head-On 332 7.7% 222 7.8% 96 7.1% 650 7.6%
Hit Object 246 5.7% 206 7.2% 132 9.8% 584 6.9%
Not Stated 128 3.0% 69 2.4% 31 2.3% 228 2.7%
Other 28 0.6% 21 0.7% 23 1.7% 72 0.8%
Overturned 20 0.5% 23 0.8% 12 0.9% 55 0.6%
Rear End 1224 28.3% 707 24.9% 393 29.2% 2324 27.3%
Sideswipe 845 19.6% 697 24.5% 368 27.3% 1910 22.4%
Vehicle/Pedestrian 126 2.9% 78 2.7% 44 3.3% 248 2.9%
Total 4,319 100% 2,845 100% 1,347 100% 8,511 100%
Grand TotalMidblockSignalized
Intersections
Non-Signalized
Intersections
CITY OF POMONA | LRSP 21
Table 4.3 shows the relationship between collision severity and facility type. Collision severity shows the fatal and severe injury (KSI) collisions account fo r 98 of the 8,511 total collisions. Among the 9 fatal collisions, 4 of the crashes occurred at signalized intersections, 3 occurred at non-signalized intersections, and 2 at midblock locations.
Table 4.3: Collision Severity by Facility Type
Source: Crossroads, 2015-2019
Table 4.4 shows the relationship between street lighting conditions and facility type. A majority of collisions occurred in the presence of lighting (i.e., either in daylight or night-time with street lighting) at all three location types. The lighting conditions we re not stated for only a small portion of the total collisions (1.1%). Among the 82 collisions that o ccurred under dark-no street lighting conditions, 35 collisions (42.7%) occurred at non-signalized inters ections and 27 collisions (32.9%) occurred at midblock locations.
Table 4.4: Street Lighting by Facility Type
Source: Crossroads, 2015-2019
Table 4.5 tabulates the primary collision factor (PCF) by facility type. The three largest PCF categories include improper turning, unsafe speed, and automobile right-of-way based on the total collisions from the "Grand Total" column. The PCF for unknown accounted for approximately 40% of total collisions, which was also ranked as the top PCF by collision frequenc y. Therefore, the collision data by PCF may be underrepresented. Finding relating to the most common PCFs are listed below:
Among the 563 pedestrian violations, 470 collisions occurred at signalized intersections, 53 at non- signalized intersections, and 40 at midblock locations.
Severity Collisions % Collisions % Collisions % Collisions % Fatal 4 0.1% 3 0.1% 2 0.1% 9 0.1%
Severe Injury 49 1.1% 26 0.9% 14 1.0% 89 1.0%
Visible Injury 486 11.3% 274 9.6% 131 9.7% 891 10.5%
Complaint of Pain 908 21.0% 449 15.8% 228 16.9% 1585 18.6% Property Damage Only 2872 66.5% 2093 73.6% 972 72.2% 5937 69.8% Total 4,319 100% 2,845 100% 1,347 100% 8,511 100%
Signalized
Intersections
Non-Signalized
Intersections Midblock Grand Total
Lighting Collisions % Collisions % Collisions % Collisions % Dark - No Street Lights 20 0.5% 35 1.2% 27 2.0% 82 1.0% Dark - Street Lights 1195 27.7% 888 31.2% 443 32.9% 2526 29.7% Dark - Street Lights Not Functioning 1 0.0% 1 0.0% 2 0.1% 4 0.0% Daylight 2911 67.4% 1808 63.6% 798 59.2% 5517 64.8%
Dusk - Dawn 136 3.1% 89 3.1% 61 4.5% 286 3.4%
Not Stated 56 1.3% 24 0.8% 16 1.2% 96 1.1%
Total 4,319 100% 2,845 100% 1,347 100% 8,511 100%
Signalized
Intersections
Non-Signalized
Intersections Midblock Grand Total
CITY OF POMONA | LRSP 22
At signalized intersections, unsafe speed (13.4%), pedestrian violation (10.9%), and improper turning (10.8%) were the dominant PCFs.
At non-signalized intersections, improper turning (17.9%), automobile right-of-way (12.4%) and unsafe speed (8.6%) were the dominant PCFs.
At midblock locations, the most frequent PCFs were improper turning (23.6%) and unsafe speed (13.8%).
Table 4.5: Primary Collision Factor (PCF) by Facility Type
Source: Crossroads, 2015-2019
As mentioned earlier, broadside, rear end, and side swipe collisions were the most frequently occurring collision types in Pomona. Among all PCF categories, automobile right-of-way violations were identified as the primary cause of the largest share (53.8%) of broadside collisions occurring between 2015 and 2019.
For rear-end collisions, unsafe speed served as the most frequent primary cause of collisions, contributing to 34.1% of incidents resulting in this type of collision. Finally, improper turning was the most common PCF associated with sideswipe collisions (24.7%) am ong all PCF categories. The following tables, Table 4.6, Table 4.7, and Table 4.8, show the percentage of crashes associated with the top three collision types.
PCF Collisions % Collisions % Collisions % Collisions % Unknown 1748 40.5% 1203 42.3% 495 36.7% 3446 40.5%
Improper Turning 468 10.8% 508 17.9% 318 23.6% 1294 15.2% Unsafe Speed 579 13.4% 245 8.6% 186 13.8% 1010 11.9%
Automobile Right of Way 438 10.1% 353 12.4% 100 7.4% 891 10.5% Pedestrian Violation 470 10.9% 53 1.9% 40 3.0% 563 6.6% DUI* 150 3.5% 121 4.3% 65 4.8% 336 3.9%
Not Stated 166 3.8% 107 3.8% 47 3.5% 320 3.8%
Traffic Signals and Signs 106 2.5% 82 2.9% 6 0.4% 194 2.3% Unsafe Starting or Backing 51 1.2% 64 2.2% 33 2.4% 148 1.7% Other Than Driver (or Pedestrian) 39 0.9% 24 0.8% 25 1.9% 88 1.0% Wrong Side of Road 29 0.7% 26 0.9% 5 0.4% 60 0.7%
Other Hazardous Violation 31 0.7% 16 0.6% 10 0.7% 57 0.7% Improper Passing 11 0.3% 13 0.5% 9 0.7% 33 0.4%
Pedestrian Right of Way 13 0.3% 10 0.4% 1 0.1% 24 0.3%
Following Too Closely 10 0.2% 4 0.1% 4 0.3% 18 0.2%
Other Improper Driving 4 0.1% 10 0.4% 2 0.1% 16 0.2%
Unsafe Lane Change 4 0.1% 1 0.0% 1 0.1% 6 0.1%
Hazardous Parking 1 0.0% 3 0.1% 0 0.0% 4 0.0%
Lights 0 0.0% 2 0.1% 0 0.0% 2 0.0%
Other Equipment 1 0.0% 0 0.0% 0 0.0% 1 0.0%
Total 4,319 100% 2,845 100% 1,347 100% 8,511 100%
Signalized
Intersections
Non-Signalized
Intersections Midblock Grand Total
CITY OF POMONA | LRSP 23
Table 4.6: Broadside Collisions by Facility Type
Source: Crossroads, 2015-2019
Table 4.7: Rear-end Collisions by Facility Type
Source: Crossroads 2015-2019
Table 4.8: Sideswipe Collisions by Facility Type
Source: Crossroads 2015-2019
Maps of the prominent collision factors, such as collision severity, bicycle- and pedestrian-related collisions, and the location of collisions resulting from the most common primary collision factor for each of the top collision types are shown in Appendix A.
Signalized
intersections 1,370 572 41.8%
Non-signalized
intersections 822 570 69.3%
Midblock locations 248 170 68.5%
Total 2,440 1,312 53.8%
Facility Type
Total
Broadside
Collisions
Broadside due to
Automobile Right
of Way Percentage
Signalized
intersections 1,224 491 40.1%
Non-signalized
intersections 707 169 23.9%
Midblock locations 393 133 33.8%
Total 2,324 793 34.1%
Facility Type
Total
Rear End
Collisions
Rear End due to
Unsafe Speed Percentage
Signalized
intersections 845 175 20.7%
Non-signalized
intersections 697 179 25.7%
Midblock locations 368 117 31.8%
Total 1,910 471 24.7%
Facility Type
Total
Sideswipe
Collisions
Sideswipe due to
Improper Turning Percentage
CITY OF POMONA | LRSP 24
4.3 COLLISIONS BY SCHOOL
KOA analyzed collisions in close proximity to school s within the City of Pomona using the Crossroads collision data (2015 to 2019). This analysis summarizes and sorts the frequency of collisions close to schools by severity, type, cause, and type of roadway user involved in the collision. From this school zone area analysis, a prioritization study was completed to assess crossing guard locations. The results of the crossing guard prioritization are detailed in Appendix D and the results of this collision analysis are presented graphically in Appendix E. The analysis classifies collisions by school as follows:
● Collisions that occurred within ½-mile of a school were included within the count of collisions assigned to that school;
● Collisions within ½-mile of multiple schools were assigned to all schools within a ½-mile radius; and ● Collisions were assigned individually for all schools, except for Village Academy High School, Park West Continuation High School, and San Antonio Regional Occupation Program School, which were grouped together, as these schools share the same campus. These schools are grouped under “Village Academy High School”.
Collisions within a ½-mile of the schools in the City of Pomona are su mmarized by collision severity in Table 4.9 and Appendix E. As shown, the three schools with the most collisions occurring within a ½-mile radius between 2015 and 2019 are Lincoln Elementary School, Pomona Community Day, and Washington Elementary School. Property damage only collisions comprised the largest share of collisions for all schools, with KSI collisions consisting of 5 percent or less of the total collisions occurring near each school.
The only schools with five or more fatal or severe injury (KSI) collisions occurring within a ½-mile of the site within the five-year period are Lincoln Elementary School (7 KSI collisions), Arroyo Elementary School (6 KSI collisions), John Marshall Middle School (5 KSI collisions), and Garey High School (5 KSI collisions).
CITY OF POMONA | LRSP 25
Table 4.9: School Collision Comparison by Severity
Source: Crossroads 2015-2019
Collisions within a ½ mile of the schools in the City of Pomona are summarized by collision type in Appendix E . As shown, broadside, rear-end, and sideswip e collisions comprise the largest share of collisions types near most schools within the City. Th e schools with the most nearby broadside collisions are Lincoln Elementary School (189 collisions), Washington Elementary School (159 collisions), and Pomona Community Day (155 collisions). Pomona Community Day, Lexington Elementary School, and Lincoln Elementary School have the most rear-end collisions within ½-mile of the school, with 129, 116, and 115 read-end collisions assigned to each school, respectively. Similarly, sideswipe collisions occur in the highest Schools
Grand
Total
Alcott Elementary School 0 0.0% 1 0.5% 19 9.1% 42 20.1% 147 70.3% 209 Allison Elementary School 0 0.0% 0 0.0% 18 13.1% 19 13.9% 100 73.0% 137 Arroyo Elementary School 0 0.0% 6 2.9% 25 12.0% 39 18.8% 138 66.3% 208 Barfield Elementary School 0 0.0% 0 0.0% 28 11.2% 41 16.5% 180 72.3% 249 Cortez Elementary School 0 0.0% 3 3.0% 3 3.0% 19 19.2% 74 74.7% 99 Decker Elementary School 0 0.0% 0 0.0% 6 13.0% 7 15.2% 33 71.7% 46 Harrison Elementary School 0 0.0% 2 1.8% 15 13.8% 14 12.8% 78 71.6% 109 Kellogg Polytechnic Elementary School 0 0.0% 0 0.0% 9 17.6% 9 17.6% 33 64.7% 51 Kingsley Elementary School 0 0.0% 0 0.0% 7 6.3% 12 10.8% 92 82.9% 111 Lexington Elementary School 0 0.0% 2 0.6% 31 8.6% 80 22.2% 248 68.7% 361 Lincoln Elementary School 1 0.2% 6 1.1% 50 9.1% 116 21.2% 375 68.4% 548 Lopez Elementary School 1 0.3% 3 0.8% 40 10.8% 67 18.1% 260 70.1% 371 Madison Elementary School 0 0.0% 3 1.0% 37 12.7% 62 21.2% 190 65.1% 292 Mendoza Center Elementary School 1 0.4% 2 0.7% 30 11.2% 46 17.2% 189 70.5% 268 Montuve Elementary School 0 0.0% 4 1.8% 15 6.7% 42 18.8% 162 72.6% 223 Philadelphia Elementary School 0 0.0% 4 1.6% 29 11.3% 58 22.6% 166 64.6% 257 Ranch Hills Elementary School 0 0.0% 0 0.0% 4 11.8% 8 23.5% 22 64.7% 34 Roosevelt Elementary School 0 0.0% 2 0.5% 44 11.2% 68 17.3% 278 70.9% 392 San Antonio Elementary School 2 0.6% 1 0.3% 37 10.3% 61 17.0% 258 71.9% 359 San Jose Elementary School 0 0.0% 3 1.1% 37 14.0% 56 21.2% 168 63.6% 264 Vejar Elementary School 0 0.0% 1 0.5% 25 13.6% 28 15.2% 130 70.7% 184 Washington Elementary School 0 0.0% 4 0.9% 51 12.0% 86 20.2% 284 66.8% 425 Westmount Elementary School 0 0.0% 2 1.7% 10 8.6% 17 14.7% 87 75.0% 116 Emerson Middle School 1 0.4% 1 0.4% 36 14.0% 50 19.5% 169 65.8% 257 John Marshall Middle School 0 0.0% 5 1.8% 35 12.5% 55 19.7% 184 65.9% 279 Simons Middle School 0 0.0% 1 0.5% 14 7.7% 42 23.0% 126 68.9% 183 Diamond Ranch High School 0 0.0% 2 4.9% 7 17.1% 8 19.5% 24 58.5% 41 Ganesha High School 0 0.0% 1 0.7% 20 14.3% 25 17.9% 94 67.1% 140 Garey High School 0 0.0% 5 1.4% 42 11.6% 86 23.7% 230 63.4% 363 Pomona High School 0 0.0% 0 0.0% 38 12.3% 55 17.9% 215 69.8% 308 Village Academy High School 1 0.3% 1 0.3% 41 10.9% 82 21.8% 251 66.8% 376 Fremont Academy of Engineering & Design 0 0.0% 3 1.2% 30 11.8% 55 21.7% 166 65.4% 254 Palomares Academy of Health Science 1 0.5% 2 1.1% 26 14.2% 37 20.2% 117 63.9% 183 Pomona Community Day 0 0.0% 4 0.8% 51 9.6% 75 14.1% 403 75.6% 533 Pomona Alternative 0 0.0% 2 1.2% 9 5.6% 23 14.3% 127 78.9% 161 Fatal
Severe
Injury
Visible
Injury
Property
Damage Only
Complaint
of Pain
CITY OF POMONA | LRSP 26
numbers near Lincoln Elementary School (153 collisio ns) and Pomona Community Day (146 collisions), as well as Roosevelt Elementary School (107 collisions).
The collisions within a ½-mile of the Pomona schools were also summarized by the primary collision factor, as presented in Appendix E. The largest share of collisions for each school resulted from unknown causes.
The next most frequent primary collision factors for most schools are improper turning and unsafe speed, followed by automobile ri ght-of-way violations and pedestrian vi olations. The most collisions resulting from improper turning occurred within ½-mile of Pomona Community Day (86 collisions), Roosevelt Elementary School (74 collisions), and Washington Elementary School (61 collisions). The schools with the most collisions in ½ mile of the site resulting fr om unsafe speed are Village Academy High School (64 collisions), Lincoln Elementary Sch ool (54 collisions), and Garey High School (49 collisions). Pedestrian violations were the cause of the most collisions near Lincoln Elementary School (39 collisions), Washington Elementary School (38 collisions), and Garey High School (35 collisions).
Collisions near Pomona schools were also analyzed based on the type of roadway user involved in the collision, as summarized in Appendix E. As shown, the majority of collisions near each school involved two or more motor vehicles (either moving or parked). While collisions involving pedestrians and bicyclists comprised a comparatively smaller share of total collisio ns near each school, as these collisions tend to result in more severe injuries, these collision type s were analyzed in further detail. The bicycle- and pedestrian-related collisions near schools are summarized in Appendix E . As shown, bicycle-related collisions comprised 5 percent or less of total collis ions for all schools, with the most bicycle-related collisions occurring near Pomona Community Day (26 collisions), Lincoln Elementary School (23 collisions), Garey High School (18 collisions), and Lopez Elementary School (17 collisions). Similarly, pedestrian-related collisions comprised less than 5 percent of collisions near most schools. The most pedestrian-related collisions occurred near Pomona Community Day (28 collisions), Lincoln Elementary School (20 collisions), John Marshall Middle School (20 collisions), and Arroyo Elementary School (19 collisions).
In the ½ mile school zone area, pedestrian improvemen ts such as a leading pedestrian interval (LPI) is recommended at several major signalized intersections, particularly adjacent to the school zone collision hotspots such as Lincoln Elementary School, Pomona Community Day, and Washington Elementary School.
Additional improvements include installing high-visib ility crosswalks, retroreflective signal backplates, pavement rehabilitation and restriping, and supplemental traffic signals.
CITY OF POMONA | LRSP 27
Table 4.10: School Collision Comparison for Bicyclist- and Pedestrian-Involved Collisions Source: Crossroads 2015-2019
School
Grand
Total
Alcott Elementary School 197 94% 6 3% 6 3% 209
Allison Elementary School 132 97% 2 1% 3 2% 137
Arroyo Elementary School 183 88% 6 3% 19 9% 208
Barfield Elementary School 236 95% 5 2% 8 3% 249
Cortez Elementary School 89 90% 3 3% 7 7% 99
Decker Elementary School 46 100% 0 0% 0 0% 46
Harrison Elementary School 96 88% 5 5% 8 7% 109
Kellogg Polytechnic Elementary School 49 96% 1 2% 1 2% 51 Kingsley Elementary School 105 94% 1 1% 5 5% 111
Lexington Elementary School 337 94% 12 3% 12 3% 361
Lincoln Elementary School 505 92% 23 4% 20 4% 548
Lopez Elementary School 341 91% 17 5% 13 4% 371
Madison Elementary School 271 93% 9 3% 12 4% 292
Mendoza Center Elementary School 253 94% 8 3% 7 3% 268
Montuve Elementary School 215 96% 0 0% 8 4% 223
Philadelphia Elementary School 240 93% 8 3% 9 4% 257
Ranch Hills Elementary School 34 100% 0 0% 0 0% 34
Roosevelt Elementary School 370 95% 9 2% 13 3% 392
San Antonio Elementary School 330 92% 14 4% 15 4% 359
San Jose Elementary School 255 97% 3 1% 6 2% 264
Vejar Elementary School 173 94% 6 3% 5 3% 184
Washington Elementary School 398 94% 14 3% 13 3% 425
Westmount Elementary School 112 96% 2 2% 2 2% 116
Emerson Middle School 248 97% 3 1% 6 2% 257
John Marshall Middle School 253 91% 6 2% 20 7% 279
Simons Middle School 172 94% 4 2% 7 4% 183
Diamond Ranch High School 39 95% 2 5% 0 0% 41
Ganesha High School 131 93% 4 3% 5 4% 140
Garey High School 329 91% 18 5% 16 4% 363
Pomona High School 289 94% 7 2% 12 4% 308
Village Academy High School 353 93% 6 2% 17 5% 376
Fremont Academy of Engineering & Design 236 93% 8 3% 10 4% 254 Palomares Academy of Health Science 173 94% 5 3% 5 3% 183 Pomona Community Day 479 90% 26 5% 28 5% 533
Pomona Alternative 154 96% 3 2% 4 2% 161
Vehicle-
Only
Vehicle
to Pedestrian
Vehicle
to Bicycle
CITY OF POMONA | LRSP 28
4.4 CITY OF POMONA VS. LOS ANGELES COUNTY
The five years of Crossroads and SWITRS data were used to compare the characteristics of injury and fatality collisions for the City of Pomona with those for all of Los Angeles County. As shown in Table 4.11, the City, with 151,169 residents in 2019, estimates 11,221 collisions per million residents per year. During the same period, Los Angeles County, with 10, 039,107 residents, has 9,848 collisions per million residents per year.
Pomona's total KSI collisions were approximately 1.6 percent lower (1.2% vs. 2.8%) than Los Angeles County at large. The rates of pedestrian- and bicycle-relate d collisions in Pomona were lower than the same collision statistic for the County.
Table 4.11: Total Collision Comparison for Pomona vs. Los Angeles County
Source: 2015 -2019 collision data from Crossroads and SWITRS, 2019 ACS 5-Year estimated data
Table 4.12 focuses on the KSI collisions in Pomona and Los Angeles County at large based on 2015-2019 collision data. Pomona had a lower KSI collision per million residents per year than Los Angeles County at large (129 vs. 277). Among the KSI collisions, both pede strian- and bicycle-related collisions in Pomona had a lower rate of fatality or severe injury than in the County at large.
Table 4.12: KSI Collision Comparison for Pomona vs. Los Angeles County
Source: 2015 -2019 collision data from Crossroads and SWITRS, Total Collisions
City of
Pomona
Los Angeles
County
Population (2019 estimates) 151,691 10,039,107
Total Collisions 8,511 494,344
Collision/1,000,000/Year 11,221 9,848
Fatal and Severe Collisions (KSI) 98 13,914
KSI % 1.2% 2.8%
Total Pedestrian Collisions 287 26,408
Pedestrian % 3.4% 5.3%
Total Bicycle Collisions 231 17,808
Bicycle % 2.7% 3.6%
KSI Collisions
City of
Pomona
Los Angeles
County
Population (2019 estimates) 151,691 10,039,107
Total KSI Collisions 98 13,914
KSI Collision/1,000,000/Year 129 277
Fatal 92 , 5 1 8
Severe Injury 89 11,396
Total Pedestrian Collisions 287 26,408
KSI Pedestrian 38 4,285
KSI Pedestrian % 13.2% 16.2%
Total Bicycle Collisions 231 17,808
KSI Bicycle 91 , 1 6 6
KSI Bicycle % 3.9% 6.5%
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2019 ACS 5-Year estimated data
Table 4.13 breaks down the 2015-2019 collision data by collision type for Pomona and Los Angeles County at large. Rear-end and Broadside collisions made up the highest proportions of crashes in Pomona and Los Angeles County. Broadsides accounted for 38.7% of collisions in Pomona and 28.1% in Los Angeles County, while rear ends comprised roughly 27.3% of collisions in Pomona and 24% of collisions in Los Angeles County. Sideswipe collisions accounted for similar proportions of to tal collisions in both Pomona and Los Angeles County (22.4% vs. 22.7%).
Table 4.13: Collision Type Comparison for Pomona vs. Los Angeles County
Source: 2015 - 2019 collision data from Crossroads and SWITRS
Table 4.14 compares the PCFs for the City and the County based on the 2015-2019 collision data.
Compared with the County, Pomona had a noticeably higher percentage of collisions categorized with unknown as the primary cause. Aside from the unkno wn PCF category, collisions caused by improper turning (15.2% of collisions) occurred most freq uently in Pomona, while unsafe speeding (20.4% of collisions) was the highest PCF among all categories for the entire County.
Collision Type
City of
Pomona
Los Angeles
County
Broadside 28.7% 28.1%
Head-On 7.6% 7.3%
Hit Object 6.9% 7.8%
Other 0.8% 3.0%
Overturned 0.6% 0.7%
Rear End 27.3% 24.0%
Sideswipe 22.4% 22.7%
Vehicle/Pedestrian 2.9% 4.8%
Not Stated 2.7% 1.6%
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Table 4.14: PCF Comparison for Pomona vs. Los Angeles County
Source: 2015 - 2019 collision data from Crossroads and SWITRS
4.5 CITY OF POMONA VS. CITIES OF SIMILAR SIZES
Office of Traffic Safety (OTS) data were utilized to compare traffic safety problems of other cities with similarly sized populations. The rankings are calcul ated based on crash counts, population, and vehicle miles traveled, adding weights to different statisti cal categories, including observed. In the State of California's OTS Crash Ranking system, Pomona falls under Group B. This group consists of 59 cities in the state of California with a population between 100,001 and 250,000. Table 4.15 shows the City's 2019 crash ranking among the cities in Group B (1 being the highest or worst and 59 being the lowest or best). Overall, the City's traffic safety performance is average in comparison to other similarly sized cities across California, with a few exceptions:
The City ranked 4
th for fatal and injury hit and run collisions
The City ranked 8th for total victims killed or injured The City ranked 8th for killed or injured pedestrians The City ranked 10th for killed or injured pedestrians under the age of 15 The City ranked 10th for killed or injured bicyclists The City ranked 11th for nighttime (9:00 PM -2:59 AM) collisions The City ranked 13th based on a composite metric evaluating overall traffic safety.
Primary Collision Factor
City of
Pomona
Los Angeles
County
Automobile Right of Way 10.5% 19.0%
DUI 3.9% 5.7%
Following Too Closely 0.2% 3.3%
Hazardous Parking 0.0% 0.1%
Improper Passing 0.4% 1.3%
Improper Turning 15.2% 17.0%
Lights 0.0% 0.0%
Other Equipment 0.0% 0.0%
Other Hazardous Violation 0.7% 0.9%
Other Improper Driving 0.2% 0.8%
Other Than Driver (or Pedestrian) 1.0% 1.0%
Pedestrian Right of Way 0.3% 2.2%
Pedestrian Violation 6.6% 1.7%
Traffic Signals and Signs 2.3% 7.7%
Unknown 40.5% 5.0%
Unsafe Lane Change 0.1% 4.9%
Unsafe Speed 11.9% 20.4%
Unsafe Starting or Backing 1.7% 5.1%
Wrong Side of Road 0.7% 2.3%
Not Stated 3.8% 1.1%
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Table 4.15: 2019 OTS Ranking Data
Source: OTS, 2019
Type of Crash
Victims Killed
& Injured OTS Ranking
Total Fatal and Injury 936 8/59
Alcohol Involved 73 28/59
Had Been Drinking Driver <21 2 24/59
Had been Drinking Driver 21-34 14 23/59
Motorcycles 24 37/59
Pedestrians 80 8/59
Pedestrians < 15 9 10/59
Pedestrians 65+ 7 27/59
Bicyclists 50 10/59
Bicyclists < 15 3 26/59
Composite 404 13/59
Type of Crash
Fatal & Injury
Crashed OTS Ranking
Speed Related 118 24/59
Nighttime (9:00 PM - 2:59 AM) 91 11/59
Hit and Run 106 4/59
Type of Arrests
Fatal & Injury
Crashed OTS Ranking
DUI Arrests 288 31/59
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5.0 PROJECT OUTREACH
Public engagement is an essential and vital comp onent of a successful LRSP. The methods applied to outreach efforts for the project are summarized here, including the project web site and promotion, public surveys, and project stakeholder meetings.
5.1 PROJECT WEB SITE
A project web site, using ESRI ArcGIS mapping software as a base, was established at the following link:
https://arcg.is/090eD0
A total of 52 responses were collected from the project website.
A set of postcards was developed in English and Spanish for distribution via City social media accounts to inform local residents and business owners about the project and the web site. The web site provided a comment form, mapping summaries of data collected for the project, and graphs and summaries of collision categories.
The postcards are provided in Appendix F.
5.2 PUBLIC SURVEYS
Project surveys were developed in English and Span ish and distributed to project stakeholders for distribution to other residents and organization members. The surveys focused on school areas with the intended respondents being parents. Questions included grade level of the student, the primary mode of transportation, and areas of concern on roadway facilities.
From the printed surveys provided to stakeholders, 41 responses were returned.
The completed survey forms are provided in Appendix G.
5.3 STAKEHOLDER MEETINGS
KOA worked with City staff to establish stakeholders and formed a working group to provide input to the project. Schools, business groups, and residents we re included. Two working group sessions with the stakeholders were held as virtual meetings to accomplish the following:
● Present the collision results and existing traffic conditions to the community members ● Identify goals and responsibilities of members and their safety concerns ● Develop a shared vision and common goals to help guide the plan ● Identify major transportation safety issues, areas, and priorities
The issues discussed during the working group sessions were as follows:
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● At La Verne Science and Technology Charter School, speeding along Garey Avenue near the school, and a need for speed bumps and a “no U-turn” sign along La Verne Avenue. ● At Cortez Magnet School, Dudley Street has issues for crossing students. ● There are concerns for overnight truck and RV parking. Overnight truck parking is not permitted around the school area.
● At Washington Elementary School, there are issues at 9th Street and Caswell Street for crossing students.
● The downtown area has a lot of students from the School of Arts that walk from campus to campus. ● Grand Avenue is a street that has a higher speed limit, causing issues for pedestrians crossing at unsignalized locations such as Grand Avenue and Main Street. ● Some areas may not have bicycle and pedestrian collisions. But that may only indicate that few people walk or bicycle at those areas (there may still be safety concerns). ● The following are intersections of concern:
o Monterey Avenue and Garey Avenue
o Garey Avenue and 2nd Street
o Grand Avenue and Main Street
o Mission Boulevard and Hamilton Boulevard
o Mission Boulevard and Dudley Street
o Mission Boulevard and Reservoir Street
o White Avenue and Alvarado Street
o Garey Avenue and Pearl Street
● Fairplex Drive is a street that has issues for pedes trians and cyclists. There is no connection from Fairplex Drive to the new bicycle lane on Valley Boulevard. ● Fairplex Drive has narrow sidewalks
● Park Avenue and Palomares Street are potential areas for bicycle improvements ● Holt Avenue is frequently used for walking and biking. ● 1st Street has issues for bicyclists at the railroad tracks. ● Hamilton Park does not have a crosswalk or stop sign, north and south of Hamilton Boulevard. ● Educational programs would be valuable for adults, to teach rules of the road and how to be more visible at night.
● Consider encouragement programs for walking and biking. ● For education on nighttime biking, consider a program like “operation firefly”. Operation firefly is a program that distributes materials such as lights, helmets, and other safety materials for bicyclists.
The working group summaries are provided in Appendix H.
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6.0 TRANSPORTATION SAFETY EMPHASIS AREAS
Transportation safety emphasis areas provide a strategic framework for developing and implementing the Local Roadway Safety Plan (LRSP). The emphasis areas provide the City of Pomona with needed context when developing projects and programs based on th e LRSP. The implementation of the emphasis areas should directly relate to the goals, policies, and strategies of the LRSP.
Based on the collision data analysis conducted for the City of Pomona, KOA identified the following transportation safety emphasis areas:
● Pedestrians
● Unsafe Speed and Rear End collisions
● Broadside collisions
● School zone collisions
6.1 PEDESTRIANS
Pedestrians are typically the most vulnerable roadway users, and enhancing pedestrian safety is one of the main goals of an LRSP. Within Pomona, while pedest rian-involved collisions accounted for 3.4% of total collisions citywide, pedestrian-invol ved collisions comprised a much larg er share (39.8%) of all fatal or severe injury collisions. In addition, of the nine (9) victims killed in a Pomona traffic collision between 2015 and 2019, six (6) were pedestrians. For 2019, the California OTS (Office of Traffic Safety) ranked Pomona 8th among 59 peer cities (based on population) for pedestrian-involved collisions, further indicating the need for pedestrian safety enhancements in the city. Pede strian-involved collisions are a major proportion of total collisions in Pomona, and are disproportionately linked to fatal and severe injury collisions.
6.2 UNSAFE SPEED AND REAR END COLLISIONS
Unsafe speeding led to the second-highest number of collisions (1010, 11.87%) in Pomona between 2015 and 2019, of all primary collision fact ors. Of all collision types, rear-end events accounted for the second- largest share of collisions (29%) within the same 5-year period. When considering primary collision factors in combination with collision types, unsafe speed – rear-end events were responsible for the largest share of collisions (9.32%), including the third-highest share (6%) of all fatal or severe injury collisions**. In addition, California OTS ranked Pomona 24th of 59 peer cities for speed-related fatal or injurious collisions, demonstrating that speeding is a roadway safety problem requiring attention in this LRSP.
**Note that this does not include collisions with an “Unknown” primary collision factor, as recorded in the Crossroads collision data.
6.3 BROADSIDE COLLISIONS
In the 5-year period, broadside col lisions accounted for the largest shar e (29%) of all collisions citywide, including 27% of all fatal or severe injury collisions, which is the second-largest share of fatal or severe injury collisions. A large proportion of broadside co llisions (68%) were related to traffic signals or automobile right-of-way violations. Therefore, intersection improvements that reduce vehicle conflicts may
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lessen the prevalence of broadside collisions.
6.4 SCHOOL ZONE COLLISIONS
Through multiple conversations with City staff, as we ll as with key community stakeholders, school zone collisions were identified as a major traffic safety pr oblem in Pomona, particularly relating to pedestrians.
This traffic safety issue is also reflected in recent collision data. During the 5-year period, nearly 69% of collisions in Pomona occurred within ½ mile of a Pomona Unified School District public school. In addition, 60% of all fatal and severe injury co llisions as well as 75% of all pedest rian-involved collisions occurred in the same half-mile school zone area (see Figure 6.1 for KSI collisions in school zone area). These statistics indicate that the LRSP should focu s improvements on roadways and in tersections that are adjacent to schools.
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Figure 6.1: KSI Collisions within ½ Mile School Zone Area
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7.0 ENGINEERING COUNTERMEASURES
The recommended Engineering Countermeasures (improvements to enhance transportation safety) address the emphasis areas described in th e chapter above. Five years of collision data (from 2015 to 2019) were assessed to conduct a more in-depth review of the collision data. The recommended countermeasures for an identified candidate location are based on the following factors:
● Collision severity
● Lighting condition
● Collision-involved parties (motor vehicles, pedestrians, bicyclists, etc.) ● Type of collision
● Primary collision factor
Caltrans developed the Systemic Safety Anal ysis Report Program (SSARP) guidelines in consultation with the California Local Highwa y Safety Improvement Program (HSIP) Advisory Committee. As such, it is logical to utilize the tools for identifying potential countermeasures for candidate locations that are also used in th e development of an HSIP application. The Local Roadway Safety Manual (LRSM) was developed by Caltrans to support the HSIP call-for-projects and provides lists of potential countermeasures that are deemed acceptable for implementation with federal-aid funding awarded through th e HSIP. Countermeasures in the LRSM are categorized by facility type, in cluding signalized intersection, non-signalized intersection, and roadway segments. The majority of, if not all, pr oposed countermeasures will be selected from the lists in the LRSM.
Identifying and analyzing the patterns in the crash data along with field observations allow for the most appropriate countermeasure to be selected to effectively address safety problems. When applied correctly, countermeasures and their corre sponding Crash Reduction Factors (CRFs) can help the City identify the expected safety impacts of installing a combination of countermeasures to reduce crashes and injuries.
The goal of the countermeasure selection proc ess is to identify and implement various combinations of countermeasures to achieve the highest possible benefits. Countermeasures play important roles in the calculation of Benefit /Cost Ratios (BCR). The effectiveness of a countermeasure and how well it can maximize th e BCR depend on the CRFs, expected life, and systemic approach opportunity.
A summary table of all the safety projec ts, and their cost estimates, is in Appendix C . The intersection and roadway segment ranking summary by Crash Frequency and Equivalent Property Damage Only (EPDO) scores are provided in Appendix B.
Table 7.1 summarizes the list of safety countermeasures included in the LRSM and applied to this project. The table summarizes each countermeasure’s applicable crash types, CRF, project life of the recommended improvement, maximum federal reimbursement percentage, and the CITY OF POMONA | LRSP 38
opportunity for a systemic approach.
Table 7.1: Safety Countermeasures Applied to Pomona LRSP CM
No. Countermeasure Name Crash
Type CRF
Expected
Life
(Years)
HSIP
Funding
Eligibility
Systemic
Approach
Opportunity?
S02
Improve signal hardware:
lenses, back-plates with
retroreflective borders,
mounting, size, and number
All 15% 10 90% Very High
S03
Improve signal timing
(coordination, phases, red,
yellow, or operation)
All 15% 10 50% Very High
S07
Provide protected left turn
phase (left turn lane already
exists)
All 30% 20 90% High
S08 Convert signal to mast arm
(from pedestal-mounted) All 30% 20 90% Medium
S17PB Install pedestrian countdown
signal heads P&B 25% 20 90% Very High
S21PB
Modify signal phasing to
implement a Leading
Pedestrian Interval (LPI)
P&B 60% 10 100% Very High
NS02
Convert to all-way STOP
control (from 2-way or Yield
control)
All 50% 10 90% High
NS03 Install signals All 30% 20 90% Low
R08 Install raised median All 25% 20 90% Medium
R13 Add two-way left-turn lane All 30% 20 90% Medium
R28 Install edge-lines and
centerlines All 25% 10 90% Very High
Source: Caltrans Local Roadway Safety Manual, Version 1.6 April 2022
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The countermeasure numbers (i n the far-left column) in Table 7.1 represent the ID number for the types of improvements that are eligible for HSIP funding. Throughout this document, countermeasures eligible for HSIP funding will have the ID number, and those that are not eligible will not have an ID number.
7.1 IDENTIFY PROJECT LOCATIONS
7.1.1 IDENTIFIED ROADWAY SEGMENTS
The definition of the roadway segments was prim arily based on major barriers such as freeways, major cross streets, roadway configuration, and land use. Each corridor segment was analyzed based on the total number of collisions and collis ion severity. The ranking methods used to rank the roadway segments include collision frequenc y and the Equivalent Property Damage Only (EPDO).
As shown in Figure 7.1 , the following ten (10) roadway segments with the highest collision numbers were selected for analysis, and recomm endations are provided for improvements on these roadways:
● Grand Avenue – from Hansen Avenue to East End Avenue
● Holt Avenue – from Dudley Street to East End Avenue
● Mission Boulevard – from Dudley Street to Towne Avenue ● Mission Boulevard – from Temple Avenue to Westmont Avenue ● Reservoir Street – from Ninth Street to Philadelphia Street ● Towne Avenue – from San Bernardino Avenue to Holt Avenue ● Franklin Avenue – from Bolivar Street to Reservoir Street ● White Avenue – from Val Vista Street/Preciado Street to William Street ● Garey Avenue – from Orange Grove Avenue to Lexington Avenue ● Hamilton Boulevard – from Phillips Boulevard to Lexington Avenue
Note that only collisions occurring at non-signalized intersections or at mid-block locations (further than 300 feet from an intersection) were included for roadway segment collision analysis. Collisions occurring at signalized intersections along sele cted corridors were not considered in roadway segment collision analysis.
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Figure 7.1: Countermeasure Roadway Segment Map
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7.1.2 IDENTIFIED INTERSECTIONS
Each intersection of City-owned public street s was reviewed based on the crash frequency and EPDO methods. A total of 20 intersections (listed in Table 7.2 ) were chosen for potential countermeasure implementation. Figure 7.2 illustrates the locations of the proposed intersection countermeasures, and the list is shown below:
Table 7.2: Identified Intersections
The overall intersection and roadway segment rankings (Crash Frequency and EPDO) are provided in Appendix B.
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Figure 7.2: Countermeasure Intersection Map
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7.1.3 CALTRANS INTERSECTIONS
Several selected intersections will require coordination with Caltrans. Note that the following three (3) selected intersections have shared jurisdiction between City of Pomona and Caltrans:
● McKinley Avenue and Orange Grove Avenue
● Fairplex Drive and Holt Avenue
● Foothill Boulevard and Towne Avenue**
**Also shared jurisdiction with City of Claremont
7.2 ROADWAY SEGMENT RECOMMENDATIONS
7.2.1 GRAND AVENUE – FROM HANSEN AVENUE TO EAST END AVENUE Grand Avenue is a 2.75-mile long corridor th at spans east-west across Pomona. The corridor predominantly runs along residential areas, incl uding many elementary schools and large parks such as Tony Cerda Park and Washington Park. In particular, this portion of Grand Avenue is within
0.5 miles of Washington Elementary School, which was noted as a school collision hotspot in the collision analysis. This proximity to a school collision hotspot (as well as within 0.5 miles of 6 other Pomona schools) was a main criterion for selecting Grand Avenue for roadway segment projects.
During community outreach, community members id entified Grand Avenue as a top corridor of safety concern, citing the roadway’s higher speed limits posing dangers to pedestrians.
Grand Avenue contains a single travel lane in each direction, with some left turn lanes at signalized intersections along the corridor. On-street parkin g is generally permitted on both sides of the street. The posted speed limit on this segment is 35 mph. This corridor lacks striping along its entirety. There are many uncontrolled intersections with residential side streets, but no turn lanes on Grand Avenue to access those side streets.
This roadway segment had 25 collisions, excludin g collisions within 300 feet of signalized intersections. The top collision types along this corridor were rear end (36%), sideswipe (20%), and broadside (16%) collisions. The top primary collisi on factors include improper turning (8%) and unsafe speed (8%). Note that 76% of collisions on this segment were of unknown cause, according to Crossroads data.
Also of significance, 9 collisions involved a parked motor vehicle, which is 46% of all collisions on Grand Avenue, excluding signalized intersections. This indicates that shoulder or edge-line striping (the lack thereof) is a safety issue. Also , given the relatively high proportion of rear-end collision types, unsafe speed is another chief safety problem on Grand Avenue, and it is likely that several of the “unknown” primary collision factors (in Crossroads) should be attributed as unsafe speed.
One (1) pedestrian-involved collision was record ed along Grand Avenue (excluding signalized intersections) during the 5-year period.
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Figure 7.3: Collision Statistics – Grand Avenue from Hansen Avenue to East End Avenue
The recommendations for this roadway segment include the following:
● R13: Install two-way left turn lane with thermoplastic along entire corridor. ● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Install edge-lines with thermoplastic along entire corridor. ● Other: Refresh roadway striping along entire roadway segment, including at intersections.
7.2.2 HOLT AVENUE – FROM DUDLEY STREET TO EAST END AVENUE This segment of Holt Avenue is a 3.02-mile long primary corridor that runs east-west across the center of Pomona, providing access to downtown and SR-71 to the west. Holt Avenue has two travel lanes in each direction, with a center two-way left-turn lane. Parking is generally permitted on both sides of the street. The posted speed limit on this segment is 35 mph. Holt Avenue lacks clear striping on a vast majority of the roadway.
During community outreach, Holt Avenue was id entified as a major pedestrian and bicyclist corridor.
Of all citywide corridors, Holt Avenue experienced the highest collision total (256). In addition, 20 pedestrian-involved collisions occurred on Holt Avenue, which was the largest number of any
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corridor citywide by a sizable ma rgin (Mission Boulevard had 2 nd highest pedestrian-involved collision total, with 9). Also, this span of Holt Avenue (between Dudley Street and East End Avenue) is within 0.5 miles of 9 Pomona Unified school s, the highest total of any corridor initially considered for safety improvements. This segmen t of Holt Avenue, Dudley Street to East End Avenue, was selected in order to focus improvem ents in areas adjacent to schools and higher- density residential.
This subset of Holt Avenue had 214 collisions duri ng the 5-year period (excluding collisions at signalized intersections along co rridor). The top three collision pa tterns were rear ends (33%), sideswipe (25%), and broadside (23%) collisions. Along this corridor, the top primary collision factors include unsafe speed (16%), improper turn ing (16%), and automobile right of way (15%).
A majority of rear-end collisions were due to unsafe speed, indicating that speeding is a safety issue along the Holt Avenue corridor.
Fifteen (15) pedestrian-involved collisions occurred on this portion of Holt Avenue, accounting for 7% of the segment’s collisions. Seven (7) of these pedestrian-involved collisions were located between Currier Street and Hamilton Boulevard, where a pedestrian attempted to cross Holt Avenue outside of a marked crosswalk. In addition, four (4) bicyclist-involved collisions occurred on this roadway.
Figure 7.4: Collision Statistics – Holt Avenue from Dudley Street to East End Avenue
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Selected improvements address the Holt Avenue sa fety issues of speeding, broadside collisions, sideswipe collisions, as well as pedestrian safety. The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Replace pavement markers with thermoplastic from Dudley Street to San Antonio Avenue.
● Other: Investigate additional marked pedestrian crossing between Currier Street and Hamilton Boulevard.
7.2.3 MISSION BOULEVARD – FROM DUDLEY STREET TO TOWNE AVENUE This segment of Mission Boulevard is a 1.84-mile long primary corridor that runs east-west across the City of Pomona, including downtown. Mission Boulevard has two travel lanes in each direction, with a center two-way left-turn lane. Parking is generally permitted on both sides of the street.
The posted speed limit on this segment is 35 mph.
This central portion of Mission Boulevard intersects a mixture of single-family residential, smaller commercial areas, and several government facili ties (such as Pomona Courthouse and Pomona City Hall). Also, this section of Mission Boulevard is within a half-mile of 4 Pomona Unified schools.
This includes Washington Elementary School, wh ich experienced the third-highest collision total of any Pomona Unified school (within a half-mil e area of school location). Community members identified Mission Boulevard and Dudley Street as an intersection of concern during stakeholder outreach.
In total, this roadway segment had 88 collisions (excluding collisions at signalized intersections along corridor). The most frequent collision ty pes along this corridor were sideswipe (34%), broadside (31%), and rear end (19%) collisions. The top primary collision factors include improper turning (20%) and automobile right of way (11%). Note that about 39% of collisions were labeled with an “Unknown” collision factor, according to Crossroads data.
Four (4) pedestrian-involved collisions occurred along this segment.
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Figure 7.5: Collision Statistics – Mission Boulevard from Dudley Street to Towne Avenue
The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Replace pavement markers with thermoplastic or paint, from White Avenue to Towne Avenue.
7.2.4 MISSION BOULEVARD – FROM TEMPLE AVENUE TO WESTMONT AVENUE This segment of Mission Boulevard is a 1.28-mile long corridor along the western side of Pomona.
The adjacent land use is primarily residential, although there is a significant industrial area to the north of Mission Boulevard, between Humane Wa y and SR-71. This western segment of Mission Boulevard spans between SR-57 and SR-71, offeri ng a potential bypass for commuters traveling between the freeways. Holt Avenue has two travel lanes in each direction, with a center two-way left-turn lane. The speed limit is 45 mph on the segment. Both the eastbound and westbound directions feature two travel lanes, with a center-lane median.
A vast majority of this portion of Mission Boulevard lacks striping, particularly to west of Humane Way. This same area also does not have sidewalks.
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This roadway segment had 69 collisions. The most frequently occurring collision types along this corridor were rear end (36%), broadside (22%), and sideswipe (17%) collisions. The top primary collision factors include unsafe speed (22%) and improper turning (16%). Note that about 36% of collisions on this segment were of unknown cause, according to Crossroads data.
No pedestrian-involved collisions were recorded along this portion of Mission Boulevard, during the 5-year period. However, this is likely due to absence of sidewalks on the corridor – which was also noted by community members during outreach.
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Figure 7.6: Collision Statistics – Mission Boulevard from Temple Avenue to Westmont Avenue
The recommendations for this roadway segment include the following:
● R21: Improve pavement friction (high friction surface treatments) at approaches to all intersections along the corridor.
● R22: Install or upgrade signs with new fluorescent sheeting – along the corridor and at intersections. Install curved road ahead warning signs, signal ahead warning signs, and crossroads ahead warning signs along the entire corridor. ● Other: Refresh roadway striping along entire roadway segment, including at intersections. ● Other: Install sidewalks along the corridor to eliminate gaps in the sidewalk network. o Note that collision data does not support this recommendation for an HSIP countermeasure, as zero pedestrian collisions were recorded along this corridor during the 5-year period. But this improvement would provide essential connection in city’s pedestrian network.
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7.2.5 RESERVOIR STREET – FROM NINT H STREET TO PHILADELPHIA STREET This segment of Reservoir Street is a 1.26-mile long corridor that runs north-south across the City of Pomona, bisecting residential and industrial land uses. Reservoir Street has two travel lanes in each direction, with a center two-way left-turn lane. Parking is generally permitted on both sides of the street. The posted speed limit on this segment is 40 mph. Reservoir Street is also within the half-mile school zone of 3 Pomona Unified schools. This includes Washington Elementary School, which was noted as a collision hotspot in both the collision analysis and community outreach.
This roadway segment had 76 collisions, including 2 collisions resulting in severe injury. Despite being a relatively shorter corridor (at 1.26 miles), Reservoir Street experienced the fourth-highest collision total and third-highest EPDO score of any roadway segments in the analysis. The most frequently occurring collision types along this segment were rear end (32%), sideswipe (29%), and broadside (28%) collisions. The top primary coll ision factors include improper turning (18%), automobile right of way (12%), driving under the influence (9%), and unsafe speed (9%). Note that about 41% of collisions on this segment were of unknown cause, according to Crossroads data.
Two (2) pedestrian-involved collisions, including 1 severe injury, occurred along this potion of Reservoir Street.
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Figure 7.7: Collision Statistics – Reservoir Street from Ninth Street to Philadelphia Street
The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting.
● R28: Replace pavement markers with thermoplastic from Ninth Street to Philadelphia Street. Consider replacing pavement markers with thermoplastic from Philadelphia Street to southern city limits.
7.2.6 TOWNE AVENUE – FROM SAN BERN ARDINO AVENUE TO HOLT AVENUE This segment of Towne Avenue is a 0.92-mile long corridor that runs north-south across the City of Pomona. Towne Avenue has two travel lanes in each direction, with a raised median in the center. Parking is generally permitted on both side s of the street. The posted speed limit on this segment is 40 mph.
This roadway segment had 54 collisions, excluding collisions at signalized intersections. The most frequently occurring collision types along this corridor were rear end (40%), broadside (35%), and sideswipe (16%) collisions. The primary collisio n factors include unsafe speed (22%), improper turning (18%), and automobile right of way (13%). Note that about 36% of collisions on this
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segment were of unknown cause, according to Crossroads data.
As compared with other roadway corridors in the analysis, Towne Avenue ranked especially high for unsafe speeding – its 12 unsafe speed-related collisions ranked third-highest citywide.
No pedestrian-involved collisions were recorded along this portion of Towne Avenue, during the 5-year period.
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Figure 7.8: Collision Statistics – Towne Avenue from San Bernardino Avenue to Holt Avenue
The recommendations for this roadway segment include the following:
● R08: Install raised median to fill gaps in the median along the corridor and to limit unsafe turning movements along the roadway.
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Install edge-lines with thermoplastic along entire corridor. ● Other: Refresh roadway striping along entire roadway corridor, including at intersections.
7.2.7 FRANKLIN AVENUE – FROM BOLI VAR STREET TO RESERVOIR STREET This segment of Franklin Avenue is a 1.39-mi le long corridor spanni ng east-west across the southern portion of Pomona. Franklin Avenue is a residential street, adjacent to several Pomona schools such as Garey Senior High School and Simons Middle School. This portion of Franklin Avenue is a bicycle boulevard (Class III bicycle facility) with sharrows pavement markings at regular intervals along the corridor.
CITY OF POMONA | LRSP 54
The corridor features a single travel lane in eith er direction, with a single centerline median.
Parking is generally permitted on both sides of the street. The posted speed limit on Franklin Avenue is 35 mph.
This roadway segment had 21 collisions, excluding collisions at signalized intersections. The most common collision types along this corridor were br oadside (38%), rear end (19%), and sideswipe (19%) collisions. The top primary collision factor s include unsafe speed (19%), improper turning (10%), and driving under the influence (10%). Note that about 38% of collisions on this segment were of unknown cause, according to Crossroads data.
Franklin Avenue is within the school zone area (0.5 miles) of 7 Pomona Unified school, indicating that it is a major roadway for Pomona students and their families.
No pedestrian-involved collisions were recorded along this portion of Franklin Avenue, during the 5-year period.
Figure 7.9: Collision Statistics – Franklin Avenue from Bolivar Street to Reservoir Street
CITY OF POMONA | LRSP 55
The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Install edge-lines and centerlines with thermoplastic along entire corridor.
7.2.8 WHITE AVENUE – FROM VAL VISTA STR EET/PRECIADO STREET TO WILLIAM STREET This segment of White Avenue is a 0.66-mile primary arterial corridor that runs north-south across the City of Pomona. White Avenue has two travel lanes in each direction, with a two-way left-turn lane in the center. Parking is generally permitted on both sides of the street. North of Burdick Drive/Kenoak Place, the roadway has a raised medi an in the center and parking is prohibited on both sides of the street. The posted speed limit on this segment is 35 mph.
This roadway segment had 53 collisions. The top collision types that occurred along this corridor were broadside (59%) and sideswipe (19%) coll isions. The primary collision factors include automobile right of way (25%) and improper turning (17%). Note that about 43% of collisions on this segment were of unknown cause, accord ing to Crossroads data. White Avenue rated especially high for broadside collisions compar ed to other roadway corridors in the collision analysis. The corridor’s 31 broadside collisions were the third-highest corridor total citywide.
This portion of White Avenue is within the school zone (0.5 miles) of Pomona Community Day and Lincoln Elementary School, which were identified as school collision hotspots during the collision analysis.
No (0) pedestrian-involved collisions occurred on this corridor. Four (4) bicyclist-involved collisions occurred on this portion of White Avenue.
CITY OF POMONA | LRSP 56
Figure 7.10: Collision Statistics – White Avenue from Val Vista Street/Preciado Street to William Street
The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Replace pavement markers with thermoplastic or paint from Grand Avenue to the north city limit.
CITY OF POMONA | LRSP 57
7.2.9 GAREY AVENUE – FROM ORANGE GROVE AVENUE TO LEXINGTON AVENUE This selected portion of Garey Avenue (2.47 mile s long) is the primary north-south arterial of Pomona, connecting I-10 and at the northern side of the city to downtown, as well as SR-71 and SR-60 to the south. In general, this corridor features two travel lanes on either side of the roadway, with some roadway sections consisting of three tr avel lanes in either direction (particularly north of downtown). A vast majority of the roadway’s turn lanes and centerlines are reflective plates, and are without clear striping. Garey Avenue, so uth of Ninth Street, has a landscaped median separating the travel directions.
This roadway segment had 131 collisions during the 5-year period, which was the second-highest collision total of all roadway corri dors included in the analysis. This total excludes collisions occurring at signalized intersections. The top collision types that occurred along this corridor were broadside (38%), sideswipe (26%), and rear end (26%) collisions. The primary collision factors include automobile right of way (28%) and impr oper turning (23%). Note that about 47% of collisions on this segment were of unknown cause, according to Crossroads data.
In addition, to Garey Avenue’s high collision totals, it is also within the school zone (0.5 miles) of 7 Pomona Unified schools. Pomona Community Day and Lincoln Elementary, noted collision hotspots, are two of the schools adjacent to Garey Avenue. Lincoln Elementary is located alongside Garey Avenue.
Four (4) pedestrian-involved collisions and five (5 ) bicyclist-involved collisions occurred on this corridor, which is 3% and 4%, respectively, of all Garey Avenue corridor collisions.
CITY OF POMONA | LRSP 58
Figure 7.11: Collision Statistics – Garey Avenue from Orange Grove Avenue to Lexington Avenue
The recommendations for this roadway segment include the following:
● R22: Install or upgrade signs with new fluorescent sheeting. ● R28: Replace pavement markers with thermoplastic or paint along Garey Avenue from Orange Grove Avenue to Lexington Avenue.
7.2.10 HAMILTON BOULEVARD – FROM PHIL LIPS BOULEVARD TO LEXINGTON AVENUE This portion of Hamilton Boulevard south of Phil lips Boulevard, is approximately 0.52 miles in length. Hamilton Boulevard is a residential minor st reet with one travel lane in either direction.
The roadway features on-street parallel parking throughout the corridor, separated from the travel lanes by a Class II bicycle lane (approximately 4.5 meters in width). The posted speed limit on this segment is 30 mph, and there are several speed feedback signs along the corridor.
This roadway segment had 3 collisions. The most frequently recurring collision type that occurred along this corridor were hit object (67%) collisions. The top primary collision factor was improper turning (67%). Four (4) Pomona Unified schools ar e within 0.5 miles of this portion of Hamilton Boulevard.
During community outreach, this portion of Hami lton Boulevard was mentioned as an area of
CITY OF POMONA | LRSP 59
safety concern, particularly with motorists travelling at unsafe speeds.
Figure 7.12: Collision Statistics – Hamilton Boulevard from Phillips Boulevard to Lexington Avenue
The following safety countermeasure could be considered for this corridor under existing conditions:
● R22: Install speed limit retroreflective signs and update existing signs with new fluorescent sheeting.
● Other: Speed enforcement – radar patrolling.
7.3 INTERSECTION RECOMMENDATIONS
7.3.1 MISSION BOULEVARD AND EAST END BOULEVARD
Mission Boulevard and East End Boulevard is a fo ur-leg signalized intersection with permissive phasing. Marked, transverse crosswalks are provided at the intersection. The posted speed limit is 40 mph on all approaches. Mission Boulevard’s lane configurations are marked with consistent striping throughout, while East End Avenue lack s consistent striping. Th e northbound approach
CITY OF POMONA | LRSP 60
(three travel lanes) of East End Avenue is sign ificantly narrower than the southbound approach (five travel lanes). There is a Foothill Transit bus stop immediately to the north of the intersection.
The data analysis revealed that a total of 58 collisions occurred at this intersection, tied for the 8th highest collision total of all signalized inters ections citywide. The top collision types were broadside (50%) and rear end (17%) collisions. The top primary collision factors were automobile right of way (17%) and pedestrian violation (17%) co llisions. Note that about 32% of collisions at this intersection were of unknown cause, acco rding to Crossroads data . Of all intersections citywide, Mission Boulevard and East End Boulevard rated 2nd highest for broadside collisions (29).
There were no pedestrian- or bicyclist-involved co llisions during the 5-year period at East End Avenue and Mission Boulevard. Pedestrian-rel ated improvements are recommended based on proximity to pedestrian generators, such as bus stops, and a high number of pedestrian violations at the intersection. This intersection is also within the school zone area of Village Academy High.
CITY OF POMONA | LRSP 61
Figure 7.13: Collision Statistics – Mission Boulevard and East End Boulevard
The recommendations for this intersection include the following:
● S02: Upgrade signal heads from 8” to 12” at all corners. Install retroreflective backplates on all intersection traffic signals.
● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs. ● R28: Rehabilitate roadway striping on East End Avenue portions of intersection. Consider refreshing roadway striping along greater East End Avenue corridor.
7.3.2 MISSION BOULEVAR D AND PHILLIPS DRIVE
Mission Boulevard and Phillips Drive is a three-leg signalized intersection, forming a major access point for Westmont Park neighborhood resident s. A marked, transverse crosswalk is provided across the Phillips Drive approach , though there are no sidewalks on this portion of Mission Boulevard. The westbound approach of Mission Bo ulevard contains a left turn lane (currently without striping).
The data analysis revealed that a total of 12 coll isions occurred at this intersection. Broadside collisions (58%) accounted for the largest collision total at this intersection, followed by rear-end collisions (25%). The top primary collision factors were pedestrian violations (33%), traffic signals
CITY OF POMONA | LRSP 62
and signs (25%), and unsafe speed (17%).
While 4 collisions due to a pedestrian violation were recorded at Mission Boulevard and Phillips Drive, no pedestrians were involved in any collis ion. Each of the 4 collis ions with a pedestrian violation primary collision factor also were entered with a CVC 21453a violation, indicating that a red light violation was actually the main cause of these collisions. A majority of these red light violation collisions were caused by a vehicle traveling eastbound on Mission Boulevard.
Figure 7.14: Collision Statistics – Mission Boulevard and Phillips Drive
The recommendations for this roadway segment include the following:
● S02: Install nearside traffic signal at westbound and eastbound approach of Mission Boulevard. Install retroreflective backplates on all intersection traffic signals. ● See Mission Boulevard segment recommendations for striping-related improvements
7.3.3 MISSION BOULEV ARD AND HUMANE WAY
Mission Boulevard and Humane Way is a three-leg signalized intersection. Marked crosswalks are present at the western and northern legs of the intersection. The eastbound approach, on Mission Boulevard, contains two through lanes and a left turn lane with a protected left turning movement.
The lane designation on Mission Boulevard’s eastbound approach currently lacks striping, marked only by reflective plates. However, Mission Boulevard’s westbound a pproach is paved with consistent striping. The southbound approach on Humane Way features two left turn lanes. This
CITY OF POMONA | LRSP 63
southbound approach was recently repaved (between 2021 and 2022).
The data analysis indicated that a total of 37 collisions occurred at this intersection. Of all collision types, rear-end collisions (35%) accounted for th e largest collision total at this intersection, followed by broadside (19%) and sideswipe (16%). The top primary collision factors were improper turning (22%) and unsafe speed (16%). Note that about 38% of collisions at this intersection were of unknown cause, according to Crossroads data.
Figure 7.15: Collision Statistics – Mission Boulevard and Humane Way
The recommendations for this intersection include the following:
● S02: Install nearside traffic signal at westbound and eastbound approach of Mission Boulevard. Install retroreflective backplates on all intersection traffic signals. ● See Mission Boulevard segment recommendations for striping-related improvements.
CITY OF POMONA | LRSP 64
7.3.4 MISSION BOULEVARD AND RESERVOIR STREET
Mission Boulevard and Reservoir Street is a four -leg signalized intersection with permissive phasing. Marked, transverse crosswalks are provid ed at the intersection. The posted speed limit on Mission Boulevard is 40 mph and the speed limit is 35 mph on Reservoir Street.
The data analysis revealed that a total of 75 collis ions (including 2 severe injury) occurred at this intersection, which was the highest collision total of any intersection citywide. Mission Boulevard and Reservoir Street also received the highest EP DO score of all intersec tions citywide. The top collision types were broadside collisions, accounting for 49% of collisions. Rear end (17%) and sideswipe (13%) collisions accounted for the second and third highest types of collisions. The top primary collision factors were automobile right of way (23%), unsafe speed (11%), and pedestrian violations (9%). Note that 39% of collisions at this intersection were of unknown cause, according to Crossroads data.
Community members identified Mission Boulevard and Reservoir Street as a major safety concern, during stakeholder outreach. This intersection is also within the half-mile school zone of Washington Elementary School, a noted collision hotspot as defined by both the collision analysis and the community outreach.
There were two (2) pedestrian-involved collisions at Mission Boulevard and Reservoir Street, both resulting in severe injury. Pedestrian safety improvements at this intersection should be prioritized.
CITY OF POMONA | LRSP 65
Figure 7.16: Collision Statistics – Mission Boulevard and Reservoir Street
The recommendations for this intersection include the following:
● S02: Upgrade signal heads from 8” to 12” on the northwest corner and southeast corner.
Install retroreflective backplates on all intersection traffic signals. ● Other: Install a curb extension on the northeast corner on Reservoir Street. Investigate additional curb extension on northwest corner of intersection (geographic constraints are present).
● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs.
7.3.5 MISSION BOULEVAR D AND TOWNE AVENUE
Mission Boulevard and Towne Avenue is a four-l eg signalized intersection with permissive phasing. Marked, transverse crosswalks are provid ed at the intersection. The posted speed limit on Mission Boulevard is 35 mph, and the speed limit on Towne Avenue is 40 mph. A large apartment complex is located immediately to the northwest of the intersection.
The data analysis indicated that a total of 58 co llisions occurred at this intersection, which was
CITY OF POMONA | LRSP 66
tied for the 8 th highest collision total of all signalized intersections. The top collision types were broadside collisions, accounting for 47% of coll isions. Rear end (15.5%) and sideswipe (15.5%) collisions accounted for the second highest type s of collisions. The top primary collision factors were automobile right of way (22%), improper turning (9%), and unsafe speed (9%). Note that about 40% of collisions at this intersection were of unknown cause, according to Crossroads data.
Mission Boulevard and Towne Avenue is within ½ miles of Washington Elementary School, a noted collision hotspot.
One (1) pedestrian-involved collision and 3 bicyclis t-involved collisions were reported at Mission Boulevard and Towne Avenue.
CITY OF POMONA | LRSP 67
Figure 7.17: Collision Statistics – Mission Boulevard and Towne Avenue
The recommendations for this intersection include the following:
● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs.
7.3.6 HOLT AVENUE AND TOWNE AVENUE
Holt Avenue and Towne Avenue is a four-leg si gnalized intersection with protected left-turn phasing. Marked crosswalks are provided at th e intersection. The posted speed limit on Holt Avenue is 35 mph, and on Towne Avenue, the speed limit is 40 mph. Bulb-outs exist at each corner of the intersection.
Collision data indicated that a total of 72 coll isions occurred at this intersection, the 2 nd highest
collison total of any intersection citywide. Rear-end collisions were the top collision type, accounting for 39% of collisions. Broadside (22% ) and sideswipe (21%) collisions accounted for the second and third highest types of collisions. The top primary collision factors were improper turning (15%), unsafe speed (15%), and pedestri an violation (11%). Note that about 38% of
CITY OF POMONA | LRSP 68
collisions at this intersection were of unknown cause, according to Crossroads data. Eleven (11) collisions at Holt Avenue and Towne Avenue were due to unsafe speed, which was tied for the 3rd highest intersection total of unsafe speed-related collisions.
Seven (7) pedestrian-involved collisions occurred at Holt Avenue and Towne Avenue, the highest number of pedestrian-involved collisions of any signalized intersection citywide. Also, 3 bicyclist- involved collisions occurred at this intersection.
Figure 7.18: Collision Statistics – Holt Avenue and Towne Avenue
The recommendations for this intersection include the following:
● S02: Install nearside signal heads at all approaches. Install retroreflective backplates on all intersection traffic signals.
● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs.
7.3.7 INDIAN HILL BOULEVARD AND SAN BERNARDINO AVENUE
Indian Hill Boulevard and San Be rnardino Avenue is a four-leg signalized intersection with protected left-turn phasing for the NB/SB movements and permissive phasing for EB/WB
CITY OF POMONA | LRSP 69
movements. Marked crosswalks are provided at the intersection. The posted speed limit on Indian Hill Boulevard is 40 mph, and on San Bernardino Road, the speed limit is 35 mph. Bulb-outs exist at the northeastern and southeastern corners of the intersection. Foothill Transit bus stops are in close proximity to the intersection, along Indian Hill Boulevard. San Bernardino Avenue features a Class II bicycle lane in both directions.
The data analysis revealed that a total of 67 collisions occurred at this intersection – the 3 rd highest
collision total of all intersections citywide. The top collision type was broadside (36%), followed by rear-end (25%) and sideswipe (13%) collis ions. The top primary collision factors were automobile right of way (16%), improper turning (13%), and unsafe speed (12%). Note that about 40% of collisions at this intersection were of unknown cause, according to Crossroads data. Indian Hill Boulevard and San Bernardino Avenue experienced 24 broadside collisions – the fifth-highest broadside collision total of any intersection citywide.
Indian Hill Boulevard and San Bernardino Avenue is within the ½ mile school zone of Montvue Elementary. San Bernardino Avenue features seve ral pedestrian-related improvements, such as high-visibility crosswalks, that are not extended to its intersection with Indian Hill Boulevard.
Three (3) pedestrian-involved coll isions occurred at this intersec tion, including one resulting in severe injury. For all signalized intersections ci tywide, Indian Hill Boul evard and San Bernardino Avenue tied for the 6
th highest number of pedestrian-involved collisions.
Figure 7.19: Collision Statistics – Indian Hill Boulevard and San Bernardino Avenue
CITY OF POMONA | LRSP 70
The recommendations for this intersection include the following:
● S02: Install nearside signal heads at the north and southbound approaches. Install retroreflective backplates on all intersection traffic signals. ● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs.
7.3.8 GRAND AVENUE AND GAREY AVENUE
Grand Avenue and Garey Avenue is a four-leg si gnalized intersection with permissive left-turn phasing. Marked, transverse crosswalks are provid ed at the intersection. The posted speed limit on Garey Avenue and Grand Avenue is 35 mph. Ther e is currently no striping for turn lanes and centerlines at this intersection. Each intersection leg features a dedicated left turn lane.
Grand Avenue and Garey Avenue is within the ½ mile school zone area of Madison Elementary.
It is also an access point for Tony Cerda Park, which is two blocks west on Grand Avenue.
The data analysis revealed that a total of 37 co llisions occurred at this intersection. The top collision types were broadside (46%) collisions, followed by head-on (22%) and rear-end (14%) collisions. The top primary collision factors were automobile right of way (22%) and pedestrian violation (19%). Note that about 41% of collisions at this intersection were of unknown cause, according to Crossroads data.
Three (3) pedestrian-involved collisions and two (2) bicyclist-involved collisions occurred at Garey Avenue and Grand Avenue.
CITY OF POMONA | LRSP 71
Figure 7.20: Collision Statistics – Grand Avenue and Garey Avenue
The recommendations for this intersection include the following:
● S02: Install nearside signal heads at all approaches. Install retroreflective backplates on all intersection traffic signals. Upgrade to LED signal heads. ● See Grand Avenue segment recommendations for striping-related improvements
CITY OF POMONA | LRSP 72
7.3.9 GRAND AVENUE AND TOWNE AVENUE
Garey Avenue and Towne Avenue is a four-leg si gnalized intersection with permissive left-turn phasing. Marked, transverse crosswalks are provid ed at the intersection. The posted speed limit on Towne Avenue is 40 mph, and the posted speed limit on Grand Avenue is 35 mph.. There is currently no striping for turn lanes and centerline s at this intersection (features are demarcated by reflective plates). Each intersection leg features a dedicated left turn lane.
Washington Park is located at the northeastern corner of the intersection
The data analysis indicated that a total of 19 co llisions occurred at this intersection. The top collision types were broadside (47%) collisions, followed by sideswipe (32%) and rear end (16%) collisions. The top primary collision factors were pe destrian violations (21%), automobile right of way (16%), and improper turning (16%). Note that about 26% of collisions at this intersection were of unknown cause, according to Crossroads da ta. One broadside KSI (severe injury) collision occurred at this intersection.
Grand Avenue and Towne Avenue is within the sc h o o l z o n e a r e a ( ½ m i l e r a d i u s ) o f A l c o t t Elementary and Washington Elementary.
No (0) pedestrian-involved collisions and two (2) bicyclist-involved collisions occurred at Grand Avenue and Towne Avenue.
CITY OF POMONA | LRSP 73
Figure 7.21: Collision Statistics – Grand Avenue and Towne Avenue
The recommendations for this intersection include the following:
● S02: Install nearside signal heads at all approaches. Install retroreflective backplates on all intersection traffic signals. Upgrade to LED signal heads. Upgrade 8’’ lenses to 12” lenses. ● See Grand Avenue segment recommendations for striping-related improvement.
CITY OF POMONA | LRSP 74
7.3.10 MCKINLEY AVENUE AND ORANGE GROVE AVENUE
McKinley Avenue and Orange Grove Avenue is a five-leg signalized intersection. The “fifth” leg is the EB entrance ramp to the I-10 freeway, which spans immediately above the intersection as an overpass. Left turns are prohibited on the northbound approach, while the other three approaches have protected left-turn phasing. The north, east , south, and west approaches have a left turn lane. High-visibility continental crosswalks are pr ovided at the northern, western, and southern legs of the intersection, including across the I-10 EB ramp entrance. The southern intersection leg features a median pedestrian refuge island between McKinley Avenue’s westbound approach and the I-10 EB ramp entrance. McKinley Avenue host s a Class II bicycle lane to the east of this signalized intersection. Orange Grove Avenue is a Class III bicycle boulevard, with pavement markings indicating sharrows. Striping improvements were recently completed at this intersection in 2021, which added the high-visibility crosswalks and Class II bicycle lane. The posted speed limit at all approaches is 35 mph.
McKinley Avenue and Orange Grove Avenue is with in the 0.5 mile school zone area of Lincoln Elementary (a school zone collision hotspot).
The data analysis revealed that a total of 60 collisions occurred at this intersection, the 5 th highest
collision total citywide. The top collision types we re sideswipe (57%), broadside (22%), and rear end (18%) collisions. The top primary collision factors were unsafe speed (12%) and improper turning (8%). Note that 60% of collisions at this intersection were of unknown cause, according to Crossroads data.
One (1) bicyclist-involved collision occurred at th is intersection, resulting in severe injury. This collision occurred in 2016, before bicycle safe ty improvements were completed on McKinley Avenue and Orange Grove Avenue (adjacent to this intersection).
CITY OF POMONA | LRSP 75
Figure 7.22: Collision Statistics – McKinley Avenue and Orange Grove Avenue
The recommendations for this intersection include the following:
● S02: Upgrade signal head from 8” to 12” at the northwest, southeast, and southwest corners.
CITY OF POMONA | LRSP 76
7.3.11 FAIRPLEX DRIVE AND HOLT AVENUE
Fairplex Drive and Holt Avenue is a four-leg si gnalized intersection with protected left-turn phasing for the eastbound movement and permissi ve phasing for the other movements. A dual left-turn lane is provided at the west leg (Holt Avenue). The south leg forms the off-ramp and on- ramp for the NB SR-71 freeway. Through moveme nts are not permitted from the north leg.
Marked, transverse crosswalks are provided at th e intersection except on the west leg. Holt Avenue contains a median, which partially covers the marked crosswalk at the eastern leg of the intersection.
A Foothill Transit bus stop is lo cated at the northeastern corner of the intersection. The posted speed limit on Holt Avenue is 40 mph west of Fa irplex Drive and 35 mph east of Fairplex Drive.
On Fairplex Drive, the speed limit is 40 mph.
During community outreach, Fairplex Drive was me ntioned frequently as a top safety concern, particularly for pedestrians and bicyclists. These safety concerns were also reflected in the collision data.
The data analysis indicated that a total of 59 collisions occurred at this intersection, the 6 th highest
collision total citywide. The top collision types we re sideswipe (34%), broadside (29%), and rear end (24%) collisions. The top primary collision factors were improper turning (14%), unsafe speed (10%), and pedestrian violations (10%). Note that about 46% of collisions at this intersection were of unknown cause, according to Crossroads data.
Three (3) pedestrian-involved collisions and 2 bi cyclist-involved collisions occurred at this intersection. Two of the pedestrian-involved collisions were due to a vehicle making unsafe right turn on red.
CITY OF POMONA | LRSP 77
Figure 7.23: Collision Statistics – Fairplex Drive and Holt Avenue
The recommendations for this intersection include the following:
● S02: Upgrade signal heads to provide protected phasing with nearside signals at all approaches. Provide “no right turn on red” (RTOR) restrictions for all approaches with the use of blankout no right turn signs. Install retro-reflective signal backplates. ● S03: Restrict southbound U-turns and provide overlap right turn phase for westbound direction.
● S07: Provide protected left turn phasing for all approaches. ● Other: Trim median to accommodate crosswalk width on eastern leg, and install a semicircular median just west of the crosswalk.
CITY OF POMONA | LRSP 78
7.3.12 GAREY AVENUE AND HOLT AVENUE
Garey Avenue and Holt Avenue is a four-leg si gnalized intersection with protected left-turn phasing. Marked crosswalks, with decorative bric k paving, are provided at the intersection. The posted speed limit on Garey Avenue is 30 mph we st of Holt Avenue, and 35 mph east of Holt Avenue. On Holt Avenue, the speed limit is 35 mph. Striping currently exists within the immediate influence area of the intersection (within abou t 100 feet of crosswalks). Both Omnitrans and Foothill Transit operate bus stops at this inte rsection. The Pomona Metrolink station is three blocks south of the Garey Avenue and Holt Avenue intersection.
The data analysis revealed that a total of 67 collisions occurred at this intersection, which was tied for the 3
rd highest collision total of all intersections citywide. The top collision types were rear end (31%) and sideswipe (31%), followed by broads ide (22%) collisions. The top primary collision factors were improper turning (18%) and unsafe sp eed (12%). Note that about 52% of collisions at this intersection were of unknown cause, according to Crossroads data.
Garey Avenue and Holt Avenue is within the sc hool zone area (½ mile radius) of Pomona Community Day – a noted school collision hotspot.
Two (2) pedestrian-involved collisions and three (3) bicyclist-involved collisions occurred at Garey Avenue and Holt Avenue. One pedestrian-involved collision resulted in severe injury, where the pedestrian was not utilizing the marked crosswalks at the intersection.
CITY OF POMONA | LRSP 79
Figure 7.24: Collision Statistics – Garey Avenue and Holt Avenue
The recommendations for this intersection include the following:
● S02: Install nearside signal heads at all approaches. Install retroreflective backplates on all intersection traffic signals.
7.3.13 GAREY AVENUE AN D ORANGE GROVE AVENUE
Garey Avenue and Orange Grove Avenue is a four-leg signalized intersection with protected left- turn phasing, located just south of the Garey Avenue exit for I-10. Marked, transverse crosswalks are provided at the intersection. The posted speed limit on Garey Avenue is 40 mph, and on Orange Grove Avenue, the speed limit is 35 mph. Striping was recently rehabilitated along Orange Grove Avenue, which features a Class III bicycle boulevard with sharrows pavement markings.
Garey Avenue currently lacks pavement striping.
CITY OF POMONA | LRSP 80
The data analysis revealed that a total of 59 collisions occurred at this intersection, which was tied for the 6 th highest collision total of any intersecti on citywide. The top collision types were broadside (32%), rear end (32%), and sideswipe (22%) collisions. The top primary collision factors were pedestrian violations (22%) and unsafe speed ( 1 9 % ) . N o t e t h a t 3 9 % o f c o l l i s i o n s a t t h i s intersection were of unknown cause, according to Crossroads data.
Garey Avenue and Orange Grove Avenue is with in the ½ mile school zone area of Lincoln Elementary – a major school zone collision hotspot.
Three (3) pedestrian-involved collisions and 3 bi cyclist-involved collisions occurred at this intersection. For all signalized intersections ci tywide, Garey Avenue and Orange Grove Avenue tied for the 6
th highest number of pedestrian-involved collisions.
Figure 7.25: Collision Statistics – Garey Avenue and Orange Grove Avenue
CITY OF POMONA | LRSP 81
The recommendations for this intersection include the following:
● S02: Install nearside signals at all approaches. Upgrade signal heads from 8” to 12” at the northwest, northeast, and southwest corners of the intersection. Install retroreflective backplates on all intersection traffic signals.
● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility continental crosswalks at all legs. ● Other: Install a curb extension (bulb-out) on the northeast corner.
CITY OF POMONA | LRSP 82
7.3.14 GAREY AVENUE AND FRANKLIN AVENUE
Garey Avenue and Franklin Avenue is a four-leg signalized intersection with permissive left-turn phasing in all directions. Each direction featur es a dedicated left turn lane. The westbound direction of Franklin Avenue (eastern intersection leg) also contains a dedicated right turn lane.
Marked, transverse crosswalks are provided at the intersection. Striping has been recently rehabilitated on the eastern intersection leg (Fra nklin Avenue). The other three intersection legs lack clear, consistent striping. Garey Avenue offers two travel lanes in the through direction and Franklin Avenue has a single travel lane in the through direction. The posted speed limit on both Garey Avenue and Franklin Avenue is 35 mph. Traffic signals on Garey Avenue are located on mast arms and pedestals, while Franklin Avenue traffic signals are only pedestal type.
Garey Avenue and Franklin Avenue is within the ½ mile school zone area of 3 Pomona Unified schools: Madison Elementary, Fremont Academy, and Garey High. This intersection is immediately northeast of Garey High.
The data analysis indicated that a total of 25 co llisions occurred at this intersection. The top collision types were broadside (44%) and rear end (28%) collisions. The top primary collision factors were unsafe speed (20%), pedestrian violations (12%), and automobile right of way (12%).
Note that 32% of collisions at this intersection were of unknown cause, according to Crossroads data.
No (0) pedestrian-involved collisions and two (2) bicyclist-involved collisions occurred at this intersection. Note that the collisions labeled with pedestrian violations as the primary collision factor were incorrectly classified.
CITY OF POMONA | LRSP 83
Figure 7.26: Collision Statistics – Garey Avenue and Franklin Avenue
The recommendations for this intersection include the following:
● S08: Install signal mast arm at east and west leg (Franklin Avenue) with signal heads above travel lanes. Install nearside traffic signals at all approaches. Install retroreflective backplates at all intersection traffic signals.
CITY OF POMONA | LRSP 84
7.3.15 FRANKLIN AVENUE AND RESERVOIR STREET
Franklin Avenue and Reservoir Street is a four-leg signalized intersection with permissive left-turn phasing in all directions. Each direction features a dedicated left turn lane. Marked, transverse crosswalks are provided at the intersection. Turn lane configurations are demarcated by reflective plates, and without striping. Reservoir Street offe rs two travel lanes in the through direction and Franklin Avenue has a single travel lane in th e through direction. The posted speed limit on Reservoir Street is 35 mph and on Franklin Avenue it is 40 mph. Traffic signals on Franklin Avenue are located on mast arms and pedestals, while th e west intersection leg (Reservoir Street) has pedestal traffic signals.
Franklin Avenue and Reservoir Street is within the ½ mile school zone of Simons Middle School.
The data analysis indicated that a total of 16 co llisions occurred at this intersection. The top collision types were broadside (38%) and head-on (25%) collisions. The top primary collision factors were unsafe speed (20%), pedestrian violations (20%), and automobile right of way (20%).
Note that 50% of collisions at this intersection were of unknown cause, according to Crossroads data.
No (0) pedestrian-involved collis ions and one (1) bicyclist-involv ed collisions occurred at this intersection. Note that the collisions labeled with pedestrian violations as the primary collision factor were incorrectly classified.
CITY OF POMONA | LRSP 85
Figure 7.27: Collision Statistics – Franklin Avenue and Reservoir Street
The recommendations for this intersection include the following:
● S08: Install signal mast arm at west leg (Reservoir Avenue) with signal heads above travel lanes. Upgrade 8’’ signal heads to 12’’ signal heads. Install retroreflective backplates on all intersection traffic signals.
7.3.16 HUMANE WAY AND ROSELAWN AVENUE
Humane Way and Roselawn Avenue is a three-leg stop-controlled intersection. Roselawn Avenue is a minor access street connecting Humane Way and Pomona Boulevard, which runs below the Humane Way overpass immediately north of the Humane Way and Roselawn Avenue intersection.
Humane Way is significantly narrower to the south of the intersection due to an additional bridge.
There are no marked crosswalks at this intersec tion, and the surrounding land use is industrial.
The posted speed limit is 40 mph on all approa ches. The striping on both Humane Way and Roselawn Avenue was recently rehabilitated.
The data analysis revealed that a total of 14 collis ions occurred at this intersection – tied for 12 th
CITY OF POMONA | LRSP 86
highest collision total of all non-signalized inte rsections citywide. The top collision types were broadside (43%) collisions, followed by rear-e nd (21%) and sideswipe (21%) collisions. The top primary collision factors were automobile ri ght of way (14%) and improper turning (14%) collisions. Note that 50% of the collisions at th is intersection were of unknown cause, according to Crossroads data.
One (1) bicyclist-involved collision occurred at Humane Way and Roselawn Avenue.
Figure 7.28: Collision Statistics – Humane Way and Roselawn Avenue
The recommendations for this intersection include the following:
● NS03: Install traffic signal (verify signal warrant).
CITY OF POMONA | LRSP 87
7.3.17 FOOTHILL BOULEVARD AND TOWNE AVENUE
Foothill Boulevard and Towne Avenue is a four-leg signalized intersection with protected left-turn phasing for the eastbound/westbound movement s and protected-permissive phasing for the northbound/southbound movements. Marked cro sswalks are provided at the intersection, including a ladder crosswalk on the east leg. On the western leg of the intersection, the median occupies a portion of the marked crosswalk. The westbound section of Foothill Boulevard features a Class II bicycle lane (with green paint) on both sides of the street.
This intersection is on the city boundary with Claremont, which has jurisdiction of Foothill Boulevard immediately to the east of this inters ection, including the green-painted bicycle lane.
The posted speed limit is 40 mph on the east leg of Foothill Boulevard and on Towne Avenue. The west leg of Foothill Boulevard has a speed limit of 45 mph. Foothi ll Transit bus stops are located at the southeastern and southwestern corners of the intersection.
Foothill Boulevard and Towne Avenue is shared jurisdiction between City of Pomona, City of Claremont (to east), and Caltrans, as Foothill Boulevard is a Caltrans-owned roadway.
The data analysis indicated that a total of 58 collisions occurred at this intersection, which was the 8 th highest collision total of all intersections ci tywide. The top collision types were rear-end collisions (36%), followed by broadside collisio ns (35%). The top primary collision factors were unsafe speed (17%) and automobile right of way ( 14%). Note that 50% of collisions at this intersection were of unknown cause, according to Crossroads data.
There were no (0) pedestrian-involved collisions at this intersection during the 5-year period.
Pedestrian-related improvements are recomme nded based on proximity to pedestrian generators, such as bus stops and large retail such as CVS and Stater Bros. Markets (in nearby Claremont). This also is the only marked crosswalk location on Foothill Boulevard between Sumner Avenue to west and Mountain Avenue to east (in Claremont) – a span of about 0.75 miles.
CITY OF POMONA | LRSP 88
Figure 7.29: Collision Statistics – Foothill Boulevard and Towne Avenue
The recommendations for this intersection include the following:
● S02: Install retroreflective backplates on all intersection traffic signals. ● S21PB: Install leading pedestrian interval (LPI) at all intersection legs. ● Other: Install high-visibility ladder crosswalks on northern, western, and southern legs of intersection.
● Other: Trim median to accommodate crosswalk width on western leg.
CITY OF POMONA | LRSP 89
7.3.18 FRANKLIN AVENUE AND PALOMARES STREET
Franklin Avenue and Palomares St reet is a three-leg non-signalized intersection that is stop- controlled in one direction (only for Palomares Street). Franklin Avenue is a primary neighborhood collector, with a Class III bicycle boulevard designation. There are no left turn lanes and no center- lane median on Franklin Avenue. Palomares Street is a smaller residential street, serving as a connector to Franklin Avenue for a sizable sing le-family residential area. Pomona Cemetery is located at the southern side of the intersection. The posted speed limit is 35 mph on both Franklin Avenue and Palomares Street.
During community outreach and conversations with the city, this part of Franklin Avenue (between Garey Avenue and Towne Avenue) was noted for unsafe speeding and unsafe left turns from neighborhood side streets onto Franklin Avenue.
The data analysis indicated that a total of 5 collisions occurred at this intersection. The top collision type was broadside collisions (40%). The top pr imary collision factors were unsafe speed (40%), improper turning (20%), and following too closely (20%). Note that another 20% of collisions at this intersection were of unknown cause, according to Crossroads data.
There were no (0) pedestrian-involved collisions at the intersection of Franklin Avenue and Palomares Street during the 5-year period.
CITY OF POMONA | LRSP 90
Figure 7.30: Collision Statistics – Franklin Avenue and Palomares Street
The recommendations for this intersection include the following:
● NS02: Convert to all-way Stop control.
CITY OF POMONA | LRSP 91
7.3.19 TOWNE AVENUE AND HARRISON AVENUE
Towne Avenue and Harrison Avenue is a four-leg signalized intersection with permissive left-turn phasing. Marked, transverse crosswalks are provided at the intersection. Towne Avenue consists of two through lanes and a left turn lane, and has a landscaped median separating the travel directions. Harrison Avenue has one through lane in both directions. On-street parking is permitted on both Towne Avenue and Harrison Avenue.
The data analysis revealed that a total of 19 co llisions occurred at this intersection. The top collision types were broadside (42%), head-on (16%), and sideswipe (16%) collisions. The top primary collision factors were pedestrian violations (26%) and automobile right of way (11%). Note that 47% of collisions at this intersection were of unknown cause, according to Crossroads data.
Two (2) pedestrian-involved collisions occurred at this intersection.
Figure 7.31: Collision Statistics – Towne Avenue and Harrison Avenue
The recommendations for this intersection include the following:
CITY OF POMONA | LRSP 92
● S02: Install nearside signals at all approaches. Upgrade 8’’ signal heads to 12’’ signal heads.
Install retroreflective backplates on all intersection traffic signals. ● S17PB: Upgrade pedestrian push buttons to APS and pedestrian signal heads to countdown pedestrian heads.
● S21PB: Modify signal phasing to implement Leading Pedestrian Intervals (LPI) for all directions.
7.3.20 TOWNE AVENUE AND BONITA AVENUE
Towne Avenue and Bonita Avenue is a four-leg si gnalized intersection with permissive left-turn phasing, and located in the northern area of Pomona. Marked, transverse crosswalks are provided at the intersection. Several apartment complexe s and assisted living facilities are in close proximity.
Towne Avenue runs north/south, co nsisting of two through lanes, and a left turn lane and right turn lane at the intersection with Bonita Avenue . To the north of the intersection, Towne Avenue is divided by a raised median, and south of the in tersection it features a two-way left turn lane.
Bonita Avenue has one through lane, a left turn lane, and a right turn lane at the intersection.
Beyond its intersection with Towne Avenue, Bonita Avenue features a two-way left turn lane. Also, Bonita Avenue contains a Class II bicycle lane. On-street parking is permitted on both Towne Avenue and Bonita Avenue, except for northbound Bonita Avenue (south of intersection) and both westbound/eastbound Bonita Avenue (to west of intersection). The speed limit is 40 mph on Towne Avenue and Bonita Avenue in this area.
Towne Avenue and Bonita Avenue is not immediat ely adjacent to any Po mona Unified schools.
However, this intersection was identified by co mmunity stakeholders as a major intersection of concern, particularly concerning left turn broadsid e collisions. This safety issue is reflected in the collision data.
The data analysis revealed that a total of 42 collisions occurred at this intersection. Though Towne Avenue and Bonita Avenue ranked 21
st in total collisions (of all inte rsections citywide), it ranked 3rd in EPDO, indicating that Towne Avenue and Bonita Avenue experien ces a disproportionate amount of severe collisions. Two-thirds of all collisions at this intersection resulted in injury (severe injury, visible injury, or complaint of pain). The top collision types were broadside (50%), head-on (23.8%), and rear end (17%) collisions. The top pr imary collision factors were automobile right of way (41%) and pedestrian violation (19%). Note that 19% of collisions at this intersection were of unknown cause, according to Crossroads data.
One (1) pedestrian-involved and one (1) bicyclist-involved collision occurred at this intersection.
CITY OF POMONA | LRSP 93
Figure 7.32: Collision Statistics – Towne Avenue and Bonita Avenue
The recommendations for this intersection include the following:
● S02: Install retro-reflective signal backplates.
● S03: Improve signal timing, coordinating left turn movements. ● S07: Provide protected left turn phasing for all approaches.
7.4 SYSTEMIC COUNTERMEASURES
7.4.1 LEADING PEDESTRIAN INTERVALS (LPI)
Pedestrians are the most vulnerable road users in the City of Pomona. Although pedestrian- involved collisions only accounted for 288 out of the 8,511 collisions (35), pedestrians were involved in 39 of the 98 (40%) fatal or severe injury (KSI) collisions citywide. To improve pedestrian safety, leading pedestrian intervals (LPI) are re commended at eight (8) signalized intersections with pedestrian-involved collisions during the 5-year analysis pe riod. An LPI gives pedestrians a 3-7 second head start when crossing an intersecti on and enhances the visi bility of a pedestrian.
Drivers are able to see the pedestrian crossing the street with the pedestrian head start. 1 1 Ink, S. (n.d.). Leading pedestrian interval. National Association of City Transportation Officials. Retrieved January 19, 2022, from https://nacto.org/publication/urban-street-design-guide/intersection-design-elements/traffic-signals/leading-pedestrian-interval/
CITY OF POMONA | LRSP 94
Locations with high numbers of pe destrian collisions (or potential for pedestrian collisions in the future) were analyzed to identify LPI locations. Modify signal phasing to implement an LPI at the following locations:
Mission Boulevard and East End Boulevard (all legs)
Mission Boulevard and Reservoir Street (all legs)
Mission Boulevard and Towne Avenue (all legs)
Holt Avenue and Towne Avenue (all legs)
Indian Hill Boulevard and San Bernardino Avenue (all legs) Garey Avenue and Orange Grove Avenue (all legs)
Foothill Boulevard and Towne Avenue (all legs)
Towne Avenue and Harrison Avenue (all legs)
This leading pedestrian interval (LPI) systemic countermeasure addresses 17 pedestrian-involved collisions (including 3 resulting in severe injury) that occurred at these 8 signalized intersections.
Over 11% of pedestrian-involved collisions at signalized intersections occurred at these 8 signalized intersections. This also addresses 3 collisions resulting in a pedestrian fatality or severe injury, which is over 7% of all pedestrian-related KSI (fatal or severe injury) collisions citywide.
Two intersections (East End Avenue and Mission Boulevard, Foothill Boulevard and Towne Avenue) are being recommended for leading pedestrian interval (LPI) modification, despite experiencing 0 pedestrian-involved collisions, du e to the intersections’ proximity to bus stops and large retail destinations. These signalized intersections will likely experience pedestrian-involved collisions in the future, and LPI will be proactively applied at these locations.
7.4.2 SUPPLEMENTAL TRAFFIC SIGNALS
Nearside traffic signals improve traffic signal visibility as drivers approach an intersection, which, in turn,
decreases the number of broadside and rear-end
collisions at a signalized intersection. Unsafe speed
violations (paired with rear-end collisions) and
broadside collisions were identified as major traffic
safety issues during th e collision data analysis.
Clusters of these collisions and top-ranking
signalized intersections were analyzed to determine
which locations would bene fit from the additional
signal head improvements. Locations for installing
the nearside traffic signals were data-driven based on unsafe speed violations as well as broadside collisions.
Install nearside supplemental traffic signals at the following locations:
CITY OF POMONA | LRSP 95
Mission Boulevard and Phillips Drive (eastbound and westbound approaches) Mission Boulevard and Humane Way (eastbound and westbound approaches) Holt Avenue and Towne Avenue (all approaches)
Grand Avenue and Garey Avenue (all approaches)
Grand Avenue and Towne Avenue (all approaches)
Fairplex Drive and Holt Avenue (all approaches)
Garey Avenue and Holt Avenue (all approaches)
Garey Avenue and Franklin Avenue (all approaches)
Towne Avenue and Harrison Avenue (all approaches)
Additionally, some traffic signal heads appear to be smaller at intersections. Consider upgrading the 8" traffic signal head to the standard traffi c signal head: 12". The standard size signal heads would make them more visible to drivers approaching the intersection, and therefore can reduce the number of right angle/broadside and unsafe speed/rear-end collisions. A total of 7 signalized locations were identified as candidates for this improvement, including the top two signalized intersections in terms of broadside collisions (Mission Boulevard and Reservoir Street, Mission Boulevard and East End Avenue).
Upgrade existing traffic signal heads from 8" to 12" at the following locations:
Mission Boulevard and East End
Boulevard
Mission Boulevard and Reservoir Street
Grand Avenue and Towne Avenue
McKinley Avenue and Orange Grove
Avenue
Garey Avenue and Franklin Avenue
Franklin Avenue and Reservoir Street
Towne Avenue and Harrison Avenue
This systemic countermeasure (supplemental traffic signals and upgraded signal heads) addresses 192 broadside collisions (14% of those occurring at signalized intersections) and 62 unsafe speed collisions (10.71% of those occurring at signaliz ed intersections), which occurred at signalized intersections listed at the 13 above project intersections.
CITY OF POMONA | LRSP 96
7.4.3 THERMOPLASTIC PAVEMENT MARKINGS
Pomona currently lacks consistent striping on many of its arterial and collector roadways.
Roadway corridors without striping for lane designations and centerlines were analyzed, and were then cross-referenced with roadway segments that experienced a large number of sideswipe, hit object, and broadside collisions (at intersections ). This analysis revealed the following top candidates for corridor-wide thermoplastic pavement marking rehabilitation:
Grand Avenue from Hansen Avenue to
East End Avenue
Holt Avenue from Dudley Street to San
Antonio Avenue
Mission Boulevard from White Avenue
to Towne Avenue
Mission Boulevard from Temple
Avenue to Westmont Avenue
Reservoir Street from Ninth Street to
Philadelphia Street
Towne Avenue from San Bernardino
Avenue to Holt Avenue
Franklin Avenue from Bolivar Street to
Reservoir Street
White Avenue from Grand Avenue to
northern city limits
Garey Avenue from Orange Grove
Avenue to Lexington Avenue
CITY OF POMONA | LRSP 97
7.4.4 RETROREFLECTIVE SIGNAL BACKPLATES
Retroreflective signal backplates are a low-cost and effective countermeasure, aimed at reducing rear-end and broadside collisions at signalized intersections, pa rticularly due to unsafe speed. This is a systemic countermeasure, developed in response to the overarching traffic safety issues of speeding and broadside collisions at signalized intersections.
This countermeasure provides motorists with better visi bility of intersection signals, allowing motorists to locate and react to intersection signal with a greater amount of time, which then reduces rear-end collisions at a signalized intersection. Over 52% of all rear -end collisions in Pomona occurred at signalized intersections. This countermeasure also lowers “angle” collision types, such as broadside collisions. Similar to rear-end collisions, over 56% of all broadside collisio ns in Pomona occurred at signalized intersections.
Signalized intersections with a high frequency of re ar-end collisions and/or broadside collisions were included within this recommendation:
Mission Boulevard and East Boulevard
Mission Boulevard and Phillips Drive
Mission Boulevard and Humane Way
Mission Boulevard and Reservoir Street
Holt Avenue and Towne Avenue
Indian Hill Boulevard and San Bernardino Avenue
Grand Avenue and Garey Avenue
Grand Avenue and Towne Avenue
Fairplex Drive and Holt Avenue
Garey Avenue and Holt Avenue
Garey Avenue and Orange Grove Avenue
Garey Avenue and Franklin Avenue
Franklin Avenue and Reservoir Street
Foothill Boulevard and Towne Avenue
Source: McCain
CITY OF POMONA | LRSP 98
Towne Avenue and Harrison Avenue
Towne Avenue and Bonita Avenue
8.0 NON-ENGINEERING SAFETY MEASURES
This section presents the non-infrastructure solutions to Pomona roadway safety needs. The programs will promote safe behavior in each plan’s identified transportation safety emphasis areas through education, law enforcement, and encouragement.
8.1 FUNDING SOURCES
Several state and federal grant programs offer to fund non-engineering roadway safety projects. The California Department of Transportation’s (Caltran s) Active Transportation Program (ATP) encourages bicycle and pedestrian use in the state by funding prog rams that increase bike or pedestrian mode share or improve bicycle or pedestrian safety. Caltrans also administers the Sust ainable Communities Grant Program, which awards grants to municipal projects that reduce Greenhouse Gas Emissions and support Multi-modal transportation. The Sustainable Communi ties Program prioritizes projects that solicit stakeholder and community engagement and support state policies like the 2040 California Transportation Plan. The California Office of Traffic Safety awards gr ants for projects addressing any one or more of ten priority areas, including Driving Under the Influence, Distracted Driving, Pedestrian and Bicycle Safety, Police Enforcement, Safety Data Collection, and Marketing/Publicity Campaigns.
At the federal level, the Advanced Transportation and Congestion Management Technologies Deployment Program funds technology to promote safety and effi ciency in the transportation system. The Highway Safety Improvement Program (HSIP) funds road way improvements on any public roadway. Table 8.1 provides a list of eligible programs and the funding sources related to transportation safety.
Table 8.1: Transportation Safety Funding Sources Summary Agency Source Eligible Programs Areas Addressed
Federal
Highway
Administration
(FHWA)
Highway Safety
Improvement
Program (HSIP)
Any work on public roads, bikeways and
pedestrian paths/trails. For the most part,
only engineering projects are eligible but
the FAST act permits funding for data
collection by law enforcement
1,2.
Data Collection
Federal
Highway
Administration
(FHWA)
Advanced
Transportation and
Congestion
Management
Technologies
Deployment
Program
Funds advanced transportation and
congestion management technologies to
improve safety, efficiency and
performance. Examples of funded project
types include advanced traveler
information systems and data collection
and analysis efforts
3. Digital Enforcement;
Technology Partnerships
CITY OF POMONA | LRSP 99
Agency Source Eligible Programs Areas Addressed
California
Department of
Transportation
(Caltrans)
Active
Transportation
Program (ATP)
Local government projects that improve
the safety or increase the mode share of
bicycling and walking. Additional
program objectives include reducing
emissions and enhancing public health
4. Bicycle and Pedestrian
Education and
Enforcement
California
Department of
Transportation
(Caltrans)
Sustainable
Communities Grant
Program
The program awards "Competitive
Grants" to local governments. These
grants prioritize projects that reduce
Greenhouse Gas Emissions, support
multi-modal transportation, involve
stakeholder/ community engagement
and support related plans like the
California Transportation Plan and
California Complete Streets Framework
5 .
Active Transportation
Speed and Education
California Office
of Traffic Safety
Office of Traffic
Safety (OTS) Grants
Programs should address one of ten
priority areas (six relevant ones listed to
the right). Grant recipients should expect
to wait up to 90 days before being
reimbursed/funded, and should be able
to provide traffic safety data to justify
funded programs6.
Driving under the
Influence of
Drugs/Alcohol (DUI)
Distracted Driving
Ped/Bike Safety
Police Enforcement
Roadway Safety and
Data Collection
Social Media/Marketing
Sources:
1. Highway Safety Improvement Program Guidelines, April 2016
2. Highway safety improvement program, Pub. L. No. 148, 23 US Code (2015). https://www.law.cornell.edu/uscode/text/23/148.
3. Advanced Transportation and Congestion Management Technologies Deployment. February 2016. https://www.fhwa.dot.gov/fastact/factsheets/advtranscongmgmtfs.cfm.
4. 2021 Active Transportation Program Guidelines. March 25, 2020. Resolution G-20-31.
5. California Department of Transportation. Sustainable Transportation Planning Grant Program. December 2019.
6. California Office of Traffic Safety Grant Manual for Federal Fiscal Year 2020. December 2019.
8.2 REAR-ENDS AND SPEEDING
Speeding contributes significantly to crash frequency an d severity. For instance, a car hitting a pedestrian is eight times more likely to kill that pedestrian wh en moving at 40 miles per hour than when moving at 20 miles per hour. In Pomona, speeding is the 3 RD most common primary collision factor and the most frequent cause of rear-end crashes. Driving at uns afe speeds causes 34% of total rear-end crashes and about 9% of all collisions citywide.
The following safety (non-engineering) programs or program elements can be considered to address rear- ends and speeding-related crashes.
CITY OF POMONA | LRSP 100
8.2.1 EDUCATION
● Create a social media campaign.
8.2.2 ENCOURAGEMENT/EMERGING TECHNOLOGY
● Partner with navigation technology companies like Google and Waze to improve in-app messaging, notifying drivers of approaching intersections.
8.2.3 ENFORCEMENT
● Install radar speed feedback signs at periodic intervals along arterials with reported speeding (such as Hamilton Boulevard). These technologies display passing drivers’ travel speed below a sign with the posted speed limit, thus showing whether drivers are traveling over the speed limit
2. ● Deploy police officers equipped with radar or lidar technology at strategic locations to ticket speeding drivers.
8.2.4 FUNDING SOURCES
Table 8.2 presents potential funding sources for the programs addressing Rear-ends and Speeding.
Regarding the program on partnering with navigation platforms, the Waze mobile app has a history of helping cities for no charge
3. The company expects cities to reciproc ate with data helpful to Waze (e.g. traffic signal or road closure information).
Table 8.2: Rear-end and Speeding Program Funding Sources
DESCRIPTION
RESPONSIBLE
AGENCY
FUNDING
SOURCE
EDUCATION
Create a social media campaign. City of Pomona OTS Grants
ENCOURAGEMENT
Partner with navigation technology
companies like Google and Waze to improve
in-app messaging, notifying drivers of
approaching intersections.
City of Pomona, Google
Advanced Transportation and
Congestion Management
Technologies Deployment
Program
ENFORCEMENT
Install Active Speed Monitors or Speed
Trailers at periodic intervals along arterials
with reported speeding.
City of Pomona Police
Department
OTS Grants, Advanced
Transportation and
Congestion Management
Technologies Deployment
Program
Deploy police officers equipped with radar or
lidar technology at strategic locations to
ticket speeding drivers.
City of Pomona Police
Department OTS Grants
2 SRTS Guide: Active Speed Monitors. (2015, July). http://guide.saferoutesinfo.org/enforcement/active_speed_monitor.cfm 3 Ungerleider, N., & Ungerleider, N. (2015, April 15). Waze Is Driving Into City Hall. Fast Company. https://www.fastcompany.com/3045080/waze-is- driving-into-city-hall
CITY OF POMONA | LRSP 101
8.3 PEDESTRIANS AND BICYCLISTS
Collisions with pedestrians and bicycles are responsible for 49% of all fata l or severe injury (KSI) collisions in Pomona. While the severity of some crashes can be reduced through changing roadway design or by better educating motorists about their behavior, measures to improve the safety awareness of pedestrians and bicyclists can also help.
The following safety (non-engineering) programs or program elements can be considered to address pedestrian and bicycle crashes:
8.3.1 EDUCATION
● Support adult bicycle rider skills classes, such as those offered by the League of American Bicyclists. ● Offer student pedestrian and bicycle traffic safety education in schools. Lessons related to walking can include the danger of walking with distractions, while bicycle lessons can include helmet and bicycle fit, hand signals, and riding safely with traffic. ● Promote a billboard or social media campaign to “walk and bike smart” and ride in the same direction as traffic.
8.3.2 ENFORCEMENT
● Offer diversion classes for bicycle riders who have been cited for traffic violations. These classes would help bicyclists learn about rights and responsibilities. ● Offer free bicycle helmets or lights and schools or community centers.
8.3.3 FUNDING SOURCES
Table 8.3: Pedestrian and Bicycle Program Funding Sources
DESCRIPTION RESPONSIBLE
AGENCY
FUNDING
SOURCE
EDUCATION
Support adult bicycle rider skills classes. City of Pomona, League of American Bicyclists OTS Grants
Offer student pedestrian and bicycle traffic safety education. Pomona Unified School District OTS Grants Promote a billboard or social media campaign. City of Pomona OTS Grants
ENFORCEMENT
Offer diversion classes for bicycle riders. City of Pomona, City of Pomona Police Department OTS Grants
Offer free bike helmets or lights. City of Pomona OTS Grants
CITY OF POMONA | LRSP 102
9.0 SAFETY PROJECTS
This section provides the project scope, collision reduction benefits calculation, cost estimation, and Benefit to Cost (B/C) ratio analysis. This section also disc usses and summarizes the proj ect prioritization for the HSIP application.
9.1 PROJECT SCOPES AND BENEFIT CALCULATIONS
The development of project scopes involves identifying one or more specific countermeasures at potential locations for safety improvements. Expected be nefits are derived by applying the proposed countermeasures and corresponding Crash Reduction Factors (CRFs) to the expected crashes. This involves:
● Identifying the current number of crashes without treatment ● Applying CRFs by type and severity
● Applying a benefit value by crash severity
● Calculating the annual collision reduction benefits and multiplying by the project life in years
Caltrans has established some key requirements and procedures for its calls-for-projects to allow agencies maximum flexibility in combining countermeasures and locations into a single project while ensuring all projects can be consistently ranked on a statewide basis. These include:
● Only a maximum of three individual countermeasures can be utilized in the B/C ratio for a project. ● For a countermeasure to be utilized in the B/C ratio calculations, it must represent a minimum of 15 percent of the project’s total construction cost. This is intended to ensure that minor and insignificant project elements are not misrepresented to the agency's major safety effort.
An engineer determining the benefits of newly inst alled infrastructure first determines the number of collisions with the potential to be prevented by the improvement. The engineer then applies the CRF, which gives the rough percentage of crashes that would be prevented. The next step in estimating the overall benefit of a proposed improvement project is multiplying the expected reduction in crashes by a generally accepted value for the “cost” of crashes. The expe cted “benefit” value for a project is the expected “reduction in costs” value from reducing future crashes. The source for the costs by collision severity level was taken from Appendix D of the Caltrans Local Roadway Safety Manual:
● Fatal - $7,219,800
● Severe Injury - $389,000
● Other Visible Injury - $159,900
● Complaint of Pain - $90,900
● Property Damage Only - $14,900
The final step in calculating the total safety project benefits is to divide the benefits by the number of years the collision data was collected (five years for this pr oject) and multiply this va lue by the project life in years.
CITY OF POMONA | LRSP 103
For this LRSP, instead of calculating project benefits manually, project benefits were derived from entering collision data directly into the HSIP Analyzer tool . The tool auto-calculates project collision reduction benefits based on the method discussed above, and re duces benefits calculated if more than one project is included due to cumulative effects.
The safety project scopes are listed in Table 9.1, including the applicable countermeasure category for each improvement and benefits calculated according to the method above.
Table 9.1: Safety Project Scopes
Project 1: Grand Avenue, from Hansen Avenue to East End Avenue
Project 2: Holt Avenue, from Dudley Street to East End Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R13 Add two-way left-
turn lane
Install two-way left-turn with
thermoplastic along entire
corridor
All 30% 20 45
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 45
R28 Install edge-lines
and centerlines
Install edge-lines with
thermoplastic along entire
corridor
All 25% 10 45
Other Restriping Refresh roadway striping along
entire roadway segment - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 63
R28 Restriping
Replace pavement markers with
thermoplastic or paint from
Dudley Street to San Antonio
Avenue
All 25% 10 63
CITY OF POMONA | LRSP 104
Project 3: Mission Boulevard, from Dudley Street to Towne Avenue
Project 4: Mission Boulevard, from Temple Avenue to Westmont Avenue
Project 5: Reservoir Street, from Ninth Street to Philadelphia Street
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 25
R28 Restriping
Replace pavement markers
with thermoplastic or paint
from White Avenue to Towne
Avenue
All 25% 10 25
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R21 Improve pavement
friction
Improve pavement friction at
southbound approaches to all
intersections of the corridor
All 55% 10 69
R22 Install/upgrade
signage
Install or upgrade signs with
new fluorescent sheeting.
Install additional warning signs.
All 15% 10 69
Other Restriping Refresh roadway striping along
entire roadway segment. - - -
Other Sidewalks
Install sidewalks along the
corridor to eliminate gaps in
sidewalk network
- - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 6
R28 Restriping
Replace pavement markers
with thermoplastic or paint
from Ninth Street to southern
city limit
All 25% 10 6
CITY OF POMONA | LRSP 105
Project 6: Towne Avenue, from San Bernardino Avenue to Holt Avenue
Project 7: Franklin Avenue, from Bolivar Street to Reservoir Street
Project 8: White Avenue, from Val Vista Street/Preciado Street to William Street
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R08 Install raised
median
Install raised median to fill
gaps in median along the
corridor and to limit unsafe
turning movements along the
roadway
All 25% 20 55
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 55
R28 Restriping
Remove pavement markers
and restripe light concrete with
contrast striping from Arrow
Hwy to Holt Ave
All 25% 10 55
R32PB Install Bike Lanes
Consider narrowing sidewalk
from 16’ to 12’ and install Class
II bike lanes
Pedestrian
and Bicycle 35% 20 -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with
new fluorescent sheeting All 15% 10 41
R28 Restriping
Install edge-lines with
thermoplastic along entire
corridor
All 25% 10 41
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 53
R28 Restriping
Replace pavement markers
with thermoplastic or paint
from Grand Ave to the
northern city limit
All 25% 10 53
CITY OF POMONA | LRSP 106
Project 9: Garey Avenue, from Orange Grove Avenue to Lexington Avenue
Project 10: Hamilton Boulevard, from Phillips Boulevard to Lexington Avenue
Project 11: East End Avenue & Mission Boulevard
Project 12: Mission Boulevard & Phillips Drive
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 131
R28 Restriping
Replace pavement markers
with thermoplastic or paint
from Grand Avenue to the
northern city limit
All 25% 10 131
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
R22 Install/upgrade
signage
Install/upgrade signs with new
fluorescent sheeting All 15% 10 3
Other Speed
Enforcement
Implement radar patrolling - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Upgrade signal head from 8"
to 12" at all corners All 15% 10 58
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 10
Other Restriping Rehabilitate roadway striping - - -
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Install nearside traffic signal at
westbound and eastbound
approach of Mission
Boulevard.
All 15% 10 12
CITY OF POMONA | LRSP 107
Project 13: Mission Boulevard & Humane Way
Project 14: Mission Boulevard & Reservoir Street
Project 15: Mission Boulevard & Towne Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Install nearside traffic signal
at westbound and
eastbound approach of
Mission Boulevard.
All 15% 10 37
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Upgrade signal head from 8"
to 12" at:
- Northwest corner
- Southeast corner (x2)
All 15% 10 75
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 3
Other Curb Extension
Install a curb extension on the
northeast corner into Reservoir
St
- - -
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 2
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
CITY OF POMONA | LRSP 108
Project 16: Holt Avenue & Towne Avenue
Project 17: Indian Hill Boulevard & San Bernardino Avenue
Project 18: Grand Avenue & Garey Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Install nearside signal heads at all approaches All 15% 10 71
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 6
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Install nearside signal heads at
the north and southbound
approaches
All 15% 10 67
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 2
R28 Restriping
Replace pavement markers
with thermo plastic or paint
along Indian Hill Blvd from San
Bernardino Ave to Holt Blvd
(4,646ft)
All 25% 10 49
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Install nearside signal heads at all approaches All 15% 10 37
CITY OF POMONA | LRSP 109
Project 19: Grand Avenue & Towne Avenue
Project 20: McKinley Avenue & Orange Grove Avenue
Project 21: Fairplex Drive & Holt Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Install nearside signal heads
at all approaches
Upgrade to LED signal heads
Upgrade 8" lenses to 12"
lenses
All 15% 10 19
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Upgrade signal head from 8"
to 12" at:
-Northwest corner
-Southeast corner
-Southwest corner
All 15% 10 60
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Upgrade signal heads to
provide protected phasing
Provide "no right turn on red"
restrictions for all approaches
Install retroreflective
backplates
All 15% 10 59
S03 Improve signal
timing
Restrict southbound U-turns All 15% 10 11
S07 Provide protected
left turn phase
Provide protected left turn
phasing for all approaches All 30% 20 11
Other Relocate crosswalk
Trim median to accommodate
crosswalk width on east leg,
and install a semicircular
median just west of crosswalk
- - -
CITY OF POMONA | LRSP 110
Project 22: Garey Avenue & Holt Avenue
Project 23: Garey Avenue & Orange Grove Avenue
Project 24: Garey Avenue & Franklin Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Install nearside signal heads
at all approaches All 15% 10 67
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification
Install nearside signals at all
approaches
Upgrade signal head from 8"
to 12" at:
-Northwest corner
-Northeast corner
-Southwest corner
All 15% 10 59
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 3
Other High Visibility
Crosswalks
Install high visibility crosswalks
at all legs - - -
Other Curb Extension Install a curb extension on the
northeast corner - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S08 Signal Modification
Install signal mast arm at east
and west legs. Install nearside
traffic signals at all
approaches.
All 30% 20 14
CITY OF POMONA | LRSP 111
Project 25: Franklin Avenue & Reservoir Street
Project 26: Humane Way & Roselawn Avenue
Project 27: Foothill Boulevard & Towne Avenue
Project 28: Franklin Avenue & Palomares Street
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S08 Signal Modification
Upgrade signal head from 8"
to 12" at all corners. Install
signal mast arm at west leg
(Reservoir Avenue) with
signal heads above travel
lanes.
All 30% 20 16
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
NS03 Install signals Install traffic signal All 15% 10 15 CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 4
Other High Visibility
Crosswalks
Install high visibility crosswalks
at the north, west, and south
legs
- - -
Other Relocate
crosswalks
Trim median to accommodate
crosswalk width on western leg - - -
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
NS02 Convert to all-way
stop control
Convert to all-way stop
control All 50% 10 9
CITY OF POMONA | LRSP 112
Project 29: Towne Avenue & Harrison Avenue
Project 30: Towne Avenue & Bonita Avenue
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Upgrade signal head from 8"
to 12" at all corners All 15% 10 19
S17PB Signal Modification
Upgrade pedestrian push
buttons to APS and
pedestrians to countdown
pedestrian heads
All 25% 20 5
S21PB Signal Modification
Install leading pedestrian
interval (LPI) at all intersection
legs
All 60% 10 5
CM
No.
Countermeasure
Names
Description
Collision
Type
CRF
Project
Life
(Years)
No. of
Preventable
Collisions
S02 Signal Modification Install retroreflective
backplates All 15% 10 42
S03 Signal Modification
Improve signal timing
(coordination, phases, and
operation)
All 15% 10 42
S07 Signal Modification Provide protected left turn
phasing for all approaches All 30% 20 21
CITY OF POMONA | LRSP 113
9.2 COST ESTIMATE
Planning-level cost estimates were developed for each countermeasure. Cost estimates were prepared based on recent bid tabulations and estimates of curre nt construction costs consisting of unit-based cost estimates and contingencies. The costs include construction costs and include engineering and administrative costs. A contingency is added to the construction cost of each project depending on the complexity of the scope. The engineering and administration cost is assumed to be 25 percent of the total construction cost, including the contingency. The cost estimates are included in Appendix C.
9.3 BENEFIT/COST RATIO
A Benefit/Cost Ratio (BCR) is the ratio of a project's benefits relative to its costs, and both are expressed in monetary terms. The BCR is calculated by taking a proj ect’s overall benefit and dividing it by the overall project cost. Projects with a higher BCR mean greater benefits relative to costs, while a lower BCR means fewer benefits than costs.
Based on Caltrans’s need for a fair, data-driven, st atewide project selection process for HSIP call-for- projects, the benefit and cost calculations were co mpleted using the same process shown in the HSIP Analyzer to calculate the B/C ratio of the project. The B/C ratios were used to id entify the projects with high cost-effectiveness that may have a greater chance of receiving federal funding in Caltrans call-for- projects. Table 9.2 summarizes the B/C ratio proposed safety projects. The benefit/cost ratio is calculated according to the HSIP Analyzer from the HSIP grant application.
CITY OF POMONA | LRSP 114
Table 9.2: Benefits/Cost Ratio Analysis by Safety Project ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
1 Grand Avenue, from
Hansen Avenue to East
End Avenue
R13 Add two-way left-
turn lane $1,608,600 $88,704 18.1 90% $79,834 $8,870
R22 Install/upgrade
signage $402,150 $42,240 9.5 90% $38,016 $4,224
R28 Install edge-lines
and centerlines $670,250 $88,704 7.6 90% $79,834 $8,870 Other Restriping -
MOBILIZATION & DEMOBILIZATION $24,153
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $24,153
FINAL DESIGN $40,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $24,153
30% CONTINGENCY $109,016
18% INFLATION (3% PER YEAR @ 6 YEARS) $85,033
TOTAL $557,436 4.8 $197,683 $21,965
2 Holt Avenue from Dudley
Street to East End Avenue
R22 Install/upgrade
signage $4,859,730 $16,000 303.7 90% $14,400 $1,600
R28 Restriping $8,099,550 $200,133 40.5 90% $180,120 $20,013 MOBILIZATION & DEMOBILIZATION $21,613
CITY OF POMONA | LRSP 115
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $21,613
FINAL DESIGN $40,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $21,613
30% CONTINGENCY $99,112
18% INFLATION (3% PER YEAR @ 6 YEARS) $77,307
TOTAL $506,791 30.9 $392,203 $43,578
3 Mission Boulevard from
Dudley Street to Towne
Avenue
R22 Install/upgrade
signage $3,430,470 $10,500 326.7 90% $9,450 $1,050
R28 Restriping $5,717,450 $87,014 65.7 90% $78,313 $8,701 MOBILIZATION & DEMOBILIZATION $9,751
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $9,751
FINAL DESIGN $30,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $9,751
30% CONTINGENCY $48,723
18% INFLATION (3% PER YEAR @ 6 YEARS) $38,004
TOTAL $249,134 99.5 $479,966 $53,330
4 Mission Boulevard from
Temple Avenue to
Westmont Avenue
R21 Improve pavement
friction $5,705,920 $400,000 14.3 90% $360,000 $40,000
R22 Install/upgrade
signage $1,556,160 $10,000 155.6 90% $9,000 $1,000
CITY OF POMONA | LRSP 116
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
Other Restriping - $113,119 0.0
Other Sidewalks - $1,418,240 -
MOBILIZATION & DEMOBILIZATION $194,136
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $194,136 CONSTRUCTION SURVEY AND MONUMENTATION $20,000
FINAL DESIGN $125,000
CONSTRUCTION MANAGEMENT AND INSPECTION $193,640
PROJECT MANAGEMENT $194,136
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $5,000
30% CONTINGENCY $858,722
18% INFLATION (3% PER YEAR @ 6 YEARS) $670,703
TOTAL $4,396,832 0.4 $369,000 $41,000
5 Reservoir Street from
Ninth Street to
Philadelphia Street
R22 Install/upgrade
signage $895,350 $10,500 85.3 90% $9,450 $1,050
R28 Restriping $1,492,250 $191,432 7.8
MOBILIZATION & DEMOBILIZATION $20,193
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $20,193
FINAL DESIGN $30,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $20,193
30% CONTINGENCY $90,573
18% INFLATION (3% PER YEAR @ 6 YEARS) $70,647
TOTAL $463,131 8.5 $9,450 $1,050
CITY OF POMONA | LRSP 117
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
6 Towne Avenue from San
Bernardino Avenue to Holt
Avenue
R08 Install raised
median $7,569,700 $225,000 33.6 90% $202,500 $22,500
R22 Install/upgrade
signage $2,270,910 $10,500 216.3 90% $9,450 $1,050
R28 Restriping $3,784,850 $63,360 59.7 90% $57,024 $6,336 Other Restriping - $174,029 -
MOBILIZATION & DEMOBILIZATION $47,289
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $47,289
FINAL DESIGN $20,000
CONSTRUCTION MANAGEMENT AND INSPECTION $90,000
PROJECT MANAGEMENT $18,800
30% CONTINGENCY $47,289
18% INFLATION (3% PER YEAR @ 6 YEARS) $2,000
TOTAL $1,142,975 11.9 $268,974 $29,886
7 Franklin Avenue from
Bolivar Street to Reservoir
Street
R22 Install/upgrade
signage $1,184,400 $37,000 32.0 90% $33,300 $3,700
R28 Restriping $1,974,000 $92,252 21.4 90% $83,027 $9,225 MOBILIZATION & DEMOBILIZATION $12,925
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $12,925
FINAL DESIGN $20,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $12,925
CITY OF POMONA | LRSP 118
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
30% CONTINGENCY $58,100
18% INFLATION (3% PER YEAR @ 6 YEARS) $45,318
TOTAL $297,085 49.9 $116,327 $12,925
8 White Avenue from Val
Vista Street/Preciado
Street to William Street
R22 Install/upgrade
signage $941,310 $79,200 11.9 90% $71,280 $7,920
R28 Restriping $1,568,850 $261,0 43 6.0 90% $234,939 $26,104 MOBILIZATION & DEMOBILIZATION $34,024
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $34,024
FINAL DESIGN $40,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $34,024
30% CONTINGENCY $147,515
18% INFLATION (3% PER YEAR @ 6 YEARS) $115,062
TOTAL $754,292 23.0 $306,219 $34,024
9 Garey Avenue from
Orange Grove Avenue to
Lexington Avenue
R22 Install/upgrade
signage $4,011,660 $66,000 60.8 90% $59,400 $6,600
R28 Restriping $6,686,100 $222,840 30.0 90% $200,556 $22,284 MOBILIZATION & DEMOBILIZATION $28,884
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $4,000
CONSTRUCTION SURVEY AND MONUMENTATION $5,000
FINAL DESIGN $35,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $28,884
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
CITY OF POMONA | LRSP 119
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
30% CONTINGENCY $120,002
18% INFLATION (3% PER YEAR @ 6 YEARS) $93,782
TOTAL $614,792 34.7 $259,956 $28,884
10 Hamilton Boulevard from
Philips Boulevard to
Lexington Avenue
R22 Install/upgrade
signage $13,410 $13,200 1.0 90% $11,880 $1,320
Other Speed
enforcement -
MOBILIZATION & DEMOBILIZATION $10,320
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $10,320
CONSTRUCTION SURVEY AND MONUMENTATION $10,000
FINAL DESIGN $35,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $10,320
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
30% CONTINGENCY $56,568
18% INFLATION (3% PER YEAR @ 6 YEARS) $44,303
TOTAL $290,431 73.5 $11,880 $1,320
11 East End Avenue &
Mission Boulevard
S02 Signal Modification $1,148,160 $11,500 99.8 90% $10,350 $1,150 S21PB Signal Modification $1,504, 800 $5,000 301.0 90% $4,500 $500 R28 Restriping $1,913,600 $10,720 178.5 90% $9,648 $1,072 Other High Visibility
Crosswalks - $10,000 -
MOBILIZATION & DEMOBILIZATION $3,722
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
CITY OF POMONA | LRSP 120
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
FINAL DESIGN $20,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $3,722
30% CONTINGENCY $21,691
18% INFLATION (3% PER YEAR @ 6 YEARS) $16,919
TOTAL $110,914 41.2 $24,498 $2,722
12 Mission Boulevard &
Phillips Drive S02 Signal Modification $188,340 $4,900 38.4 90% $4,410 $490 MOBILIZATION & DEMOBILIZATION $1,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $490
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $6,945
18% INFLATION (3% PER YEAR @ 6 YEARS) $5,417
TOTAL $35,512 5.3 $4,410 $490
13 Mission Boulevard &
Humane Way S02 Signal Modification $542,490 $4,900 110.7 90% $4,410 $490 MOBILIZATION & DEMOBILIZATION $1,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $490
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $6,945
18% INFLATION (3% PER YEAR @ 6 YEARS) $5,417
TOTAL $35,512 15.3 $4,410 $490
CITY OF POMONA | LRSP 121
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
14 Mission Boulevard &
Reservoir St
S02 Signal Modification $2,243,910 $7,000 320.6 90% $6,300 $700 S21PB Signal Modification $6,433,20 0 $5,000 1,286.6 90% $4,500 $500 Other Curb Extension - $200,000 -
Other High Visibility
Crosswalks - $10,000 -
MOBILIZATION & DEMOBILIZATION $22,200
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
CONSTRUCTION SURVEY AND MONUMENTATION $5,000
FINAL DESIGN $45,000
CONSTRUCTION MANAGEMENT AND INSPECTION $28,200
PROJECT MANAGEMENT $22,200
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
30% CONTINGENCY $103,980
18% INFLATION (3% PER YEAR @ 6 YEARS) $81,284
TOTAL $532,864 16.3 $10,800 $1,200
15 Mission Boulevard &
Towne Avenue
S21PB Signal Modification $218,160 $5,000 43.6 90% $4,500 $500 Other High Visibility
Crosswalks - $10,000 -
MOBILIZATION & DEMOBILIZATION $1,500
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $1,500
FINAL DESIGN $15,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $1,500
30% CONTINGENCY $11,478
CITY OF POMONA | LRSP 122
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
18% INFLATION (3% PER YEAR @ 6 YEARS) $8,953
TOTAL $58,691 3.7 $4,500 $500
16 Holt Avenue & Towne
Avenue
S02 Signal Modification $851,970 $7,300 116.7 90% $6,570 $730 S21PB Signal Modification $820,080 $5,000 164.0 90% $4,500 $500 Other High Visibility
Crosswalks - $10,000 -
MOBILIZATION & DEMOBILIZATION $2,230
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
FINAL DESIGN $15,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $14,487
18% INFLATION (3% PER YEAR @ 6 YEARS) $11,300
TOTAL $74,077 22.6 $11,070 $1,230
17 Indian Hill Boulevard &
San Bernardino Avenue
S02 Signal Modification $1,367,820 $4,900 279.1 90% $4,410 $490 S21PB Signal Modification $383,760 $5,000 76.8 90% $4,500 $500 Other High Visibility
Crosswalks - $10,000
-
MOBILIZATION & DEMOBILIZATION $1,990
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $4,000
FINAL DESIGN $15,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
CITY OF POMONA | LRSP 123
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $14,859
18% INFLATION (3% PER YEAR @ 6 YEARS) $11,590
TOTAL $75,979 23.1 $8,910 $990
18 Grand Avenue & Garey
Avenue S02 Signal Modification $677,190 $25,300 26.8 90% $22,770 $2,530 MOBILIZATION & DEMOBILIZATION $2,530
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,530
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $14,700
18% INFLATION (3% PER YEAR @ 6 YEARS) $11,466
TOTAL $75,166 9.0 $22,770 $2,530
19 Grand Avenue & Towne
Avenue S02 Signal Modification $861,060 $25,300 34.0 90% $22,770 $2,530 MOBILIZATION & DEMOBILIZATION $2,530
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,530
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $14,700
18% INFLATION (3% PER YEAR @ 6 YEARS) $11,466
TOTAL $75,166 11.5 $22,770 $2,530
20 McKinley Avenue &
Orange Grove Avenue S02 Signal Modification $1,005,030 $4,500 223.3 90% $4,050 $450 MOBILIZATION & DEMOBILIZATION $1,000
CITY OF POMONA | LRSP 124
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $7,278
18% INFLATION (3% PER YEAR @ 6 YEARS) $5,677
TOTAL $37,215 27.0 $4,050 $450
21 Fairplex Drive & Holt
Avenue
S02 Signal Modification $891,630 $57,300 15.6 90% $51,570 $5,730 S03 Improve signal
timing $71,970
$500,000
0.7 90%
$450,000 $50,000
S07 Provide protected
left turn phase $287,880 0.7 90%
Other Relocate crosswalk - $35,000 -
MOBILIZATION & DEMOBILIZATION $59,230
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $4,000
CONSTRUCTION SURVEY AND MONUMENTATION $5,000
FINAL DESIGN $35,000
CONSTRUCTION MANAGEMENT AND INSPECTION $28,200
PROJECT MANAGEMENT $59,230
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
30% CONTINGENCY $234,888
18% INFLATION (3% PER YEAR @ 6 YEARS) $183,393
TOTAL $1,202,241 1.0 $501,570 $55,730
22 Garey Avenue & Holt
Avenue S02 Signal Modification $1,146,1 20 $7,300 157.0 90% $6,570 $730 MOBILIZATION & DEMOBILIZATION $1,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
CITY OF POMONA | LRSP 125
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $3,760
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $8,118
18% INFLATION (3% PER YEAR @ 6 YEARS) $6,332
TOTAL $41,510 27.6 $6,570 $730
23 Garey Avenue & Orange
Grove Avenue
S02 Signal Modification $8,460 $9,200 92.0 90% $8,280 $920 S21PB Signal Modification $410,040 $5,000 82.0 90% $4,500 $500 Other High Visibility
Crosswalks - $10,000 -
Other Curb Extension - $240,000 -
MOBILIZATION & DEMOBILIZATION $26,430
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $4,000
CONSTRUCTION SURVEY AND MONUMENTATION $5,000
FINAL DESIGN $35,000
CONSTRUCTION MANAGEMENT AND INSPECTION $28,200
PROJECT MANAGEMENT $26,430
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
30% CONTINGENCY $116,808
18% INFLATION (3% PER YEAR @ 6 YEARS) $91,290
TOTAL $598,358 0.7 $12,780 $1,420
24 Garey Avenue & Franklin
Avenue S08 Signal Modification $3,089,640 $257,300 3.0 90% $231,570 $25,730 MOBILIZATION & DEMOBILIZATION $25,730
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $25,730
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
CITY OF POMONA | LRSP 126
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
PROJECT MANAGEMENT $25,730
30% CONTINGENCY $106,167
18% INFLATION (3% PER YEAR @ 6 YEARS) $82,810
TOTAL $542,867 5.7 $231,570 $25,730
25 Franklin Avenue &
Reservoir Street S08 Signal Modification $916,080 $1 30,500 7.0 90% $117,450 $13,050 MOBILIZATION & DEMOBILIZATION $50,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $50,000
30% CONTINGENCY $186,420
18% INFLATION (3% PER YEAR @ 6 YEARS) $145,408
TOTAL $290,003 3.2 $117,450 $13,050
26 Humane Way & Roselawn
Avenue NS03 Install signals $176,850 $500,000 0.4 90% $450,000 $50,000 MOBILIZATION & DEMOBILIZATION $50,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $9,400
PROJECT MANAGEMENT $50,000
30% CONTINGENCY $186,420
18% INFLATION (3% PER YEAR @ 6 YEARS) $145,408
TOTAL $953,228 0.2 $450,000 $50,000
CITY OF POMONA | LRSP 127
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
27 Foothill Boulevard &
Towne Avenue
S21PB Signal Modification $336,720 $5,000 67.3 90% $4,500 $500 Other High Visibility
Crosswalks - $7,500 -
Other Relocate
crosswalks - $275,000 -
MOBILIZATION & DEMOBILIZATION $28,750
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
CONSTRUCTION SURVEY AND MONUMENTATION $5,000
FINAL DESIGN $40,000
CONSTRUCTION MANAGEMENT AND INSPECTION $28,200
PROJECT MANAGEMENT $28,750
STORMWATER BEST MANAGEMENT PRACTICES (BMPs) $1,000
30% CONTINGENCY $126,060
18% INFLATION (3% PER YEAR @ 6 YEARS) $98,507
TOTAL $645,767 0.5 $4,500 $500
28 Franklin Avenue &
Palomares Street NS02 Convert to all-way
stop control $355,100 $3,434 103.4 90% $3,091 $343
MOBILIZATION & DEMOBILIZATION $1,000
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $343
FINAL DESIGN $5,000
CONSTRUCTION MANAGEMENT AND INSPECTION $1,880
PROJECT MANAGEMENT $3,000
30% CONTINGENCY $4,397
18% INFLATION (3% PER YEAR @ 6 YEARS) $3,430
TOTAL $22,484 15.8 $3,091 $343
29 Towne Avenue & Harrison
Avenue
S02 Signal Modification $370,830 $17,800 20.8 90% $16,020 $1,780 S17PB Signal Modification $661,500 $27,000 24.5 90% $24,300 $2,700 CITY OF POMONA | LRSP 128
ID Location CM # Countermeasure
Names
Collision
Benefits
Cost ($)
Estimation
Benefit/Cost
Ratio (BCR)
HSIP
Max
Share
HSIP
Amount
Local
Amount
S21PB Signal Modification $793,800 $5,000 158.8 90% $4,500 $500 MOBILIZATION & DEMOBILIZATION $4,980
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $4,980
FINAL DESIGN $15,000
CONSTRUCTION MANAGEMENT AND INSPECTION $5,640
PROJECT MANAGEMENT $4,980
30% CONTINGENCY $25,614
18% INFLATION (3% PER YEAR @ 6 YEARS) $19,979
TOTAL $130,973 13.9 $44,820 $4,980
30 Towne Avenue & Bonita
Avenue
S02 Signal Modification $3,430,470 $2,500 1,372.2 90% $2,250 $250 S03 Signal Modification $3,430,470 $10,000 343.0 90% $9,000 $1,000 S07 Signal Modification $6,224,640 $500,000 12.4 90% $450,000 $50,000 MOBILIZATION & DEMOBILIZATION $51,250
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY $2,000
FINAL DESIGN $10,000
CONSTRUCTION MANAGEMENT AND INSPECTION $18,800
PROJECT MANAGEMENT $51,250
30% CONTINGENCY $193,740
18% INFLATION (3% PER YEAR @ 6 YEARS) $151,117
TOTAL $990,657 13.2 $461,250 $51,250
CITY OF POMONA | LRSP 129
Table 9.3: Benefits/Cost Ratio Analysis by Systemic Safety Project
CM# Countermeasure Location Crash
Benefits Cost ($) Benefit/Cost
Ratio
HSIP Max
Share
HSIP
Amount
Local
Amount
S02 Upgrade signal
hardware
East End Avenue & Mission
Boulevard $1,148,160 $11,500 99.8 90% $10,350 $1,150
Mission Boulevard & Phillips
Drive $188,340 $4,900 38.4 90% $4,410 $490
Mission Boulevard & Humane
Way $542,490 $4,900 110.7 90% $4,410 $490
Mission Boulevard & Reservoir St $2,243,910 $7,000 320.6 90% $6,300 $700 Holt Avenue & Towne Avenue $851,970 $7,300 116.7 90% $6,570 $730 Indian Hill Boulevard & San
Bernardino Avenue $1,367,820 $4,900 279.1 90% $4,410 $490 Grand Avenue & Garey Avenue $677,190 $25,300 26.8 90% $22,770 $2,530 Grand Avenue & Towne Avenue $861,060 $25,300 34.0 90% $22,770 $2,530 McKinley Avenue & Orange
Grove Avenue $1,005,030 $4,500 223.3 90% $4,050 $450
Fairplex Drive & Holt Avenue $891,630 $57,300 15.6 90% $51,570 $5,730 Garey Avenue & Holt Avenue $1,146,120 $7,300 157.0 90% $6,570 $730 Garey Avenue & Orange Grove
Avenue $846,030 $9,200 92.0 90% $8,280 $920
CITY OF POMONA | LRSP 130
Garey Avenue & Franklin Avenue $772,410 $257,300 3.0 90% $231,570 $25,730 Towne Avenue & Harrison
Avenue $370,830 $17,800 20.8 90% $16,020 $1,780
TOTAL $16,343,460 $447,000 36.6 $402,300 $44,700
S21PB
Signal
Modification
East End Avenue & Mission
Boulevard $1,504,800 $5,000 301.0 90% $4,500 $500
Mission Boulevard & Reservoir St $6,433,200 $5,000 1,286.6 90% $4,500 $500 Mission Boulevard & Towne
Avenue $218,160 $5,000 43.6 90% $4,500 $500
Holt Avenue & Towne Avenue $820,080 $5,000 164.0 90% $4,500 $500 Indian Hill Boulevard & San
Bernardino Avenue $383,760 $5,000 76.8 90% $4,500 $500
Garey Avenue & Orange Grove
Avenue $410,040 $5,000 82.0 90% $4,500 $500
Foothill Boulevard & Towne
Avenue $336,720 $5,000 67.3 90% $4,500 $500
Towne Avenue & Harrison
Avenue $793,800 $5,000 158.8 90% $4,500 $500
TOTAL $10,900,560 $40,000 272.5 $36,000 $4,000
R22
Install/Upgrade
signage
Grand Avenue from Hansen
Avenue to East End Avenue $402,150 $42,240 9.5 90% $38,016 $4,224 Holt Avenue from Dudley Street
to East End Avenue $4,859,730 $16,000 303.7 90% $14,400 $1,600 Mission Boulevard from Dudley
Street to Towne Avenue $3,430,470 $10,500 326.7 90% $9,450 $1,050 Mission Boulevard from Temple
Avenue to Westmont Avenue $1,556,160 $10,000 155.6 90% $9,000 $1,000
CITY OF POMONA | LRSP 131
Reservoir Street from Ninth
Street to Philadelphia Street $895,350 $10,500 85.3 90% $9,450 $1,050 Towne Avenue from San
Bernardino Avenue to Holt
Avenue
$2,270,910 $10,500 216.3 90% $9,450 $1,050
Franklin Avenue from Bolivar
Street to Reservoir Street $1,184,400 $37,000 32.0 90% $33,300 $3,700 White Avenue from Val Vista
Street/Preciado Street to William
Street
$941,310 $79,200 11.9 90% $71,280 $7,920
Garey Avenue from Orange
Grove Avenue to Lexington
Avenue
$4,011,660 $66,000 60.8 90% $59,400 $6,600
Hamilton Boulevard from Philips
Boulevard to Lexington Avenue $13,410 $13,200 1.0 90% $11,880 $1,320 TOTAL $19,565,550 $295,140 66.3 $265,626 $29,514
R28 Restriping
East End Avenue & Mission
Boulevard $1,913,600 $10,720 178.5 90% $9,648 $1,072
Grand Avenue from Hansen
Avenue to East End Avenue $670,250 $88,704 7.6 90% $79,834 $8,870 Holt Avenue from Dudley Street
to East End Avenue $8,099,550 $200,133 40.5 90% $180,120 $20,013 Mission Boulevard from Dudley
Street to Towne Avenue $5,717,450 $87,014 65.7 90% $78,313 $8,701 Reservoir Street from Ninth
Street to Philadelphia Street $1,492,250 $191,432 7.8
Towne Avenue from San
Bernardino Avenue to Holt
Avenue
$3,784,850 $63,360 59.7 90% $57,024 $6,336
Franklin Avenue from Bolivar
Street to Reservoir Street $1,974,000 $92,252 21.4 90% $83,027 $9,225 CITY OF POMONA | LRSP 132
White Avenue from Val Vista
Street/Preciado Street to William
Street
$1,568,850 $261,043 6.0 90% $234,939 $26,104
Garey Avenue from Orange
Grove Avenue to Lexington
Avenue
$6,686,100 $222,840 30.0 90% $200,556 $22,284
TOTAL $31,906,900 $1,217,498 26.2 $923,459 $102,607
CITY OF POMONA | LRSP 133
The average BCR of HSIP 9 selected projects is 17. 7. Depending on the minimum reimbursement amount and BCR of HSIP Cycle 11, the City can either select th e eligible individual projects or group projects as a systemic improvement, as shown in Table 9.3 , for the HSIP funding application. The City may also determine which project to be prioritized based on available funding sources, public support, and other factors.
9.4 PROJECT PRIORITIZATION
A prioritized list of safety projects for the HSIP application was identified. The B/C ratios may be used as a guide to identifying the projects with high cost-effect iveness that have the greatest chance of receiving federal funding in Caltrans call-for-projects.
BCR is not the only guide to prioritize and implement a countermeasure. The safety project list will be used as a reference on which safety project to implement first. The implementation timeline will be dependent on the City’s goals and funding eligibility. The City may choose to move forward with any of these safety projects in any order, depending on funding availability. If the applications are approved for funding, these projects should not be applied for fu ture HSIP cycles. If the safety pr ojects are not funded by the HSIP Cycle 11, then those projects could be considered for reapplying for funding in future cycles.
Because HSIP grants are competitive, it is typically appropriate to apply only for projects with an estimated BCR considered high. According to the HSIP grant appl ication guidelines, a safety project needs to be at least $100,000 and a minimum of 3.5 BCR to submit an HSIP Cycle 10 application.
Taking the HSIP application into consideration, Table 9.4 summarizes the BCR analysis for the safety project. The safety projects are categorized by countermeasure ID and are prioritized by BCR. The City may use the list from Table 8.3 to determine which will be implemented based on the City’s goals and funding availability. The City may also determine which project to be prioritized based on available funding sources, public support, and other factors. Additionally, Table 9.5 lists the top locations for prioritization based on the BCR analysis.
Table 9.4 Benefits/Cost Ratio Analysis by Recommended Safety Projects Location CM# Countermeasure Crash
Benefits Cost ($) Benefit/Cost
Ratio
Towne Avenue &
Bonita Avenue S02 Signal
Modification $3,430,470 $2,500.00 1372.2
Mission Boulevard &
Reservoir St S21PB Signal
Modification $6,433,200 $5,000.00 1286.6
Towne Avenue &
Bonita Avenue S03 Signal
Modification $3,430,470 $10,000.00 343.0
CITY OF POMONA | LRSP 134
Location CM# Countermeasure Crash
Benefits Cost ($) Benefit/Cost
Ratio
Towne Avenue from
San Bernardino
Avenue to Holt Avenue
R22 Install/upgrade
signage $2,270,910 $10,500.00 216.3
East End Avenue &
Mission Boulevard R28 Restriping $1,913,600 $10,720.00 178.5 Holt Avenue & Towne
Avenue S21PB Signal
Modification $820,080 $5,000.00 164.0
Towne Avenue &
Harrison Avenue S21PB Signal
Modification $793,800 $5,000.00 158.8
Garey Avenue & Holt
Avenue S02 Signal
Modification $1,146,120 $7,300.00 157.0
Mission Boulevard
from Temple Avenue
to Westmont Avenue
R22 Install/upgrade
signage $1,556,160 $10,000.00 155.6
Holt Avenue & Towne
Avenue S02 Signal
Modification $851,970 $7,300.00 116.7
Mission Boulevard &
Humane Way S02 Signal
Modification $542,490 $4,900.00 110.7
Franklin Avenue &
Palomares Street NS02 Convert to all-way
stop control $355,100 $3,434.00 103.4
East End Avenue &
Mission Boulevard S02 Signal
Modification $1,148,160 $11,500.00 99.8
Garey Avenue &
Orange Grove Avenue S02 Signal
Modification $846,030 $9,200.00 92.0
Reservoir Street from
Ninth Street to
Philadelphia Street
R22 Install/upgrade
signage $895,350 $10,500.00 85.3
Garey Avenue &
Orange Grove Avenue S21PB Signal
Modification $410,040 $5,000.00 82.0
Indian Hill Boulevard &
San Bernardino
Avenue
S21PB Signal
Modification $383,760 $5,000.00 76.8
Foothill Boulevard &
Towne Avenue S21PB Signal
Modification $336,720 $5,000.00 67.3
CITY OF POMONA | LRSP 135
Location CM# Countermeasure Crash
Benefits Cost ($) Benefit/Cost
Ratio
Mission Boulevard
from Dudley Street to
Towne Avenue
R28 Restriping $5,717,450 $87,014.00 65.7
Garey Avenue from
Orange Grove Avenue
to Lexington Avenue
R22 Install/upgrade
signage $4,011,660 $66,000.00 60.8
Towne Avenue from
San Bernardino
Avenue to Holt Avenue
R28 Restriping $3,784,850 $63,360.00 59.7
Mission Boulevard &
Towne Avenue S21PB Signal
Modification $218,160 $5,000.00 43.6
Holt Avenue from
Dudley Street to East
End Avenue
R28 Restriping $8,099,550 $200,133.00 40.5
Mission Boulevard &
Phillips Drive S02 Signal
Modification $188,340 $4,900.00 38.4
Grand Avenue &
Towne Avenue S02 Signal
Modification $861,060 $25,300.00 34.0
Towne Avenue from
San Bernardino
Avenue to Holt Avenue
R08 Install raised
median $7,569,700 $225,000.0
0 33.6
Franklin Avenue from
Bolivar Street to
Reservoir Street
R22 Install/upgrade
signage $1,184,400 $37,000.00 32.0
Garey Avenue from
Orange Grove Avenue
to Lexington Avenue
R28 Restriping $6,686,100 $222,840.0
0 30.0
Grand Avenue & Garey
Avenue S02 Signal
Modification $677,190 $25,300.00 26.8
Towne Avenue &
Harrison Avenue S17PB Signal
Modification $661,500 $27,000.00 24.5
Franklin Avenue from
Bolivar Street to
Reservoir Street
R28 Restriping $1,974,000 $92,252.00 21.4
Towne Avenue &
Harrison Avenue S02 Signal
Modification $370,830 $17,800.00 20.8
CITY OF POMONA | LRSP 136
Location CM# Countermeasure Crash
Benefits Cost ($) Benefit/Cost
Ratio
Grand Avenue from
Hansen Avenue to East
End Avenue
R13 Add two-way left-
turn lane $1,608,600 $88,704.00 18.1
Fairplex Drive & Holt
Avenue S02 Signal
Modification $891,630 $57,300.00 15.6
Mission Boulevard
from Temple Avenue
to Westmont Avenue
R21 Improve
pavement friction $5,705,920 $400,000.0
0 14.3
Towne Avenue &
Bonita Avenue S07 Signal
Modification $6,224,640 $500,000.0
0 12.4
White Avenue from Val
Vista Street/Preciado
Street to William Street
R22 Install/upgrade
signage $941,310 $79,200.00 11.9
Grand Avenue from
Hansen Avenue to East
End Avenue
R22 Install/upgrade
signage $402,150 $42,240.00 9.5
Reservoir Street from
Ninth Street to
Philadelphia Street
R28 Restriping $1,492,250 $191,432.00 7.8
Grand Avenue from
Hansen Avenue to East
End Avenue
R28 Install edge-lines
and centerlines $670,250 $88,704.00 7.6
Franklin Avenue &
Reservoir Street S08 Signal
Modification $916,080 $130,500.00 7.0
White Avenue from Val
Vista Street/Preciado
Street to William Street
R28 Restriping $1,568,850 $261,043.00 6.0
Garey Avenue &
Franklin Avenue S02 Signal
Modification $772,410 $257,300.0
0 3.0
Hamilton Boulevard
from Philips Boulevard
to Lexington Avenue
R22 Install/upgrade
signage $13,410 $13,200.00 1.0
Fairplex Drive & Holt
Avenue S03 Improve signal
timing $71,970 $500,000.0
0 0.7
Fairplex Drive & Holt
Avenue S07 Provide protected
left turn phase $287,880 0.6
Humane Way &
Roselawn Avenue NS03 Install signals $176,850 $500,000.0 0 0.4
CITY OF POMONA | LRSP 137
Table 9.5 Benefits/Cost Ratio Analysis by Recommended Locations Location Crash
Benefits Cost ($) Benefit/Cost
Ratio
Mission Boulevard from
Dudley Street to Towne
Avenue
$24,788,200 $249,134 99.5
Hamilton Boulevard from
Phillips Boulevard to
Lexington Avenue
$21,345,090 $290,431 73.5
Franklin Avenue from
Bolivar Street to
Reservoir Street
$14,809,860 $297,085 49.9
East End Avenue &
Mission Boulevard $4,566,560 $110,914 41.2
Garey Avenue from
Orange Grove Avenue to
Lexington Avenue
$21,331,680 $614,792 34.7
Holt Avenue from Dudley
Street to East End
Avenue
$15,640,280 $506,791 30.9
Garey Avenue & Holt
Avenue $1,146,120 $41,510 27.6
McKinley Avenue &
Orange Grove Avenue $1,005,030 $37,215 27.0
Indian Hill Boulevard &
San Bernardino Avenue $1,751,580 $75,979 23.1
White Avenue from Val
Vista Street/Preciado
Street to William Street
$17,320,020 $754,292 23.0
Holt Avenue & Towne
Avenue $1,672,050 $74,077 22.6
Mission Boulevard &
Reservoir St $8,677,110 $532,864 16.3
Franklin Avenue &
Palomares Street $355,100 $22,484 15.8
Mission Boulevard &
Humane Way $542,490 $35,512 15.3
Towne Avenue &
Harrison Avenue $1,826,130 $130,973 13.9
CITY OF POMONA | LRSP 138
Location Crash
Benefits Cost ($) Benefit/Cost
Ratio
Towne Avenue & Bonita
Avenue $13,085,580 $990,657 13.2
Towne Avenue from San
Bernardino Avenue to
Holt Avenue
$13,625,460 $1,142,975 11.9
Grand Avenue & Towne
Avenue $861,060 $75,166 11.5
Grand Avenue & Garey
Avenue $677,190 $75,166 9.0
Reservoir Street from
Ninth Street to
Philadelphia Street
$3,943,760 $463,131 8.5
Mission Boulevard &
Phillips Drive $188,340 $35,512 5.3
Grand Avenue from
Hansen Avenue to East
End Avenue
$2,681,000 $557,436 4.8
Mission Boulevard &
Towne Avenue $218,160 $58,691 3.7
Franklin Avenue &
Reservoir Street $916,080 $290,003 3.2
Garey Avenue & Orange
Grove Avenue $1,256,070 $598,358 2.1
Garey Avenue & Franklin
Avenue $772,410 $542,867 1.4
Fairplex Drive & Holt
Avenue $1,251,480 $1,202,241 1.0
Foothill Boulevard &
Towne Avenue $336,720 $645,767 0.5
Mission Boulevard from
Temple Avenue to
Westmont Avenue
$1,556,160 $4,396,832 0.4
Humane Way &
Roselawn Avenue $176,850 $953,228 0.2
CITY OF POMONA | LRSP 139
The average BCR of HSIP 10 selected projects is 24.3 (the BCR cutoff was 12.0). The City can either select the eligible individual projects or group projects as a systemic improvement, as shown in Table 9.3 and Table 9.4, for the HSIP funding application. The City may also determine which project to be prioritized based on available funding sources, public support, and other factors.
9.5 FUNDING SOURCES
Several state and federal grant programs offer to f und engineering and non-engineering roadway safety projects. The California Department of Transportation ’s (Caltrans) Active Transportation Program (ATP) encourages bicycle and pedestrian use in the state by funding programs that increase bike or pedestrian mode share or improve bicycle or pedestrian safety. Caltrans also administers the Sustainable Communities Grant Program, which awards grants to municipal projects that reduce greenhouse gas emissions and support multi-modal transportation. The Sustainable Communities Program prioritizes projects that solicit stakeholder and community engagement and support state policies like the 2040 California Transportation Plan. The California Office of Traffic Safety awards gr ants for projects addressing any one or more of ten priority areas, including Driving Under the Influence, Distracted Driving, Pedestrian and Bicycle Safety, Police Enforcement, Safety Data Collection, and Marketing/Publicity Campaigns.
At the federal level, the Advanced Transportation and Congestion Management Technologies Deployment Program funds technology to promote safety and effi ciency in the transportation system. The Highway Safety Improvement Program (HSIP) funds road way improvements on any public roadway. Table 9.6 provides a list of eligible programs and the funding sources for related to transportation safety.
Table 9.6: Transportation Safety Funding Sources Summary Agency Source Eligible Programs Areas Addressed
Federal Highway
Administration
(FHWA)
Highway Safety
Improvement
Program (HSIP)
Any work on public roads, bikeways and
pedestrian paths/trails. For the most part,
only engineering projects are eligible but
the FAST act permits funding for data
collection by law enforcement
1, 2.
Data Collection
Federal Highway
Administration
(FHWA)
Advanced
Transportation and
Congestion
Management
Technologies
Deployment
Program
Funds advanced transportation and
congestion management technologies to
improve safety, efficiency and performance.
Examples of funded project types include
advanced traveler information systems and
data collection and analysis efforts3.
Digital Enforcement;
Technology Partnerships
California
Department of
Transportation
(Caltrans)
Active
Transportation
Program (ATP)
Local government projects that improve the
safety or increase the mode share of
bicycling and walking. Additional program
objectives include reducing emissions and
enhancing public health
4. Bicycle and Pedestrian
Education and
Enforcement
CITY OF POMONA | LRSP 140
Agency Source Eligible Programs Areas Addressed
California
Department of
Transportation
(Caltrans)
Sustainable
Communities Grant
Program
The program awards "Competitive Grants"
to local governments. These grants
prioritize projects that reduce Greenhouse
Gas Emissions, support multi-modal
transportation, involve stakeholder/
community engagement and support
related plans like the California
Transportation Plan and California
Complete Streets Framework
5 .
Active Transportation
Speed and Education
California Office
of Traffic Safety
Office of Traffic
Safety (OTS) Grants
Programs should address one of ten priority
areas (six relevant ones listed to the right).
Grant recipients should expect to wait up to
90 days before being reimbursed/funded,
and should be able to provide traffic safety
data to justify funded programs
6. Driving under the
Influence of
Drugs/Alcohol (DUI),
Distracted Driving,
Ped/Bike Safety, Police
Enforcement, Roadway
Safety and Data
Collection, and Social
Media/Marketing
Sources:
1. Highway Safety Improvement Program Guidelines, April 2016
2. Highway safety improvement program, Pub. L. No. 148, 23 US Code (2015). https://www.law.cornell.edu/uscode/text/23/148.
3. Advanced Transportation and Congestion Management Technologies Deployment. February 2016. https://www.fhwa.dot.gov/fastact/factsheets/advtranscongmgmtfs.cfm.
4. 2021 Active Transportation Program Guidelines. March 25, 2020. Resolution G-20-31.
5. California Department of Transportation. Sustainable Transportation Planning Grant Program. December 2019.
6. California Office of Traffic Safety Grant Manual for Federal Fiscal Year 2020. December 2019.
CITY OF POMONA | LRSP APPENDICES
APPENDIX A – ADDITIONAL COLLISION MAPS
57 71
60 66
30 10
210
N Orange Grove Ave
E Harrison Ave
W Arrow Hwy
San Bernardino Ave
N Towne Ave
White Ave
N Mountain Ave
N
G
a
r
e
y
A
v
e
W Mission Blvd
S
C
a
m
p
u
s
D
r
G
o
l
d
e
n
S
p
r
in
g
s
D
r
E Holt Ave
K
e
l
lo
g
g
D
r
N Park Ave
E Mission Blvd
N
G
r
a
n
d
A
v
e
W
O r a n g e
G
r o v e
A
v e
W
T e m
p l e
A
v
e
N White Ave
R i o
R
a
n
c
h
o
R
d
W Holt Ave
W
P h
i l l i p s B l v d
S San Antonio Ave
S
E
a
s
t
E
n
d
A
v
e
N San Antonio Ave
Bonita Ave
3rd St
F
a
i r
p
l e
x
D r
S Garey Ave
V i l l a
g
e
L
o
o
p
R
d
S Palomares St
S Towne Ave
S Reservoir St
W
P
o
m
o
n
a
B
l v
d
N Indian Hill Blvd
S Park Ave
N Mills Ave
W 2 n d S t
W 9th St
Indian Hill Blvd
V
i a
V
e
r d
e
Valley Blvd
E Kingsley Ave
Arrow Hwy
N
D
i
a
m
o
n
d
B
a
r
B
l v
d
C
h
in
o
H
i
l
l
s
P
k
w
y
±
0 21
Miles
City Boundary
Collision Severity
Fatal
Severe Injury
Other Injury
Property Damage Only
Hot Spot Locations
Not Significant
Hot Spot with 90% Confidence
Hot Spot with 95% Confidence
Hot Spot with 99% Confidence
CITY OF POMONA LRSP
Attachment A - Collision Severity
57 71
60 66
30 10
210
N Orange Grove Ave
E Harrison Ave
W Arrow Hwy
San Bernardino Ave
N Towne Ave
White Ave
N Mountain Ave
N
G
a
r
e
y
A
v
e
W Mission Blvd
S
C
a
m
p
u
s
D
r
G
o
l
d
e
n
S
p
r
in
g
s
D
r
E Holt Ave
K
e
l
lo
g
g
D
r
N Park Ave
E Mission Blvd
N
G
r
a
n
d
A
v
e
W
O r a n g e
G
r o v e
A
v e
W
T e m
p l e
A
v
e
N White Ave
R i o
R
a
n
c
h
o
R
d
W Holt Ave
W
P h
i l l i p s B l v d
S San Antonio Ave
S
E
a
s
t
E
n
d
A
v
e
N San Antonio Ave
Bonita Ave
3rd St
F
a
i r
p
l e
x
D r
S Garey Ave
V i l l a
g
e
L
o
o
p
R
d
S Palomares St
S Towne Ave
S Reservoir St
W
P
o
m
o
n
a
B
l v
d
N Indian Hill Blvd
S Park Ave
N Mills Ave
W 2 n d S t
W 9th St
Indian Hill Blvd
V
i a
V
e
r d
e
Valley Blvd
E Kingsley Ave
Arrow Hwy
N
D
i
a
m
o
n
d
B
a
r
B
l v
d
C
h
in
o
H
i
l
l
s
P
k
w
y
±
0 21
Miles
City Boundary
Bicycle-Related Collisions
Pedestrian-Related Collisions
CITY OF POMONA LRSP
Attachment A - Bicycle & Pedestrian Collisions
57 71
60 66
30 10
210
N Orange Grove Ave
E Harrison Ave
W Arrow Hwy
San Bernardino Ave
N Towne Ave
White Ave
N Mountain Ave
N
G
a
r
e
y
A
v
e
W Mission Blvd
S
C
a
m
p
u
s
D
r
G
o
l
d
e
n
S
p
r
in
g
s
D
r
E Holt Ave
K
e
l
lo
g
g
D
r
N Park Ave
E Mission Blvd
N
G
r
a
n
d
A
v
e
W
O r a n g e
G
r o v e
A
v e
W
T e m
p l e
A
v
e
N White Ave
R i o
R
a
n
c
h
o
R
d
W Holt Ave
W
P h
i l l i p s B l v d
S San Antonio Ave
S
E
a
s
t
E
n
d
A
v
e
N San Antonio Ave
Bonita Ave
3rd St
F
a
i r
p
l e
x
D r
S Garey Ave
V i l l a
g
e
L
o
o
p
R
d
S Palomares St
S Towne Ave
S Reservoir St
W
P
o
m
o
n
a
B
l v
d
N Indian Hill Blvd
S Park Ave
N Mills Ave
W 2 n d S t
W 9th St
Indian Hill Blvd
V
i a
V
e
r d
e
Valley Blvd
E Kingsley Ave
Arrow Hwy
N
D
i
a
m
o
n
d
B
a
r
B
l v
d
C
h
in
o
H
i
l
l
s
P
k
w
y
±
0 21
Miles
City Boundary
Broadside Collisions Associated With
Automobile Right of Way
CITY OF POMONA LRSP
Attachment A - Broadside Collisions
57 71
60 66
30 10
210
N Orange Grove Ave
E Harrison Ave
W Arrow Hwy
San Bernardino Ave
N Towne Ave
White Ave
N Mountain Ave
N
G
a
r
e
y
A
v
e
W Mission Blvd
S
C
a
m
p
u
s
D
r
G
o
l
d
e
n
S
p
r
in
g
s
D
r
E Holt Ave
K
e
l
lo
g
g
D
r
N Park Ave
E Mission Blvd
N
G
r
a
n
d
A
v
e
W
O r a n g e
G
r o v e
A
v e
W
T e m
p l e
A
v
e
N White Ave
R i o
R
a
n
c
h
o
R
d
W Holt Ave
W
P h
i l l i p s B l v d
S San Antonio Ave
S
E
a
s
t
E
n
d
A
v
e
N San Antonio Ave
Bonita Ave
3rd St
F
a
i r
p
l e
x
D r
S Garey Ave
V i l l a
g
e
L
o
o
p
R
d
S Palomares St
S Towne Ave
S Reservoir St
W
P
o
m
o
n
a
B
l v
d
N Indian Hill Blvd
S Park Ave
N Mills Ave
W 2 n d S t
W 9th St
Indian Hill Blvd
V
i a
V
e
r d
e
Valley Blvd
E Kingsley Ave
Arrow Hwy
N
D
i
a
m
o
n
d
B
a
r
B
l v
d
C
h
in
o
H
i
l
l
s
P
k
w
y
±
0 21
Miles
City Boundary
Rear End Collisions Associated With
Unsafe Speeding
CITY OF POMONA LRSP
Attachment A - Rear End Collisions
57 71
60 66
30 10
210
N Orange Grove Ave
E Harrison Ave
W Arrow Hwy
San Bernardino Ave
N Towne Ave
White Ave
N Mountain Ave
N
G
a
r
e
y
A
v
e
W Mission Blvd
S
C
a
m
p
u
s
D
r
G
o
l
d
e
n
S
p
r
in
g
s
D
r
E Holt Ave
K
e
l
lo
g
g
D
r
N Park Ave
E Mission Blvd
N
G
r
a
n
d
A
v
e
W
O r a n g e
G
r o v e
A
v e
W
T e m
p l e
A
v
e
N White Ave
R i o
R
a
n
c
h
o
R
d
W Holt Ave
W
P h
i l l i p s B l v d
S San Antonio Ave
S
E
a
s
t
E
n
d
A
v
e
N San Antonio Ave
Bonita Ave
3rd St
F
a
i r
p
l e
x
D r
S Garey Ave
V i l l a
g
e
L
o
o
p
R
d
S Palomares St
S Towne Ave
S Reservoir St
W
P
o
m
o
n
a
B
l v
d
N Indian Hill Blvd
S Park Ave
N Mills Ave
W 2 n d S t
W 9th St
Indian Hill Blvd
V
i a
V
e
r d
e
Valley Blvd
E Kingsley Ave
Arrow Hwy
N
D
i
a
m
o
n
d
B
a
r
B
l v
d
C
h
in
o
H
i
l
l
s
P
k
w
y
±
0 21
Miles
City Boundary
Sideswipe Collisions Associated With
Improper Turning
CITY OF POMONA LRSP
Attachment A - Rear End Collisions
CITY OF POMONA | LRSP APPENDICES
APPENDIX B – INTERSECTION AND CORRIDOR COLLISION
RANKING TABLES
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
SIGNALIZED INTERSECTIONS
1 MISSION BOULEVARD & RESERVOIR STREE T 1 75 2 10 18 45 37 8 3 2 13 10 2 2 HOLT AVENUE & TOWNE AVENUE 2 72 1 6 12 53 16 2 2 3 1 28 15 4 3 INDIAN HILL BOULEVARD & SAN BERNARDINO AVENUE 3 67 1 5 14 47 24 6 4 4 1 17 9 2 4 GAREY AVENUE & HOLT AVENUE 3 67 1 2 10 54 15 3 2 3 1 21 21 1 5 MCKINLEY AVENUE & ORANGE GROVE AVENUE 5 60 1 9 50 13 1 1 11 34 6 FAIRPLEX DRIVE & HOLT AVENUE 6 59 5 18 36 17 3 1 1 14 20 3 7 GAREY AVENUE & ORANGE GROVE AVENUE 6 59 5 16 38 19 3 1 1 19 13 3 8 EAST END AVENUE & MISSION BOULEVARD 8 58 11 18 29 29 3 7 4 10 5 9 MISSION BOULEVARD & TOWNE AVENUE 8 58 8 14 36 27 8 3 1 9 9 1 10 FOOTHILL BOULEVARD & TOWNE AVENUE 8 58 5 9 44 20 3 5 3 1 1 21 4 11 EAST END AVENUE & HOLT AVENUE 11 5 6 4 1 0 4 2 85521 2 0 1 41 12 HOLT AVENUE & RESERVOIR STREE T 12 55 1 9 8 37 20 2 3 4 17 5 4 13 GAREY AVENUE & MCKINLEY AVENUE 13 54 4 15 35 19 7 2 1 11 14 14 OLD POMONA ROAD & RT 71 14 52 4 10 38 1 10 1 2 33 5
15 ARROW HIGHWAY & TOWNE AVENUE 15 50 4 8 38 13 2 1 21 13 16 HOLT AVENUE & SAN ANTONIO AVENUE 16 49 1 5 18 25 13 3 2 4 1 17 6 3 17 HOLT AVENUE & PALOMARES STREET 17 47 1 4 9 33 17 2 2 1 13 12 18 SAN BERNARDINO AVENUE & TOWNE AVENUE 18 46 8 8 30 11 2 2 1 17 12 1 19 HAMILTON BOULEVARD & MISSION BOULEVARD 19 4 3 1 1 8 1 22 11 2 6 1 3 8 4 20 RIDGEWAY STREET & VALLEY BOULEVARD 19 43 1 8 7 27 18 7 10 8 21 BONITA AVENUE & TOWNE AVENUE 21 42 2 7 19 14 21 10 1 2 7 1 22 MISSION BOULEVARD & WHITE AVENUE 21 42 1 2 8 31 16 3 2 2 12 7 23 PHILADELPHIA STREET & TOWNE AVENUE 23 41 1 7 13 20 20 8 9 4 24 POMONA BOULEVARD & TEMPLE AVENUE 23 4 1 1 6 2 5 1 0 1111 1 7 1 0 25 ORANGE GROVE AVENUE & WHITE AVENUE 25 40 1 5 14 20 19 2 6 12 1 26 ALVARADO STREET & GAREY AVENUE 25 40 1 8 31 11 6 11 10 2 27 MCKINLEY AVENUE & WHITE AVENUE 27 39 1 2 2 10 24 6 2 4 3 14 8 2 28 HOLT AVENUE & INDIAN HILL BOULEVARD 27 39 4 9 26 8 1 3 1 16 8 2 29 FAIRPLEX DRIVE & MURCHISON BOULEVARD 27 39 5 7 27 12 2 3 2 13 7
COLLISION SEVERITY COLLISION TYPE
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
30 LA VERNE AVENUE & TOWNE AVENUE 27 39 1 11 27 10 2 1 1 11 12 2 31 HAMILTON BOULEVARD & HOLT AVENUE 27 39 2 6 31 12 3 1 14 8 1 32 GAREY AVENUE & RIO RANCHO ROAD 32 38 1 4 11 22 11 6 2 10 5 4 33 GAREY AVENUE & GRAND AVENUE 33 37 6 11 20 17 6 1 1 5 4 3 34 HUMANE WAY & MISSION BOULEVARD 33 37 5 7 25 7 5 3 2 1 13 6 35 TEMPLE AVENUE & VALLEY BOULEVARD 36 35 1 3 9 22 4 2 1 1 1 13 13 36 HUMANE WAY & VALLEY BOULEVARD 36 35 7 5 23 7 3 1 3 1 10 9 1 37 PHILADELPHIA STREET & RESERVOIR STREE T 36 35 4 8 23 8 4 1 1 15 6 38 MISSION BOULEVARD & TEMPLE AVENUE 36 35 2 6 27 11 6 1 1 1 11 4 39 HOLT AVENUE & WHITE AVENUE 36 35 3 4 28 8 1 1 14 10 1 40 GAREY AVENUE & PHILLIPS BOULEVARD 41 3 3 246 2 1 923 1 153 41 TOWNE AVENUE & VINTON AVENUE 41 33 5 4 24 13 1 3 1 7 8 42 PHILLIPS BOULEVARD & TOWNE AVENUE 41 33 2 6 25 12 1 1 1 10 7 1 43 GAREY AVENUE & PHILADELPHIA STREE T 44 32 7 5 20 8 7 1 2 1 5 6 2 44 CAMPUS DRIVE & TEMPLE AVENUE 44 32 1 5 26 6 1 1 1 17 4 2 45 GAREY AVENUE & MISSION BOULEVARD 44 32 1 4 27 8 3 2 1 15 3 46 FAIRPLEX DRIVE & MCKINLEY AVENUE 44 32 2 30 3 5 12 1 5 6 47 MISSION BOULEVARD & PARK AVENUE 48 31 1 4 5 21 15 3 1 5 6 1 48 CLARK AVENUE & HOLT AVENUE 48 3 1 61 0 1 55 1 3 11 55 1 49 NORTH RANCH ROAD & RT 71 48 31 4 7 20 1 2 1 1 23 3
50 FOOTHILL BOULEVARD & GAREY AVENUE 51 30 1 5 6 18 7 2 1 2 8 7 3 51 3RD STREET & GAREY AVENUE 51 30 1 2 10 17 15 3 4 5 3 52 PARK AVENUE & RIO RANCHO ROAD 51 30 5 8 17 24 2 1 3
53 GAREY AVENUE & LEXINGTON AVENUE 51 30 7 23 5 1 1 19 3 1 54 INDIAN HILL BOULEVARD & KINGSLEY AVENUE 56 29 4 4 21 11 3 1 2 3 7 2 55 INDIAN HILL BOULEVARD & LINCOLN AVENUE 58 28 1 6 6 15 19 5 1 2 1 56 PHILLIPS BOULEVARD & WHITE AVENUE 58 2 8 155 1 7 1 1 412 361 57 BEAVER COURT & GAREY AVENUE 58 2 8 4 8 1 6 7111119 5 2 58 COUNTY ROAD & RESERVOIR STREET 61 27 1 3 6 17 15 2 1 1 4 4 59 ALVARADO STREET & TOWNE AVENUE 61 27 6 3 18 16 4 5 2 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
60 BONITA AVENUE & GAREY AVENUE 61 27 4 5 18 7 1 1 9 8 1 61 GAREY AVENUE & LA VERNE AVENUE 61 2 7 25 2 0 8232 93 62 DUDLEY STREET & MISSION BOULEVARD 65 26 1 2 3 20 9 1 1 1 6 7 1 63 GAREY AVENUE & MONTEREY AVENUE 65 26 1 5 20 7 1 5 1 4 5 3 64 DUDLEY STREET & HOLT AVENUE 65 26 4 7 15 8 3 1 5 7 2 65 ARTESIA STREET & GAREY AVENUE 65 26 3 7 16 8 1 1 9 7 66 HOLT AVENUE & PARK AVENUE 65 2 6 4 5 1 7 1 1 1111 6 3 2 67 POMONA BOULEVARD & VALLEY BOULEVARD 70 25 1 2 7 15 6 2 4 6 6 1 68 FRANKLIN AVENUE & GAREY AVENUE 70 25 3 8 14 11 1 2 1 7 2 1 69 GRAND AVENUE & RESERVOIR STREE T 70 25 2 6 17 10 2 1 7 5 70 MISSION BOULEVARD & SAN ANTONIO AVENUE 73 24 1 4 7 12 10 2 2 6 1 3 71 SAN ANTONIO AVENUE & TOWNE AVENUE 73 24 2 5 17 2 1 1 1 14 4 1 72 2ND STREET & HAMILTON BOULEVARD 75 23 2 6 15 10 3 5 4 1 73 MONTEREY AVENUE & TOWNE AVENUE 75 23 2 3 18 10 1 1 8 2 1 74 DUDLEY STREET & ORANGE GROVE AVENUE 77 2 2 133 1 5 821 362 75 LINCOLN AVENUE & TOWNE AVENUE 77 2 2 59832 3 95
76 LEXINGTON AVENUE & WHITE AVENUE 77 22 1 9 12 11 2 1 1 3 3 1 77 9TH STREET & RESERVOIR STREE T 77 22 1 6 15 10 2 1 1 5 3 78 LA VERNE AVENUE & SAN ANTONIO AVENUE 82 21 6 3 12 12 1 6 2 79 HOLT AVENUE & UNION AVENUE 82 2 1 53 1 3 631 1631
80 ERIE STREET & HOLT AVENUE 84 20 5 3 12 4 2 8 6
81 PHILLIPS BOULEVARD & RESERVOIR STREET 84 20 3 6 11 9 1 7 3 82 ARROW HIGHWAY & GAREY AVENUE 84 20 3 5 12 2 2 1 9 5 1 83 LEXINGTON AVENUE & TOWNE AVENUE 84 20 1 5 14 5 1 1 8 4 1 84 MISSION BOULEVARD & RT 71 84 20 1 1 18 4 2 1 1 11 1
85 9TH STREET & GAREY AVENUE 84 20 2 18 5 4 1 1 5 4
86 GRAND AVENUE & TOWNE AVENUE 92 19 1 3 5 10 9 1 3 6
87 COUNTY ROAD & TOWNE AVENUE 92 19 3 9 7 15 1 3
88 HARRISON AVENUE & TOWNE AVENUE 92 1 9 531 183 1 1231 89 PHILLIPS RANCH ROAD & RIO RANCHO ROAD 92 19 2 2 15 4 1 5 5 4 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
90 9TH STREET & TOWNE AVENUE 92 19 2 1 16 6 2 1 4 6
91 LA VERNE AVENUE & ORANGE GROVE AVENUE 99 18 5 6 7 6 1 8 1 2 92 SAN ANTONIO AVENUE & SAN BERNARDINO AVENUE 99 18 4 4 10 4 2 1 1 4 5 1 93 CAMPUS DRIVE & RIDGEWAY STREE T 99 18 1 4 13 2 4 2 10 94 AUTO CENTER DRIVE & RIO RANCHO ROAD 99 18 1 2 15 8 1 1 1 4 3 95 ORANGE GROVE AVENUE & PARK AVENUE 103 17 1 5 1 10 8 1 1 4 3 96 GAREY AVENUE & GROVE STREET 103 1 7 1311 2 6 1 262
97 GAREY AVENUE & OLIVE STREET 103 17 1 2 2 12 6 2 1 6 2 98 DRAKE STREET & GAREY AVENUE 103 1 7 539412 1 621
99 FAIRPLEX DRIVE & ORANGE GROVE AVENUE 108 1 6 132 1 0 731 122 100 RIVERSIDE DRIVE & TOWNE AVENUE 108 16 3 6 7 6 6 2 1 1 101 ARROYO AVENUE & FAIRPLEX DRIVE 108 16 2 5 9 11 1 2 2 102 PHILADELPHIA STREET & SAN ANTONIO AVENUE 108 1 6 321 15212 33 103 FRANKLIN AVENUE & RESERVOIR STREE T 108 16 1 5 10 6 4 1 1 2 2 104 2ND STREET & GAREY AVENUE 108 16 2 2 12 3 1 3 1 5 3 105 MISSION BOULEVARD & PALOMARES STREET 108 16 1 2 13 8 2 3 3 106 HAMILTON BOULEVARD & ORANGE GROVE AVENUE 108 16 1 2 13 3 1 4 1 3 4 107 GAREY AVENUE & WILLOW STREET 116 1 5 2585 33 31
108 COUNTY ROAD & GAREY AVENUE 116 15 2 4 9 5 3 5 2
109 ARROW HIGHWAY & ORANGE GROVE AVENUE 116 1 5 32 1 0 5221 14 110 FRANKLIN AVENUE & TOWNE AVENUE 116 15 5 10 6 2 5 2
111 3RD STREET & TOWNE AVENUE 116 15 1 1 13 10 1 2 2
112 MISSION BOULEVARD & WESTMONT AVENUE 123 1 4 112 1 0 3 11 5 4 113 PARK AVENUE & PHILLIPS BOULEVARD 123 14 4 3 7 2 1 1 5 5 114 2ND STREET & TOWNE AVENUE 123 1 4 1583412 22
115 KINGSLEY AVENUE & SAN ANTONIO AVENUE 123 14 2 2 10 4 1 1 5 2 1 116 CURRAN PLACE & MISSION BOULEVARD 123 14 1 1 12 4 1 1 7 1 117 PHILLIPS RANCH ROAD & SCENIC RIDGE DRIVE 132 1 3 133681 1 12 118 AVALON AVENUE & FAIRPLEX DRIVE 132 1 3 4366221 1 1
119 ALISO STREET & GAREY AVENUE 132 1 3 4182 1 541
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
120 RT 57 SBOFF/R & TEMPLE AVENUE 143 1 2 1 1283 1 35
121 2ND STREET & WHITE AVENUE 143 1 2 147321 141
122 MISSION BOULEVARD & PHILLIPS DRIVE 143 12 1 4 7 7 1 3 1 123 4TH STREET & GAREY AVENUE 143 12 1 1 10 2 1 1 5 2 1 124 FAIRPLEX DRIVE & VALLEY BOULEVARD 143 12 1 11 2 1 1 2 6 125 BUENA VISTA AVENUE & MISSION BOULEVARD 143 12 1 11 2 4 1 2 3 126 KINGSLEY AVENUE & TOWNE AVENUE 155 1 1 14 6 6111 2
127 MAIN STREET & MISSION BOULEVARD 155 11 1 4 6 1 1 6 2 1 128 MONTEREY AVENUE & WHITE AVENUE 155 11 1 4 6 5 1 4 1 129 PRECIADO STREET & WHITE AVENUE 155 1 1 293221 12
130 ALVARADO STREET & WHITE AVENUE 169 1 0 13632 14
131 AVENIDA RANCHEROS & SANTA CLARA DRIVE 169 1 0 1 2 7 1112 5 132 HOLT AVENUE & MILLS AVENUE 169 1 0 281 1 62
133 GAREY AVENUE & HARRISON AVENUE 183 91 2 6 3 5 1
134 MARKET PLACE & TOWNE AVENUE 183 91 5 3 4 2 1 2
135 GAREY AVENUE & MARKET PLACE 183 92 3 4 2 3 3 1
136 VAL VISTA STREET & WHITE AVENUE 183 93 6 5 1 2 1
137 OLIVE STREET & TOWNE AVENUE 183 9 1262 1 1 131
138 LEXINGTON AVENUE & PARK AVENUE 183 9 1262 52
139 11TH STREET & GAREY AVENUE 183 92 7 4 2 1 2
140 9TH STREET & WHITE AVENUE 183 92 7 2 1 1 5
141 DUDLEY STREET & ELWOOD AVENUE 183 9 3621 1 1 22
142 RT 10 & TOWNE AVENUE 183 91 1 7 2 1 5 1
143 CAMPUS DRIVE & CORPORATE CENTER DRIVE 183 91 1 7 2 1 2 4 144 HOLT AVENUE & LEWIS STREET 183 9 1 8 5 1 111
145 ORANGE GROVE AVENUE & WEBER STREE T 183 91 8 5 1 1 2 146 ARTESIA STREET & ORANGE GROVE AVENUE 214 81 4 3 2 2 4 147 7TH STREET & GAREY AVENUE 214 82 1 5 2 4 2
148 OMAR STREET & VALLEY BOULEVARD 214 81 1 6 3 1 1 2 1 149 PHILLIPS RANCH ROAD & VILLAGE LOOP ROAD 214 81 1 6 1 1 3 2 1 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
150 RIO RANCHO ROAD & RT 71 NBOFF/R 214 8 263 1 31
151 BERKELEY AVENUE & WHITE AVENUE 214 81 7 4 1 3
152 MISSION BOULEVARD & RT 71 NBON/R 214 81 7 3 1 2 1 1 153 TEMPLE AVENUE & UNIVERSITY DRIVE 214 88 1 1 1 5
154 1ST STREET & PALOMARES STREET 214 88 1 2 2 3
155 CAMPUS DRIVE & KELLOGG DRIVE 238 71 2 4 1 1 3 2
156 ORANGE GROVE AVENUE & VINTON AVENUE 238 73 1 3 4 2 1 157 GRAND AVENUE & WHITE AVENUE 238 74 3 4 2 1
158 ELWOOD AVENUE & FAIRPLEX DRIVE 238 7 2 5231 1
159 RT 10 WBOFF/R & TOWNE AVENUE 238 73 4 2 1 3 1
160 LINCOLN AVENUE & SAN ANTONIO AVENUE 238 72 5 1 3 2 1 161 BANGOR STREET & TOWNE AVENUE 238 71 6 2 1 1 3
162 RT 10 EBOFF/R & TOWNE AVENUE 269 62 4 3 2 1
163 PALOMARES STREET & PHILADELPHIA STREET 269 6 332 22 164 KINGSLEY AVENUE & MILLS AVENUE 269 61 1 4 3 1 2
165 FAIRPLEX DRIVE & VIA VERDE PARK ROAD 269 61 1 4 2 1 1 2 166 KINGSLEY AVENUE & WASHINGTON AVENUE 269 61 1 4 1 3 2 167 4TH STREET & PARK AVENUE 269 61 1 4 2 2 2
168 RIO RANCHO ROAD & RT 71 269 62 4 2 3 1
169 SAN ANTONIO AVENUE & VASSAR STREE T 269 62 4 2 2 2
170 BANGOR STREET & ORANGE GROVE AVENUE 269 62 4 4 1 1
171 MISSION BOULEVARD & RT 71 NBOFF/R 269 62 4 2 4
172 APPLETON WAY & SAN BERNARDINO AVENUE 269 61 5 1 1 2 2 173 RIO RANCHO ROAD & RT 71 SBON/R 269 66 2 1 3
174 RESERVOIR STREET & WASHINGTON AVENUE 269 66 1 5
175 RESERVOIR STREET & RT 60 269 66 2 1 2 1
176 COBBLESTONE LANE & INDIAN HILL BOULEVARD 319 5 1112 311 177 RIO RANCHO ROAD & RT 71 NBON/R 319 51 1 3 2 1 2
178 GLEN AVENUE & ORANGE GROVE AVENUE 319 51 1 3 2 2 1
179 RESERVOIR STREET & RT 60 EBOFF/ R 319 51 1 3 4 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
180 FAIRPLEX DRIVE & RT 10 EBOFF/ R 319 52 3 4 1
181 CAMPUS DRIVE & RT 10 EBON/R 319 52 3 1 3 1
182 RT 10 EBON/R & TOWNE AVENUE 319 52 3 1 1 2 1
183 FRANKLIN AVENUE & PARK AVENUE 319 55 1 3 1
184 GAREY AVENUE & PARK AVENUE 367 41 1 2 1 1 2
185 ARBOLEDA WAY & HOLT AVENUE 367 42 2 1 3
186 RICHBROOK DRIVE & TOWNE AVENUE 367 4 2221 1
187 ALCOTT AVENUE & TOWNE AVENUE 367 41 3 1 1 2
188 RESERVOIR STREET & RT 60 WBOFF/ R 367 41 3 2 2
189 GAREY AVENUE & RT 10 367 41 3 2 1 1
190 RUSTIC GLEN DRIVE & VILLAGE LOOP ROAD 367 41 3 2 2
191 HOLT AVENUE & RT 71 NBOFF/R 367 4 13111 1
192 CALLE DEL SOL & SANTA CLARA DRIVE 367 41 3 1 2 1
193 FREMONT STREET & WHITE AVENUE 367 44 2 2
194 FAIRPLEX DRIVE & RT 10 WBOFF/ R 367 44 2 1 1
195 RIO RANCHO ROAD & RT 71 SBOFF/R 367 44 1 3
196 FRANKLIN AVENUE & WHITE AVENUE 367 44 2 1 1
197 LONE RIDGE DRIVE & RIO RANCHO ROAD 367 44 1 2 1
198 MISSION BOULEVARD & RT 71 SBOFF/R 438 3 1 1111 1
199 MISSION BOULEVARD & RT 71 SBON/R 438 32 1 2 1
200 AVENIDA RANCHEROS & RANCHO NOVATO DRIVE 438 3 1111 1 1 201 GAREY AVENUE & JEFFERSON AVENUE 438 3 1112 1
202 HOWSLER PLACE & LEXINGTON AVENUE 438 31 2 1 1 1
203 PACKARD DRIVE & PHILLIPS BOULEVARD 438 31 2 3
204 MAIN STREET & PHILLIPS BOULEVARD 438 31 2 2 1
205 PRICE STREET & RESERVOIR STREE T 438 31 2 2 1
206 PHILLIPS RANCH ROAD & RT 60 WBOFF/R 438 31 2 1 2
207 GAREY AVENUE & RT 60 EBOFF/R 438 31 2 1 2
208 1ST STREET & SAN ANTONIO AVENUE 438 31 2 2 1
209 ARROYO DRIVE & FAIRPLEX DRIVE 438 33 1 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
210 CALATINA DRIVE & HAMILTON BOULEVARD 438 33 3
211 RANCHO VALLEY DRIVE & RIO RANCHO ROAD 438 33 1 1 1
212 GAREY AVENUE & RT 60 WBON/R 438 33 1 1 1
213 DUDLEY STREET & ELWOOD STREET 555 21 1 1 1
214 DUDLEY STREET & RT 10 EBOFF/R 555 21 1 1 1
215 FAIRPLEX DRIVE & PUDDINGSTONE AVENUE 555 2 111 1
216 GAREY AVENUE & RT 10 WBON/R 555 21 1 1 1
217 LA VERNE AVENUE & SHARON DRIVE 555 21 1 2
218 DUDLEY STREET & MURCHISON AVENUE 555 21 1 2
219 AMERICAN AVENUE & INDIAN HILL BOULEVARD 555 21 1 2
220 BALDY VIEW AVENUE & SAN BERNARDINO AVENUE 555 2 111 1 221 KINGSLEY AVENUE & RESERVOIR STREE T 555 22 2
222 AVENIDA RANCHEROS & LOS FELIS DRIVE 555 22 1 1
223 ORANGE GROVE AVENUE & RT 10 WBOFF/R 555 22 2
224 BREA CANYON ROAD & WESTMONT AVENUE 555 22 1 1
225 GAREY AVENUE & RT 60 555 22 2
226 FAIRPLEX DRIVE & VERA CRUZ STREE T 555 22 2
227 RANCHO VALLEY DRIVE & WHITE AVENUE 555 22 1 1
228 BARJUD AVENUE & RIDGEWAY STREE T 555 22 1 1
229 HOLT AVENUE & NEW YORK DRIVE 736 11 1
230 FOOTHILL BOULEVARD & SUMNER AVENUE 736 11 1
231 DIAMOND BAR BOULEVARD & TEMPLE AVENUE 736 11 1
232 ORANGE GROVE AVENUE & SAN RAFAEL STREE T 736 11 1
233 MEADOW LANE & ORANGE GROVE AVENUE 736 11 1
234 GAREY AVENUE & RT 60 EBON/R 736 11 1
235 PHILLIPS RANCH ROAD & RT 60 EBOFF/R 736 11 1
236 PERRIN STREET & PHILLIPS BOULEVARD 736 11 1
237 DEBORAH DRIVE & ORANGE GROVE AVENUE 736 11 1
238 ORANGE GROVE AVENUE & TATE STREE T 736 11 1
239 RESERVOIR STREET & RT 60 EBON/R 736 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
240 RT 71 & VALLEY BOULEVARD 736 11 1
241 LOS FELIS DRIVE & SANTA CLARA DRIVE 736 11 1
242 COLONY DRIVE & HAMILTON BOULEVARD 736 11 1
243 DEER CREEK ROAD & LONE RIDGE DRIVE 736 11 1
244 FAIRPLEX DRIVE & RT 10 EBON/R 736 11 1
245 GRAND AVENUE & HAMILTON BOULEVARD 736 11 1
246 SAN BERNARDINO AVENUE & SHIRLEY PLACE 736 11 1
247 LA MESA STREET & MISSION BOULEVARD 736 11 1
248 ORANGE GROVE AVENUE & RT 10 736 11 1
249 PRECIADO STREET & VAL VISTA STREET 736 11 1
250 CAMPUS DRIVE & RT 57 736 11 1
251 RANCHO CAMINO DRIVE & RIO RANCHO ROAD 736 11 1
252 LOS FELIS DRIVE & SAN RAFAEL PLACE 736 11 1
253 RANCHO VALLEY DRIVE & RIO RANCHO TOWNE CENTE R 736 11 1 254 COLUMBIA AVENUE & GAREY AVENUE 736 11 1
255 ARROW HIGHWAY & E ARROW HWY 778 736 11 1
256 RESERVOIR STREET & RT 60 WBON/R 736 11 1
NON-SIGNALIZED INTERSECTIONS
257 PHILLIPS DRIVE & RT 71 1 36 2 4 9 21 9 1 3 3 3 14 3 258 BURDICK DRIVE & WHITE AVENUE 2 30 3 9 18 14 1 3 4 6 2 259 ARTESIA STREET & PARK AVENUE 3 29 4 9 16 26 1 1 1
260 GIBBS STREET & HOLT AVENUE 4 22 4 2 16 5 4 1 5 7
261 RESERVOIR STREET & WALNUT AVENUE 5 20 1 1 18 9 2 1 1 4 3 262 PHILLIPS BOULEVARD & SAN ANTONIO AVENUE 5 20 7 13 8 2 1 2 6 1 263 MONTEREY AVENUE & SAN ANTONIO AVENUE 7 19 1 4 14 9 2 2 1 2 3 264 FOOTHILL BOULEVARD & SUMNER AVENUE 7 1 9 1 22 1 4 4121 632 265 ARROW HIGHWAY & YORKSHIRE WA Y 9 17 4 13 9 3 2 2 1
266 ORANGE GROVE AVENUE & WISCONSIN STREE T 10 15 1 3 11 3 2 1 6 2 1 267 HERSHEY STREET & HOLT AVENUE 10 15 3 5 7 4 2 7 2
268 HUMANE WAY & ROSELAWN AVENUE 12 14 2 1 11 6 1 1 3 3 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
269 KARESH AVENUE & KINGSLEY AVENUE 12 14 1 13 3 2 7 2
270 LEWIS STREET & ORANGE GROVE AVENUE 12 14 1 3 10 3 1 4 5 1 271 FILLMORE PLACE & HOLT AVENUE 12 14 1 2 11 4 1 3 5 1 272 HUNTINGTON STREET & MISSION BOULEVARD 16 1 3 148312 16 273 LA MESA STREET & MISSION BOULEVARD 16 1 3 3283 1 63 274 MCKINLEY AVENUE & TOWNE AVENUE 16 13 2 11 2 2 1 1 5 2 275 CURRIER STREET & HOLT AVENUE 16 1 3 2386 1 132
276 GIBBS STREET & MISSION BOULEVARD 16 1 3 319 8 2 111 277 GORDON STREET & ORANGE GROVE AVENUE 16 13 3 4 6 6 1 2 3 1 278 ARROW HIGHWAY & FULTON ROAD 16 13 4 4 5 9 1 1 2
279 ARROYO AVENUE & DUDLEY STREE T 16 13 3 10 3 1 5 3 1 280 POMONA BOULEVARD & VALLEY BOULEVARD 24 12 3 2 7 4 1 4 3 281 MAIN STREET & MONTEREY AVENUE 24 12 1 11 3 3 1 1 4
282 FREDA AVENUE & GAREY AVENUE 24 1 2 12363 3 321
283 CENTER STREET & GAREY AVENUE 24 1 2 1296 321
284 ARROW HIGHWAY & LA VERNE AVENUE 24 12 5 7 5 1 1 5
285 11TH STREET & WHITE AVENUE 24 1 2 2193 63
286 HOLT AVENUE & SHORT STREET 30 1 1 1285 2 3 1
287 MURCHISON BOULEVARD & RIDGEWAY STREET 30 1 1 382 8 1 288 PARK AVENUE & PEARL STREE T 30 11 1 10 3 2 4 2
289 SAN FRANCISCO AVENUE & TOWNE AVENUE 30 1 1 12834 22 290 GAREY AVENUE & KINGSLEY AVENUE 30 11 1 4 6 4 1 1 1 3 1 291 3RD STREET & WHITE AVENUE 30 1 1 12851 23
292 ALVARADO STREET & SAN ANTONIO AVENUE 30 11 1 2 8 4 1 2 4 293 3RD STREET & THOMAS STREET 30 11 1 10 1 7 3
294 4TH STREET & GIBBS STREET 30 11 3 8 7 1 1 1 1
295 10TH STREET & GAREY AVENUE 30 11 2 1 8 2 2 2 4 1
296 HOLT AVENUE & HUNTINGTON BOULEVARD 40 10 1 3 6 8 2
297 HOLT AVENUE & SAINT PAUL STREET 40 10 1 1 8 1 3 4 2 298 SAN ANTONIO AVENUE & SAN FRANCISCO AVENUE 40 10 1 9 4 2 2 2 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
299 LEXINGTON AVENUE & RESERVOIR STREE T 40 10 1 1 4 4 5 1 2 2 300 RESERVOIR STREET & TRANSIT AVENUE 40 1 0 3254 33
301 MCKINLEY AVENUE & PARK AVENUE 40 10 2 1 7 7 1 1 1
302 ELEANOR STREET & MISSION BOULEVARD 40 1 0 1365 5
303 FOLEY WAY & TEMPLE AVENUE 40 10 1 9 3 2 3 2
304 FOOTHILL BOULEVARD & LYNOAK DRIVE 40 10 1 1 8 5 1 2 2 305 9TH STREET & SAN ANTONIO AVENUE 40 1 0 2263 1 141
306 ARROW HIGHWAY & WILKIE DRIVE 40 10 2 8 7 2 1
307 ORANGE GROVE AVENUE & UNION AVENUE 51 9 1 3531 41
308 INDIAN HILL BOULEVARD & KEYSTONE AVENUE 51 9 1116 2 1 5 1 309 HOLT AVENUE & MOUNTAIN VIEW AVENUE 51 92 1 6 2 5 2
310 LOCUST STREET & MISSION BOULEVARD 51 92 7 1 3 5
311 LAUREL AVENUE & WHITE AVENUE 51 91 8 4 1 2 2
312 HOLT AVENUE & LORANNE AVENUE 51 91 1 7 3 1 1 3 1
313 PALOMARES STREET & PHILLIPS BOULEVARD 51 91 8 5 1 3 314 HOLT AVENUE & WEBER STREET 51 9 12621 1 14
315 MEADOW VIEW DRIVE & RIO RANCHO ROAD 51 93 6 7 2
316 MISSION BOULEVARD & PARCELS STREET 51 92 7 3 2 1 3
317 ELM STREET & MISSION BOULEVARD 51 92 3 4 3 1 2 3
318 GORDON STREET & HOLT AVENUE 51 9 11731 311
319 GAREY AVENUE & PEARL STREE T 51 92 7 2 1 1 2 3
320 9TH STREET & HAMILTON BOULEVARD 51 92 1 6 3 1 3 2
321 ALVARADO STREET & BRADFORD STREE T 51 9 12661 2
322 AMERICAN AVENUE & INDIAN HILL BOULEVARD 51 9 126221 4 323 6TH STREET & TOWNE AVENUE 51 9 12631 1 1 3
324 4TH STREET & THOMAS STREET 51 99 1 1 3 3 1
325 PASADENA STREET & TOWNE AVENUE 69 8 1115 3 1 2 2
326 MISSION BOULEVARD & OAK AVENUE 69 81 7 1 3 4
327 HUNTINGTON BOULEVARD & ORANGE GROVE AVENUE 69 82 2 4 3 1 1 3 328 MOUNTAIN AVENUE & SAN BERNARDINO AVENUE 69 82 6 4 2 1 1 Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
329 MONTEREY AVENUE & PARK AVENUE 69 82 6 3 1 1 3
330 HOLT AVENUE & MAIN STREET 69 81 7 1 5 2
331 GRAND AVENUE & PARK AVENUE 69 8 2631 4
332 DUDLEY STREET & VEJAR STREE T 69 84 4 6 2
333 COLUMBIA AVENUE & GAREY AVENUE 69 82 2 4 2 1 1 3 1
334 CLUB DR ACCESS ROAD & FAIRPLEX DRIVE 69 81 3 4 2 1 3 1 1 335 EQUATION ROAD & FOOTHILL BOULEVARD 69 8 1 133221 21 336 12TH STREET & GAREY AVENUE 69 88 2 1 5
337 1ST STREET & MAIN STREET 69 81 7 4 2 1 1
338 7TH STREET & RESERVOIR STREET 69 8 3521 32
339 1ST STREET & PARK AVENUE 69 82 1 5 6 1 1
340 HOLT AVENUE & WISCONSIN STREET 84 7 1152 1 13
341 POMONA BOULEVARD & ROSELAWN AVENUE 84 71 6 2 1 1 3
342 PALMGROVE AVENUE & SAN BERNARDINO AVENUE 84 73 1 3 4 2 1 343 LEXINGTON AVENUE & SAN ANTONIO AVENUE 84 71 1 5 2 2 1 1 1 344 HOLT AVENUE & PALOMA DRIVE 84 71 6 3 1 2 1
345 OLIVE STREET & RESERVOIR STREE T 84 71 1 5 1 2 2 2
346 MADISON AVENUE & TOWNE AVENUE 84 71 1 5 1 6
347 LINDEN STREET & MISSION BOULEVARD 84 7 2511 1 31
348 FALCON STREET & FOOTHILL BOULEVARD 84 72 5 1 1 4 1
349 HAMILTON BOULEVARD & MONTEREY AVENUE 84 7 2521 1 2 1 350 DUDLEY STREET & LAUREL AVENUE 84 71 2 4 5 1 1
351 FORD AVENUE & GAREY AVENUE 84 71 6 1 2 4
352 FAIRPLEX DRIVE & GILLETTE ROAD 84 7 2 5 4111
353 COUNTRY MILE ROAD & RIO RANCHO ROAD 84 7 25212 2
354 COLUMBIA AVENUE & SAN ANTONIO AVENUE 84 7 12421 211 355 GAREY AVENUE & GARFIELD AVENUE 84 7 1 1233 21 1
356 COLUMBIA AVENUE & TOWNE AVENUE 84 72 5 4 1 2
357 CREST WAY & VAL VISTA STREET 84 77 2 2 3
358 GRAND AVENUE & SAN ANTONIO AVENUE 84 7 2233 21 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
359 ELAINE STREET & SAN ANTONIO AVENUE 84 72 5 1 1 5
360 3RD STREET & RESERVOIR STREE T 84 71 2 4 3 3 1
361 APPIAN WAY & MISSION BOULEVARD 84 7 1 6111 31
362 12TH STREET & HAMILTON BOULEVARD 84 72 5 1 1 4 1
363 7TH STREET & TOWNE AVENUE 84 73 1 3 1 1 4 1
364 RT 10 WBON/R & VINTON AVENUE 108 66 3 1 1 1
365 MISSION BOULEVARD & REBECCA STREET 108 6 12322 1 1
366 HAWTHORNE PLACE & RESERVOIR STREE T 108 66 1 1 2 2
368 MISSION BOULEVARD & SORRENTO DRIVE 108 66 2 1 3
369 INDIGO COURT & TOWNE AVENUE 108 61 5 3 2 1
370 HOLT AVENUE & REBECCA STREET 108 62 4 1 1 2 1 1
371 TEXAS STREET & WHITE AVENUE 108 63 3 4 1 1
372 SANTA CLARA DRIVE & VILLAGE LOOP ROAD 108 6 13233
373 HOLT AVENUE & PALM PLACE 108 62 4 1 1 4
374 MISSION BOULEVARD & MYRTLE AVENUE 108 61 5 1 1 3 1
375 MONTEREY AVENUE & RESERVOIR STREE T 108 61 5 5 1
376 MILFORD AVENUE & WHITE AVENUE 108 62 1 3 2 1 1 2
377 FRANKLIN AVENUE & SAN ANTONIO AVENUE 108 61 5 1 2 2 1 378 GAREY AVENUE & SANTA FE STREE T 108 61 2 3 1 5
379 GAREY AVENUE & PASADENA STREE T 108 6 15221 1
380 CASWELL AVENUE & KINGSLEY AVENUE 108 66 1 2 3
381 CHESTER PLACE & WHITE AVENUE 108 6 1 52 22
382 HAMILTON BOULEVARD & PHILLIPS BOULEVARD 108 62 1 3 1 2 2 1 383 CLARK AVENUE & PASADENA STREE T 108 66 1 1 1 3
384 ELEANOR STREET & HOLT AVENUE 108 63 3 1 1 1 1 2
385 COLLINGWOOD DRIVE & SAN ANTONIO AVENUE 108 6 15 21 111 386 HAMILTON BOULEVARD & LAUREL AVENUE 108 61 3 2 4 2
387 GIBBS STREET & MONTEREY AVENUE 108 6 2224 1 1
388 FERNLEAF AVENUE & TOWNE AVENUE 108 6 1 5111 12
389 CENTER STREET & WHITE AVENUE 108 6 12331 2
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
390 3RD STREET & EAST END AVENUE 108 61 5 1 1 1 3
391 2ND STREET & SAN ANTONIO AVENUE 108 61 5 3 1 1 1
392 ARROW HIGHWAY & FAIR AVENUE 108 62 4 1 1 1 3
393 9TH STREET & EAST END AVENUE 108 61 5 2 1 1 2
394 ALVARADO STREET & PARK AVENUE 108 61 5 3 1 2
395 9TH STREET & ELEANOR STREET 108 61 5 4 1 1
396 3RD STREET & HAMILTON BOULEVARD 108 63 3 4 1 1
397 2ND STREET & PARK AVENUE 108 66 3 1 1 1
398 3RD STREET & PARK AVENUE 108 63 3 4 1 1
399 ALAMEDA STREET & MCKINLEY AVENUE 108 61 5 3 1 2
400 ALAMEDA STREET & ARTESIA STREE T 108 62 4 3 2 1
401 LINCOLN AVENUE & WASHINGTON AVENUE 144 51 1 3 2 2 1 402 LAUREL AVENUE & LEWIS STREE T 144 51 4 2 1 2
403 RANDOLPH STREET & WHITE AVENUE 144 51 4 1 2 2
404 JEFFERSON AVENUE & TOWNE AVENUE 144 51 4 3 1 1
405 HOLT AVENUE & ILLINOIS STREET 144 51 4 1 2 2
406 KELLOGG PARK DRIVE & RIDGEWAY STREET 144 51 4 2 1 1 1 407 HUNTINGTON BOULEVARD & MONTEREY AVENUE 144 51 4 1 1 1 1 1 408 KINGSLEY AVENUE & LORANNE AVENUE 144 51 1 3 2 2 1
409 SAN ANTONIO AVENUE & VERDE VISTA AVENUE 144 51 4 2 3 410 LA VERNE AVENUE & ROLLINS WA Y 144 5 1 4 1111 1
411 HOOVER AVENUE & INDIAN HILL BOULEVARD 144 53 2 1 4
412 FRANKLIN AVENUE & PALOMARES STREE T 144 51 4 2 1 1 1 413 CHESTER PLACE & PARK AVENUE 144 52 3 1 1 1 2
414 DUPONT STREET & VALLEY BOULEVARD 144 5 21211 12
415 CENTER STREET & PARK AVENUE 144 52 3 2 1 1 1
416 CASWELL AVENUE & HOLT AVENUE 144 5 12231 1
417 ELYSIAN AVENUE & KARESH AVENUE 144 51 4 1 2 1 1
418 DUDLEY STREET & PHILLIPS BOULEVARD 144 55 1 3 1
419 ERIE STREET & ORANGE GROVE AVENUE 144 51 2 2 4 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
420 GIBBS STREET & GRAND AVENUE 144 5 3231 1
421 CORDOVA STREET & SAN BERNARDINO AVENUE 144 51 4 1 3 1 422 CASA VISTA DRIVE & ORANGE GROVE AVENUE 144 55 2 1 2 423 ARROW HIGHWAY & WHITE AVENUE 144 51 1 3 1 2 2
424 11TH STREET & PALOMARES STREET 144 52 1 2 4 1
425 ANGELA STREET & OLIVE STREET 144 51 4 2 1 1 1
426 9TH STREET & PARK AVENUE 144 55 2 1 1 1
428 11TH STREET & TOWNE AVENUE 144 53 2 1 1 2 1
429 ARROYO AVENUE & WEBER STREE T 144 5 2 31111 1
430 1ST STREET & HAMILTON BOULEVARD 144 51 4 2 2 1
431 4TH STREET & HAMILTON BOULEVARD 144 51 1 3 2 2 1
432 7TH STREET & PARK AVENUE 144 51 4 2 1 1 1
433 ARROW HIGHWAY & MERRYWOOD STREET 144 5 2 1 2 111 2
434 1ST STREET & SAN LORENZO STREET 144 5 1 4 111 2
435 ARROW HIGHWAY & VALHALLA STREET 144 5 212 2111
436 ALVARADO STREET & GORDON STREET 144 52 3 1 1 1 2
437 9TH STREET & GIBBS STREET 144 51 3 1 3 1 1
438 BONITA AVENUE & FULTON ROAD 144 52 2 1 1 1 1 1 1
439 2ND STREET & HUNTINGTON STREET 144 51 4 3 1 1
440 9TH STREET & DUDLEY STREET 144 51 4 1 1 1 2
441 9TH STREET & WATERS AVENUE 144 51 4 1 1 2 1
442 IVORY LANE & TOWNE AVENUE 184 41 1 2 1 2 1
443 PARK AVENUE & POST AVENUE 184 4 13111 1
444 PALOMARES STREET & PEARL STREET 184 41 2 1 3 1
445 KINGSLEY AVENUE & SAINT PAUL STREET 184 4 222 2
446 PHILADELPHIA STREET & VIRGINIA AVENUE 184 42 2 4
447 LA VERNE AVENUE & LAS VEGAS AVENUE 184 41 3 1 1 2
448 MONTEREY AVENUE & PALOMARES STREE T 184 4 223 1
449 LA VERNE AVENUE & ROYALTY DRIVE 184 41 3 1 1 2
450 HERSHEY STREET & PRICE STREE T 184 41 3 1 2 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
451 LA VERNE AVENUE & STOCKER STREE T 184 4 1121 111
452 PARK AVENUE & VANDERGRIFT LANE 184 41 3 1 1 1 1
453 MAYFAIR AVENUE & WHITE AVENUE 184 41 1 2 2 2
454 INDIAN HILL BOULEVARD & VERDE VISTA AVENUE 184 41 3 3 1 455 MISSION BOULEVARD & RANCHO LAGUNA DRIVE 184 41 3 3 1 456 SUNDANCE DRIVE & VILLAGE LOOP ROAD 184 41 3 1 1 2
457 MISSION BOULEVARD & RT 71 184 44 3 1
458 HERMOSA AVENUE & MOUNTAIN AVENUE 184 41 3 1 1 2
459 CENTER STREET & PALOMARES STREE T 184 41 1 2 2 2
460 EAST END AVENUE & PASADENA STREE T 184 44 2 1 1
461 GAREY AVENUE & SERRANO PLACE 184 44 1 3
462 COLUMBIA AVENUE & WHITE AVENUE 184 4 223 1
463 GORDON STREET & PEARL STREET 184 44 1 1 2
464 COMMERCIAL STREET & THOMAS STREET 184 4 112 1 111
465 EAST END AVENUE & GRAND AVENUE 184 44 2 1 1
466 FAIRPLEX DRIVE & VIA ESTRELL A 184 41 3 3 1
467 CENTER STREET & TOWNE AVENUE 184 44 1 3
468 HAMILTON BOULEVARD & WILSON STREET 184 43 1 2 1 1
469 GILBERT STREET & ORANGE GROVE AVENUE 184 4 112 1 111 470 DUDLEY STREET & GILLETTE ROAD 184 44 1 1 1 1
471 GRAND AVENUE & MOUNTAIN VIEW AVENUE 184 42 2 1 1 2
472 FAIRPLEX DRIVE EAST & PASEO LA PA Z 184 42 2 3 1
474 CITRON PLACE & COUNTY ROAD 184 41 3 1 3
475 FERNLEAF AVENUE & FRIAR LANE 184 44 1 3
476 AMBERSON STREET & ARROW HIGHWA Y 184 41 1 2 3 1
477 ABBOTT STREET & GROVE STREET 184 41 3 2 2
478 ARROW HIGHWAY & TOWNE CENTER DRIVE 184 44 1 1 1 1
479 3RD STREET & ELEANOR STREE T 184 41 3 1 1 1 1
480 ALAMEDA STREET & GAREY AVENUE 184 41 3 1 3
481 3RD STREET & MAIN STREET 184 41 3 1 1 2
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
482 ANGELA STREET & CHANSLOR STREET 184 4 4111 1
483 3RD STREET & SAN ANTONIO AVENUE 184 41 1 2 1 1 2
484 BAUDIN STREET & LEXINGTON AVENUE 184 4 131 111
485 12TH STREET & TOWNE AVENUE 184 43 1 2 2
486 ACADEMY AVENUE & AUGUSTA STREE T 184 41 1 2 3 1
487 4TH STREET & MAIN STREET 184 4 1 3 111 1
488 ALVARADO STREET & LORANNE AVENUE 184 44 1 2 1
489 4TH STREET & RESERVOIR STREE T 184 44 2 1 1
490 2ND STREET & MAIN STREET 184 44 1 2 1
491 7TH STREET & GIBBS STREET 184 41 2 1 4
492 ANGELA STREET & ORCHID LANE 184 44 2 2
493 9TH STREET & BUENA VISTA AVENUE 184 41 1 2 2 1 1
494 AUGUSTA STREET & CONCORD AVENUE 184 4 222 2
495 1ST STREET & OAK AVENUE 184 41 3 2 2
496 BERKSHIRE WAY & GAREY AVENUE 184 41 3 1 2 1
497 9TH STREET & PALOMARES STREET 184 4 131 21
498 BONITA AVENUE & SUMNER AVENUE 184 43 1 1 1 1 1
499 BENEDICT WAY & SAN BERNARDINO AVENUE 184 44 1 2 1
500 KENOAK PLACE & WHITE AVENUE 241 33 3
501 KENOAK DRIVE & ORANGE GROVE AVENUE 241 33 1 1 1
502 OLIVE STREET & VIRGINIA AVENUE 241 31 2 2 1
503 LAZY MEADOW ROAD & SCENIC RIDGE DRIVE 241 33 1 2
504 PHILADELPHIA STREET & TITUS AVENUE 241 3 2 111 1
505 KARESH AVENUE & PASADENA STREE T 241 32 1 2 1
506 LAUREL AVENUE & MYRTLE AVENUE 241 33 1 1 1
507 LEXINGTON AVENUE & TROJAN WA Y 241 33 1 2
508 PALMGROVE AVENUE & RUSSELL PLACE 241 33 3
509 LEXINGTON AVENUE & WATERS AVENUE 241 31 2 2 1
510 LA VERNE AVENUE & SPENCER AVENUE 241 31 2 2 1
511 LINCOLN AVENUE & ROSS STREET 241 31 2 3
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
512 PHILLIPS BOULEVARD & SIGNAL DRIVE 241 31 2 2 1
513 HARRISON AVENUE & SUMNER AVENUE 241 31 2 1 1 1
514 ROOSEVELT AVENUE & TOWNE AVENUE 241 31 2 3
516 OLIVE STREET & SAN ANTONIO AVENUE 241 33 1 1 1
517 HOLT AVENUE & NEW YORK DRIVE 241 32 1 1 1 1
518 ORANGE GROVE AVENUE & SAN FELIPE STREE T 241 31 2 2 1 519 MARTELO STREET & SAN BERNARDINO AVENUE 241 33 2 1
520 PALOMARES STREET & PHILADELPHIA STREET 241 33 1 2
521 MCKINLEY AVENUE & SAN ANTONIO AVENUE 241 31 2 1 2
522 PARK AVENUE & RANDOLPH STREE T 241 31 2 1 1 1
523 HAWTHORNE PLACE & MOUNTAIN VIEW AVENUE 241 31 2 2 1 526 KINGSLEY AVENUE & SIGNAL DRIVE 241 31 2 2 1
527 MONTEREY AVENUE & PARCELS STREE T 241 31 2 1 1 1
528 PIONEER PLACE & POMONA BOULEVARD 241 33 1 1 1
529 VIA LIDO PLACE & VINTON AVENUE 241 31 2 1 2
530 RIO RANCHO ROAD & TOWN AND COUNTRY ROAD 241 31 1 1 2 1 531 JAMES PLACE & SAN ANTONIO AVENUE 241 31 2 2 1
532 SAN BERNARDINO AVENUE & WASHINGTON AVENUE 241 3 2 11 11 533 MURCHISON AVENUE & WEBER STREE T 241 31 2 1 1 1
534 NEVA LANE & RESERVOIR STREE T 241 31 2 1 1 1
535 OLD POMONA ROAD & VILLAGE LOOP ROAD 241 31 2 1 1 1
536 DUDLEY STREET & JESS STREET 241 33 2 1
537 GORDON STREET & GRAND AVENUE 241 33 1 2
538 CENTER STREET & HAMILTON BOULEVARD 241 31 2 2 1
539 DUDLEY STREET & MURCHISON AVENUE 241 31 2 1 2
540 ELEANOR STREET & GRAND AVENUE 241 31 2 1 1 1
541 CLAREMONT PLACE & HOLT AVENUE 241 33 2 1
542 ELLEN PLACE & RESERVOIR STREE T 241 33 2 1
543 FOOTHILL BOULEVARD & WILLIAMS AVENUE 241 32 1 2 1
544 CHANSLOR STREET & COUNTY ROAD 241 33 1 2
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
545 CLARK AVENUE & KINGSLEY AVENUE 241 33 1 1 1
546 GORDON STREET & MISSION BOULEVARD 241 33 1 2
547 ELMCROFT AVENUE & INDIAN HILL BOULEVARD 241 3 211 11 548 CORDOVA STREET & EDGEHILL DRIVE 241 33 1 1 1
549 DENSMORE STREET & LINCOLN AVENUE 241 33 1 1 1
550 GRAND AVENUE & SIGNAL DRIVE 241 33 1 1 1
551 EMPRESS ROAD & VALLEY BOULEVARD 241 31 2 2 1
552 COLUMBIA AVENUE & INDIAN HILL BOULEVARD 241 31 2 2 1 553 GANESHA PLACE & MCKINLEY AVENUE 241 33 3
554 GIBBS STREET & PHILLIPS BOULEVARD 241 33 1 1 1
555 CLEVELAND STREET & PAVILION DRIVE 241 33 1 2
556 GLENROY STREET & OLIVE STREET 241 33 1 2
557 BUENA VISTA AVENUE & PHILLIPS BOULEVARD 241 31 2 2 1 558 CADILLAC DRIVE & SAN LUIS STREET 241 33 1 1 1
559 BUENA VISTA AVENUE & GRAND AVENUE 241 31 2 1 2
560 CANYON RIM ROAD & VILLAGE LOOP ROAD 241 33 1 1 1
561 ERICKSEN DRIVE & ORANGE GROVE AVENUE 241 33 1 2
562 GRAND AVENUE & MAIN STREE T 241 31 2 1 1 1
563 COUNTY ROAD & SAN ANTONIO AVENUE 241 33 1 1 1
564 GRAND AVENUE & PALOMARES STREE T 241 33 2 1
565 CURRIER STREET & LAUREL AVENUE 241 31 2 1 2
566 CASWELL STREET & MISSION BOULEVARD 241 33 1 1 1
567 DEL ROSA PLACE & LAUREL AVENUE 241 31 2 1 2
568 GROVE STREET & TOWNE AVENUE 241 33 2 1
569 BONNIE BRAE STREET & VERDE VISTA AVENUE 241 33 1 2
570 GIBBS STREET & MCKINLEY AVENUE 241 33 3
571 FERNLEAF AVENUE & HAMILTON BOULEVARD 241 31 2 2 1
572 HAMILTON BOULEVARD & WILLIAM STREET 241 33 2 1
573 BARJUD AVENUE & RANDY STREE T 241 31 2 1 1 1
574 ARROW HIGHWAY & MAPLE AVENUE 241 32 1 1 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
575 3RD STREET & CASWELL STREET 241 33 2 1
576 4TH STREET & PALOMARES STREET 241 32 1 3
577 ARROYO AVENUE & SAED STREE T 241 31 2 1 1 1
578 4TH STREET & SAN ANTONIO AVENUE 241 3 3 111
579 ABBOTT STREET & HARRISON AVENUE 241 31 2 3
580 12TH STREET & WHITE AVENUE 241 32 1 3
581 11TH STREET & PARK AVENUE 241 31 2 2 1
582 4TH STREET & TOWNE AVENUE 241 3 111 1 2
583 ARROYO AVENUE & ARROYO PARK DRIVE 241 33 1 2
584 6TH STREET & ELEANOR STREET 241 33 1 2
585 AUGUSTA STREET & MURCHISON BOULEVARD 241 31 2 1 2
586 6TH STREET & GAREY AVENUE 241 31 2 1 1 1
587 ABBOTT STREET & FANSHAW AVENUE 241 33 1 2
588 6TH STREET & HAMILTON BOULEVARD 241 33 1 2
589 3RD STREET & PALOMARES STREET 241 31 2 1 1 1
590 6TH STREET & WHITE AVENUE 241 31 2 1 1 1
591 ALVARADO STREET & HUNTINGTON BOULEVARD 241 31 2 2 1 592 3RD STREET & HUNTINGTON STREET 241 31 2 2 1
593 2ND STREET & MYRTLE AVENUE 241 31 2 2 1
594 7TH STREET & LINDEN STREET 241 33 2 1
595 ARROW HIGHWAY & MARIPOSA STREET 241 31 2 2 1
596 7TH STREET & PALOMARES STREET 241 33 2 1
597 11TH STREET & HAMILTON BOULEVARD 241 33 1 2
598 8TH STREET & TOWNE AVENUE 241 33 1 1 1
599 ARROYO DRIVE & GLENEAGLES AVENUE 241 33 3
600 3RD STREET & MYRTLE AVENUE 241 3 11111 1
601 BARHILL AVENUE & PARK AVENUE 241 31 2 1 2
602 9TH STREET & PARCELS STREET 241 33 1 1 1
603 BEAVER COURT & BISCAY WA Y 241 31 2 1 2
605 BOLIVAR STREET & FRANKLIN AVENUE 241 33 2 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
607 MISSION BOULEVARD & REGENE STREET 343 22 1 1
608 LAUREL AVENUE & WEBER STREE T 343 22 1 1
609 MONTEREY AVENUE & PALOMA DRIVE 343 21 1 2
610 HOLT AVENUE & LAS BRISAS CIRCLE 343 21 1 1 1
611 LA LUNA WAY & LA VERNE AVENUE 343 22 1 1
612 MOUNTAIN VIEW AVENUE & PHILLIPS BOULEVARD 343 22 1 1 613 LA LUNA WAY & SAN FELIPE STREE T 343 22 2
614 MOUNTAIN VIEW AVENUE & REEVES PLACE 343 22 1 1
615 LORANNE AVENUE & PRICE STREE T 343 22 1 1
616 LEEBE AVENUE & LOMBARD STREET 343 22 1 1
617 TOWNE AVENUE & TOWNE CENTER DRIVE 343 2 111 1
618 NELSON STREET & OLIVE STREET 343 22 2
620 KOOLISH STREET & OLIVE STREET 343 22 1 1
621 PHILLIPS DRIVE & SOUTHVIEW PLACE 343 22 2
622 TOWNE AVENUE & VERDE VISTA AVENUE 343 21 1 2
623 RAVENSWOOD WAY & ROYAL COACH AVENUE 343 22 1 1
624 HOLLY WAY & PHILLIPS BOULEVARD 343 22 1 1
625 LA VERNE AVENUE & LARCHMONT STREE T 343 22 1 1
626 HARRISON AVENUE & HOLLANDER STREE T 343 22 1 1
627 MAGNOLIA STREET & MAPLE AVENUE 343 22 2
628 MCKINLEY AVENUE & PALOMARES STREE T 343 22 1 1
629 TERRYVIEW AVENUE & WILD ROSE AVENUE 343 22 1 1
630 HAWTHORNE PLACE & LORANNE AVENUE 343 22 2
631 HOLT AVENUE & RESERVOIR STREE T 343 22 1 1
632 LAZULITE LANE & WAYNE STREE T 343 22 1 1
633 PHILADELPHIA STREET & TOWNE AVENUE 343 22 1 1
634 ORANGE GROVE AVENUE & SAN JUAN STREE T 343 22 1 1
635 HUNTINGTON BOULEVARD & TEXAS STREET 343 22 1 1
636 ORANGE GROVE AVENUE & SAN LUIS STREE T 343 2 111 1
637 PHILLIPS BOULEVARD & WATERS AVENUE 343 22 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
638 LOGAN STREET & VASSAR STREET 343 22 1 1
639 PHILLIPS DRIVE & WESTMONT AVENUE 343 22 2
640 HUNTINGTON BOULEVARD & LAUREL AVENUE 343 22 1 1
641 MISSION BOULEVARD & TOWNE AVENUE 343 22 1 1
642 PALOMARES STREET & PASADENA STREE T 343 22 1 1
643 ILLINOIS STREET & WILLIAM STREET 343 22 1 1
644 KINGSLEY AVENUE & MADELEINE WA Y 343 22 2
645 ROLLING RIDGE DRIVE & RUSTIC GLEN DRIVE 343 22 2
646 LORANNE AVENUE & PASADENA STREE T 343 22 1 1
647 LAS VEGAS AVENUE & ROBERTS STREE T 343 22 1 1
648 MEDINA STREET & SANTEZ DRIVE 343 21 1 2
649 SAN BERNARDINO AVENUE & WAYNE STREE T 343 22 2
650 LA VERNE AVENUE & ORANGE GROVE AVENUE 343 22 2
651 SONORA STREET & TASMAN AVENUE 343 22 1 1
652 KINGSLEY AVENUE & SHERIDAN AVENUE 343 21 1 1 1
653 JAMES PLACE & LESLIE COURT 343 22 1 1
654 MERCURY CIRCLE & PACIFIC STREE T 343 22 1 1
655 TEXAS STREET & WISCONSIN STREE T 343 22 1 1
656 MILLS AVENUE & OLIVE STREET 343 22 2
657 WESTMONT AVENUE & WRIGHT STREET 343 22 2
658 PASADENA STREET & SIGNAL DRIVE 343 22 1 1
659 OLIVE STREET & PALOMARES STREET 343 22 1 1
660 MOUNT VERNON AVENUE & UNION AVENUE 343 22 2
662 FARRELL AVENUE & KARESH AVENUE 343 2 111 1
663 COLUMBIA AVENUE & PALOMARES STREET 343 2 111 1
664 GAREY AVENUE & MAGNOLIA STREET 343 22 1 1
665 CONCORD AVENUE & CROMWELL STREET 343 22 1 1
666 BROOKSIDE LANE & FULTON ROAD 343 22 2
667 CALIFORNIA PLACE & LOMA VISTA STREET 343 22 2
668 FLEMING STREET & WESTMONT AVENUE 343 22 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
669 CALLE DE CABOS & SANTA CLARA DRIVE 343 21 1 1 1
670 GARNET STREET & WHITE AVENUE 343 21 1 2
671 COUNTY ROAD & NOTRE DAME AVENUE 343 22 1 1
672 BRIARWOOD LANE & SAN ANTONIO AVENUE 343 22 2
673 CALPINE COURT & VIRGINIA AVENUE 343 22 2
674 COMMERCIAL STREET & PARK AVENUE 343 21 1 1 1
675 COUNTY ROAD & TAMPA STREET 343 22 1 1
676 FERNLEAF AVENUE & REBECCA STREE T 343 21 1 1 1
677 COUNTY ROAD & VIRGINIA AVENUE 343 21 1 2
678 GAMBIER DRIVE & RIO RANCHO ROAD 343 22 1 1
679 CRESTHAVEN LANE & GAREY AVENUE 343 22 1 1
680 GAREY AVENUE & PENFIELD STREE T 343 22 1 1
681 CAMPHOR PLACE & COUNTY ROAD 343 22 1 1
682 GIBBS STREET & PASADENA STREET 343 22 1 1
683 CYNTHIA STREET & PALOMARES STREET 343 22 2
684 CADILLAC DRIVE & SAN FELIPE STREE T 343 22 2
685 CYPRESS STREET & MONTEREY AVENUE 343 21 1 2
686 ENTERPRISE PLACE & POMONA BOULEVARD 343 22 1 1
687 DATE STREET & LAUREL AVENUE 343 22 1 1
688 GROVE STREET & VAMANA STREET 343 22 1 1
689 DUDLEY STREET & ELWOOD AVENUE 343 22 2
690 CADILLAC DRIVE & SAN RAFAEL STREE T 343 22 1 1
691 CASA VISTA DRIVE & VAL VISTA STREET 343 22 1 1
692 CHESTER PLACE & WISCONSIN STREET 343 21 1 1 1
693 BRADFORD STREET & PEARL STREE T 343 21 1 1 1
694 CHESTNUT PLACE & COUNTY ROAD 343 22 1 1
695 CASWELL AVENUE & LINCOLN AVENUE 343 22 1 1
696 BONNIE BRAE STREET & SAN BERNARDINO AVENUE 343 22 1 1 697 CASWELL AVENUE & PASADENA STREE T 343 22 1 1
698 BUTTERFIELD ROAD & DENISON STREE T 343 22 2
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
699 ELEANOR STREET & KINGSLEY AVENUE 343 21 1 2
700 COLLEGE AVENUE & RUSSELL PLACE 343 22 2
701 CENTER STREET & ELEANOR STREE T 343 22 2
702 COLLINGWOOD DRIVE & LARCHMONT STREET 343 22 1 1
703 ELEANOR STREET & PASADENA STREE T 343 22 2
704 BUTTERFIELD ROAD & GRAND AVENUE 343 22 1 1
705 CENTER STREET & HUNTINGTON BOULEVARD 343 21 1 1 1
706 GLEN AVENUE & SURREY LANE 343 2 111 1
707 ELWOOD AVENUE & WEBER STREE T 343 22 1 1
708 BUTTERFIELD ROAD & VEJAR STREE T 343 21 1 1 1
709 EMPRESS ROAD & LANCER AVENUE 343 22 1 1
710 EMPRESS ROAD & SANTEZ DRIVE 343 2 111 1
711 FAIRPLEX DRIVE & HOLT AVENUE 343 22 2
712 11TH STREET & REBECCA STREE T 343 22 2
713 AZALEA DRIVE & WHITE AVENUE 343 21 1 1 1
714 ARTESIA STREET & BERKELEY AVENUE 343 22 2
715 9TH STREET & MAIN STREET 343 22 1 1
716 BELINDA AVENUE & CORNELIA STREE T 343 22 1 1
717 3RD STREET & GIBBS STREET 343 21 1 1 1
718 8TH STREET & REBECCA STREET 343 22 1 1
719 6TH STREET & OAK AVENUE 343 22 1 1
720 ATLANTIC STREET & POMONA BOULEVARD 343 2 1111
721 9TH STREET & THOMAS STREET 343 22 1 1
722 9TH STREET & CASWELL STREET 343 22 2
723 6TH STREET & PALOMARES STREET 343 21 1 1 1
724 2ND STREET & REBECCA STREE T 343 22 1 1
725 4TH STREET & CYPRESS STREET 343 22 1 1
726 8TH STREET & PALOMARES STREET 343 22 1 1
727 3RD STREET & OAK AVENUE 343 22 1 1
728 4TH STREET & ELEANOR STREET 343 22 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
729 7TH STREET & CASWELL STREET 343 22 1 1
730 ASHFIELD AVENUE & LOGAN STREE T 343 22 2
731 4TH STREET & WHITE AVENUE 343 22 1 1
732 9TH STREET & BUTTERFIELD ROAD 343 22 2
733 ALAMEDA STREET & ALISO STREET 343 22 2
734 BANGOR STREET & SAN ANTONIO AVENUE 343 22 1 1
735 10TH STREET & LOCUST STREET 343 22 1 1
736 BAYPORT CIRCLE & LEWIS STREET 343 22 2
737 BONITA AVENUE & CARNEGIE AVENUE 343 22 1 1
738 3RD STREET & SAN LORENZO STREE T 343 2 111 1
739 BONITA AVENUE & METROPOLITAN PLACE 343 22 1 1
740 2ND STREET & RESERVOIR STREE T 343 22 1 1
741 7TH STREET & HAMILTON BOULEVARD 343 22 2
742 11TH STREET & GIBBS STREET 343 22 1 1
743 ALISO STREET & WINDSOR PLACE 343 2 111 1
744 8TH STREET & PARCELS STREET 343 22 1 1
745 ALTURA COURT & VAL VISTA STREET 343 21 1 2
746 2ND STREET & THOMAS STREET 343 22 1 1
747 2ND STREET & GAREY AVENUE 343 21 1 1 1
748 ARROYO DRIVE & LILAC PLACE 343 22 2
749 6TH STREET & BUENA VISTA AVENUE 343 2 111 1
750 11TH STREET & HANSEN AVENUE 343 21 1 1 1
751 ALVARADO STREET & PALOMARES STREE T 343 22 2
752 ASHFIELD AVENUE & LOS FLORES STREE T 343 22 1 1
753 4TH STREET & REBECCA STREE T 343 22 1 1
754 AUGUSTA STREET & BELINDA AVENUE 343 22 1 1
755 ALVARADO STREET & WISCONSIN STREE T 343 22 1 1
756 AVENIDA RANCHEROS & LA SIERRA DRIVE 343 21 1 1 1
757 1ST STREET & GAREY AVENUE 343 21 1 1 1
758 BALBOA STREET & SAN BERNARDINO AVENUE 343 22 1 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
759 2ND STREET & OAK AVENUE 343 2 111 1
760 BANGOR STREET & SATICOY STREET 343 21 1 1 1
761 ARALIA DRIVE & CALATINA DRIVE 343 22 1 1
762 9TH STREET & GAREY AVENUE 343 21 1 1 1
763 ARROW HIGHWAY & DEODAR ROAD 343 22 1 1
764 9TH STREET & HANSEN AVENUE 343 22 1 1
765 8TH STREET & CURRIER STREE T 343 22 2
766 9TH STREET & LA MESA STREET 343 22 1 1
767 8TH STREET & LA MESA STREET 343 22 2
768 ALAMEDA STREET & WILART PLACE 343 21 1 1 1
769 ALCOTT AVENUE & REGENE STREET 343 22 2
770 ALVARADO STREET & ELEANOR STREE T 343 22 1 1
771 FOLEY WAY & TEMPLE AVENUE 343 2 1 111
772 FALCON RIDGE DRIVE & RUSTIC GLEN DRIVE 343 22 1 1
773 LONE RIDGE ROAD & RIO RANCHO ROAD 343 22 1 1
774 MISSION BOULEVARD & PARK AVENUE 508 11 1
775 MONTEREY AVENUE & NEWMAN STREE T 508 11 1
776 RICHBROOK DRIVE & WOODBEND DRIVE 508 11 1
777 LOS FLORES STREET & SAUNDERS STREE T 508 11 1
778 HEMLOCK WAY & RODERICK AVENUE 508 11 1
779 LOVEJOY STREET & VASSAR STREET 508 11 1
780 LINCOLN AVENUE & SCOTT AVENUE 508 11 1
781 MADISON AVENUE & PALOMARES STREE T 508 11 1
782 SALEM LANE & SAN ANTONIO AVENUE 508 11 1
783 MURAL DRIVE & SILVERDALE DRIVE 508 11 1
784 SILVERWOOD DRIVE & WILLOWBROOK LANE 508 11 1
785 HARTFORD PLACE & ORANGE GROVE AVENUE 508 11 1
786 VILLAGE LOOP ROAD & WILLOWBROOK LANE 508 11 1
787 JEFFERSON AVENUE & WISCONSIN STREE T 508 11 1
788 HYDE AVENUE & LARCHMONT STREET 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
789 NAPOLI PLACE & PHILLIPS DRIVE 508 11 1
790 REEVES PLACE & SAN ANTONIO AVENUE 508 11 1
791 HOLLANDER STREET & VALERA AVENUE 508 11 1
792 HEATHER WAY & ROBERTS STREE T 508 11 1
793 MAIN STREET & MISSION BOULEVARD 508 11 1
794 SAN ANTONIO AVENUE & TOWNE AVENUE 508 11 1
795 NORTH RANCH ROAD & ROCK BLUFF ROAD 508 11 1
796 SAPHIRE COURT & WHITE AVENUE 508 11 1
797 KINGSLEY AVENUE & MOUNTAIN AVENUE 508 11 1
798 TANGLEWOOD DRIVE & VILLAGE LOOP ROAD 508 11 1
799 OLD WOOD ROAD & VILLAGE LOOP ROAD 508 11 1
800 VAL VISTA STREET & VALLECITO 508 11 1
801 MAIN STREET & PEARL STREET 508 11 1
802 HAWTHORNE PLACE & SAN ANTONIO AVENUE 508 11 1
803 OLIVE STREET & POWERS STREET 508 11 1
804 POMONA BOULEVARD & TEMPLE AVENUE 508 11 1
805 MAPLE VIEW DRIVE & PHILLIPS DRIVE 508 11 1
806 PRICE STREET & RESERVOIR STREE T 508 11 1
807 LENNOX STREET & VICENTE AVENUE 508 11 1
808 RAVEN HILL DRIVE & ROLLING RIDGE DRIVE 508 11 1
809 MAYFAIR AVENUE & PARK AVENUE 508 11 1
810 HILLCREST DRIVE & HILLCREST PLACE 508 11 1
811 OMAR STREET & VALLEY BOULEVARD 508 11 1
812 ROCK BLUFF ROAD & SUNSET RIDGE DRIVE 508 11 1
813 ORANGE GROVE AVENUE & PROCK STREET 508 11 1
814 ROYALTY DRIVE & VINTON AVENUE 508 11 1
815 LENORE LANE & SAN ANTONIO AVENUE 508 11 1
816 SAN ANTONIO AVENUE & SAN BERNARDINO AVENUE 508 11 1 817 HARRISON AVENUE & HUSTON STREE T 508 11 1
818 SAN BERNARDINO AVENUE & SHIRLEY PLACE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
819 LEWIS STREET & PAVILION DRIVE 508 11 1
820 INNOVATION WAY & TEMPLE AVENUE 508 11 1
821 HUNT AVENUE & MUNHALL AVENUE 508 11 1
822 SEQUOIA GLEN & STORRS PLACE 508 11 1
823 ORANGE GROVE AVENUE & VINTON AVENUE 508 11 1
824 SPENCER AVENUE & TASMAN AVENUE 508 11 1
825 ORANGE GROVE AVENUE & WEBER STREE T 508 11 1
826 MONTEREY AVENUE & REBECCA STREE T 508 11 1
827 HUNT AVENUE & SAN ANTONIO AVENUE 508 11 1
828 TOWNE AVENUE & TOWNE PARK CIRCLE 508 11 1
829 PACIFIC STREET & POMONA BOULEVARD 508 11 1
830 VALHALLA STREET & VASSAR STREET 508 11 1
831 PACKARD DRIVE & PAINTER COUR T 508 11 1
832 MONTEREY AVENUE & WHITE AVENUE 508 11 1
833 PAIGE DRIVE & SUNSET DRIVE 508 11 1
834 PINE STREET & STARE STREE T 508 11 1
835 KLEIN PLACE & OLIVE STREET 508 11 1
836 HUNTINGTON STREET & MUIR AVENUE 508 11 1
837 HOLLY WAY & PATTERSON AVENUE 508 11 1
838 POMONA BOULEVARD & UNIVERSITY PARKWA Y 508 11 1
839 MCKINLEY AVENUE & WHITE AVENUE 508 11 1
840 POST AVENUE & POWERS STREET 508 11 1
841 LEXINGTON AVENUE & SANBORN WA Y 508 11 1
842 RANCHO VISTA PLACE & TRABUCO PLACE 508 11 1
843 LA VERNE AVENUE & VICTORIA WA Y 508 11 1
844 RANDOLPH STREET & WISCONSIN STREET 508 11 1
845 LANCER AVENUE & TANGIER PLACE 508 11 1
846 LINCOLN AVENUE & SHERIDAN AVENUE 508 11 1
847 PALOMARES STREET & SAN FRANCISCO AVENUE 508 11 1
848 JEFFERSON AVENUE & PALOMARES STREE T 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
849 MERRYWOOD STREET & VASSAR STREE T 508 11 1
850 RICHARD STREET & SCOVILLE AVENUE 508 11 1
851 MESA RIDGE DRIVE & ROLLING RIDGE DRIVE 508 11 1
852 KARESH AVENUE & LINCOLN AVENUE 508 11 1
853 PARK AVENUE & PRECIADO STREE T 508 11 1
854 RODMAN AVENUE & WASHINGTON AVENUE 508 11 1
855 MILANO PLACE & PHILLIPS DRIVE 508 11 1
856 MISSION BOULEVARD & TEMPLE AVENUE 508 11 1
857 PARK AVENUE & RIO RANCHO ROAD 508 11 1
858 KNOLLVIEW DRIVE & VILLAGE LOOP ROAD 508 11 1
859 MILFORD AVENUE & MORRISON STREET 508 11 1
860 SALEM LANE & SPRINGVALE STREET 508 11 1
861 PASADENA STREET & SAN ANTONIO AVENUE 508 11 1
862 HILLCREST DRIVE & LOS ROBLES PLACE 508 11 1
863 WESTWOOD PLACE & WILLOW STREET 508 11 1
864 KENWOOD DRIVE & VAL VISTA STREET 508 11 1
865 HUNTINGTON BOULEVARD & RANDOLPH STREET 508 11 1
866 SAN BERNARDINO AVENUE & SINGINGWOOD AVENUE 508 11 1 867 PENNYWOOD PLACE & TERRYVIEW AVENUE 508 11 1
868 MONTEREY AVENUE & PALM PLACE 508 11 1
869 PHILADELPHIA STREET & PRIMROSE WA Y 508 11 1
870 LA VERNE AVENUE & LOS FLORES STREE T 508 11 1
871 WHITE AVENUE & WILLIAM STREET 508 11 1
872 SELKIRK AVENUE & WAYNE STREE T 508 11 1
873 MILL VALLEY ROAD & VILLAGE LOOP ROAD 508 11 1
874 SHERIDAN AVENUE & SHERIDAN COUR T 508 11 1
875 MILLER STREET & PALOMARES STREET 508 11 1
876 LOMA VISTA STREET & VAL VISTA STREET 508 11 1
877 LINCOLN AVENUE & LORANNE AVENUE 508 11 1
878 LA VERNE AVENUE & MOUNTAIN AVENUE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
879 PHILLIPS BOULEVARD & PROSPECT DRIVE 508 11 1
880 HOLT AVENUE & TOWNE AVENUE 508 11 1
881 PHILLIPS BOULEVARD & REBECCA STREET 508 11 1
882 JAMES PLACE & MILLS AVENUE 508 11 1
883 MINDO DRIVE & SIGNAL DRIVE 508 11 1
884 KINGSLEY AVENUE & PALOMARES STREET 508 11 1
885 MIRAMAR STREET & TERRYVIEW AVENUE 508 11 1
886 MONTEREY AVENUE & THOMAS STREET 508 11 1
887 HANSEN AVENUE & PHILLIPS BOULEVARD 508 11 1
888 VAL VISTA STREET & VIOLA PLACE 508 11 1
889 HIDDEN VALLEY ROAD & WESTBROOK LANE 508 11 1
890 MONTEREY AVENUE & TOWNE AVENUE 508 11 1
891 PHILLIPS DRIVE & SAVONA PLACE 508 11 1
892 WEBER STREET & WINGATE PLACE 508 11 1
893 KNOLLVIEW DRIVE & RIMGATE CIRCLE 508 11 1
894 LOS FELIS DRIVE & RANCHO JURUPA PLACE 508 11 1
895 PHILLIPS DRIVE & TORINO PLACE 508 11 1
896 HAMPSHIRE COURT & LAUREL AVENUE 508 11 1
897 MILL VALLEY ROAD & RAWHIDE STREET 508 11 1
898 COMMERCIAL STREET & HUNTINGTON BOULEVARD 508 11 1
899 CARLTON AVENUE & CROMWELL STREET 508 11 1
900 BURMA COURT & FRANKLIN AVENUE 508 11 1
901 COUNTY ROAD & TRUDY PLACE 508 11 1
902 CARMANITA AVENUE & SAN CARLOS DRIVE 508 11 1
903 DUPONT PLACE & KELLOGG PARK DRIVE 508 11 1
904 BUFFINGTON STREET & GOLDENROD PLACE 508 11 1
905 COUNTRY WOOD DRIVE & OLD WOOD ROAD 508 11 1
906 COLLEGE AVENUE & JAMES PLACE 508 11 1
907 BREA CANYON ROAD & DENISON STREE T 508 11 1
908 DUDLEY STREET & LA VITA AVENUE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
909 COVECREST WAY & GROVE STREET 508 11 1
910 BRADFORD STREET & KINGSLEY AVENUE 508 11 1
911 EAST END AVENUE & PHILLIPS BOULEVARD 508 11 1
912 BOYD PLACE & VANDERGRIFT LANE 508 11 1
913 EDGEHILL DRIVE & SHERIDAN AVENUE 508 11 1
914 FULTON ROAD & LA VERNE AVENUE 508 11 1
915 EDWIN STREET & TOWNE AVENUE 508 11 1
916 GAREY AVENUE & LA VERNE AVENUE 508 11 1
917 ELAINE STREET & MILLS AVENUE 508 11 1
918 COLLEGE AVENUE & SAN BERNARDINO AVENUE 508 11 1
919 CAMBRIN ROAD & LA VITA AVENUE 508 11 1
920 GIBBS STREET & MADISON AVENUE 508 11 1
921 CASWELL AVENUE & SAN FRANCISCO AVENUE 508 11 1
922 GIBBS STREET & SAN FRANCISCO AVENUE 508 11 1
923 BRENTWOOD STREET & PHILADELPHIA STREET 508 11 1
924 GORDON STREET & JEFFERSON AVENUE 508 11 1
925 COUNTY ROAD & KATHRYN AVENUE 508 11 1
926 COMMERCIAL STREET & ELEANOR STREE T 508 11 1
927 CROMWELL STREET & FARRINGDON AVENUE 508 11 1
928 GRAND AVENUE & SPRINGVALE STREE T 508 11 1
929 ELEANOR STREET & MONTEREY AVENUE 508 11 1
930 FORT LEWIS DRIVE & SUMNER AVENUE 508 11 1
931 CRYSTAL PLACE & LA VERNE AVENUE 508 11 1
932 CLARK AVENUE & PRICE STREE T 508 11 1
933 ELEANOR STREET & PEARL STREE T 508 11 1
934 DIGBY AVENUE & MANVILLE STREET 508 11 1
935 BREON STREET & PAVILION DRIVE 508 11 1
936 GAREY AVENUE & HARRISON AVENUE 508 11 1
937 ELM BROOK LANE & FULTON ROAD 508 11 1
938 GAREY AVENUE & MISSION BOULEVARD 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
939 BREWSTER DRIVE & CAPPER AVENUE 508 11 1
940 DOUGLAS DRIVE & HILLSIDE DRIVE 508 11 1
941 CAMERON AVENUE & NEPTUNE STREE T 508 11 1
942 CARDIFF COURT & SAN SIMEON STREE T 508 11 1
943 ELMCROFT AVENUE & KARESH AVENUE 508 11 1
944 GIBBS STREET & JEFFERSON AVENUE 508 11 1
945 ELWOOD AVENUE & MEMPHIS COURT 508 11 1
946 BUTTERFIELD ROAD & PALMER STREET 508 11 1
947 COUNTY ROAD & MILLS AVENUE 508 11 1
948 COLUMBIA AVENUE & LORANNE AVENUE 508 11 1
949 BREWSTER DRIVE & KARESH AVENUE 508 11 1
950 GLEN AVENUE & GLENPARK STREET 508 11 1
951 CAMPHOR PLACE & ROGER COURT 508 11 1
952 DUDLEY STREET & MESERVE STREE T 508 11 1
953 CALATINA DRIVE & FREMONT STREE T 508 11 1
954 BRADFORD STREET & MONROE AVENUE 508 11 1
955 CYPRESS STREET & MISSION BOULEVARD 508 11 1
956 GRANADA PLACE & INDIAN HILL BOULEVARD 508 11 1
957 CORINTHIAN WAY & PAVILION DRIVE 508 11 1
958 GRAND AVENUE & PACKARD DRIVE 508 11 1
959 BROOKSIDE LANE & DAWN VIEW AVENUE 508 11 1
960 COMMERCIAL STREET & MAIN STREET 508 11 1
961 COUNTY ROAD & STANFORD AVENUE 508 11 1
962 FOOTHILL BOULEVARD & TOWNE AVENUE 508 11 1
963 ERIE STREET & HOLT AVENUE 508 11 1
964 CLAREMONT PLACE & LINCOLN AVENUE 508 11 1
965 ERIE STREET & LAUREL AVENUE 508 11 1
966 FRANKLIN AVENUE & NORVAL STREE T 508 11 1
967 BROOKWIN DRIVE & CURRIER STREE T 508 11 1
968 BRADFORD STREET & COLUMBIA AVENUE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
969 ERVILLA STREET & ORANGE GROVE AVENUE 508 11 1
970 FREDA AVENUE & RAVENSWOOD WA Y 508 11 1
971 ESTEL DRIVE & MURCHISON AVENUE 508 11 1
972 GABRIEL DRIVE & PARK AVENUE 508 11 1
973 EXCHANGE PLACE & POMONA BOULEVARD 508 11 1
974 CLEVELAND STREET & DOUGLAS DRIVE 508 11 1
975 EXPLORER STREET & POMONA BOULEVARD 508 11 1
976 GAREY AVENUE & GREVILLIA STREE T 508 11 1
977 CHANSLOR STREET & ORCHID LANE 508 11 1
978 DIGBY STREET & MERRYWOOD STREET 508 11 1
979 GROVE STREET & HOLLANDER STREET 508 11 1
980 BRADFORD STREET & LINCOLN AVENUE 508 11 1
981 GROVE STREET & MERRIFIELD AVENUE 508 11 1
982 GAREY AVENUE & OLIVE STREET 508 11 1
983 DAWN VIEW AVENUE & GROVE STREE T 508 11 1
984 CANYON WAY & HILLCREST DRIVE 508 11 1
985 DAYTON AVENUE & WATERS AVENUE 508 11 1
986 GAREY AVENUE & PHILLIPS BOULEVARD 508 11 1
987 DEBORAH DRIVE & ORANGE GROVE AVENUE 508 11 1
988 CORDOVA STREET & ELMCROFT AVENUE 508 11 1
989 FARNAM PLACE & FRANKLIN AVENUE 508 11 1
990 GAYLEY COURT & GLEN AVENUE 508 11 1
991 DEL NORDE AVENUE & SAUNDERS STREE T 508 11 1
992 COLMAR STREET & ESSEX AVENUE 508 11 1
993 FELLOWS PLACE & RAYLENE PLACE 508 11 1
994 GIBBS STREET & KINGSLEY AVENUE 508 11 1
995 BUENA VISTA AVENUE & FERNLEAF AVENUE 508 11 1
996 COLONY DRIVE & MANOR CIRCLE 508 11 1
997 CAMPUS DRIVE & TEMPLE AVENUE 508 11 1
998 BUTTERFIELD ROAD & PHILLIPS BOULEVARD 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
999 FERNLEAF AVENUE & PALOMARES STREE T 508 11 1
1000 GIBBS STREET & PEARL STREET 508 11 1
1001 FERNLEAF AVENUE & PARK AVENUE 508 11 1
1002 GIBBS STREET & SAN BERNARDINO AVENUE 508 11 1
1003 DENISON STREET & WESTMONT AVENUE 508 11 1
1004 COLUMBIA AVENUE & MOUNTAIN VIEW AVENUE 508 11 1
1005 DENSMORE STREET & ESSEX AVENUE 508 11 1
1006 GLEN AVENUE & PAVILION DRIVE 508 11 1
1007 FICUS STREET & RIVERSIDE DRIVE 508 11 1
1008 COLUMBIA AVENUE & MURRAY AVENUE 508 11 1
1009 CINDERELLA WAY & ROYAL COACH AVENUE 508 11 1
1010 CARY LANE & SHARON DRIVE 508 11 1
1011 FILLMORE PLACE & LAUREL AVENUE 508 11 1
1012 GORDON STREET & MCKINLEY AVENUE 508 11 1
1013 FIRST STREET & HAMILTON BOULEVARD 508 11 1
1014 COLUMBIA AVENUE & WASHINGTON AVENUE 508 11 1
1015 FLAXTON STREET & FOXBURY AVENUE 508 11 1
1016 GOTHIC WAY & PAVILION DRIVE 508 11 1
1017 FLEMING STREET & GOLDENROD PLACE 508 11 1
1018 GRAND AVENUE & HANSEN AVENUE 508 11 1
1019 CANTERBURY AVENUE & CROMWELL STREE T 508 11 1
1020 COMMERCIAL STREET & GORDON STREET 508 11 1
1021 DIGBY AVENUE & LOVEJOY STREET 508 11 1
1022 COMMERCIAL STREET & HAMILTON BOULEVARD 508 11 1
1023 FOOTHILL BOULEVARD & GAREY AVENUE 508 11 1
1024 GRAND AVENUE & REBECCA STREE T 508 11 1
1025 CLAIRE PLACE & ORANGE GROVE AVENUE 508 11 1
1026 COMMERCIAL STREET & NEWMAN STREE T 508 11 1
1027 FOOTHILL BOULEVARD & RUBY WAY 508 11 1
1028 DUDLEY STREET & SMITH STREET 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1029 CLAREMONT PLACE & GARFIELD AVENUE 508 11 1
1030 COMMERCIAL STREET & PALM PLACE 508 11 1
1031 FAIRPLEX DRIVE & RT 10 WBON/R 508 11 1
1032 GUNSMOKE AVENUE & VILLAGE LOOP ROAD 508 11 1
1033 CHELSA DRIVE & SAN BERNARDINO AVENUE 508 11 1
1034 HAMILTON BOULEVARD & MISSION BOULEVARD 508 11 1
1035 CHESTER PLACE & HUNTINGTON BOULEVARD 508 11 1
1036 COMO DRIVE & LINCOLN AVENUE 508 11 1
1037 BUCHANAN DRIVE & MCKINLEY AVENUE 508 11 1
1038 DORSET AVENUE & NORVAL STREET 508 11 1
1039 BONNIE BRAE STREET & RUSSELL PLACE 508 11 1
1040 DORSET AVENUE & SAN ANTONIO AVENUE 508 11 1
1041 9TH STREET & REBECCA STREET 508 11 1
1042 BANGOR STREET & STOCKER STREET 508 11 1
1043 10TH STREET & HANSEN STREET 508 11 1
1044 ALBERT AVENUE & HEATHER WA Y 508 11 1
1045 BERKELEY AVENUE & WESTWOOD PLACE 508 11 1
1046 ALCOTT AVENUE & LINDEN STREET 508 11 1
1047 ASHFIELD AVENUE & MOUNTAIN AVENUE 508 11 1
1048 8TH STREET & HAMILTON BOULEVARD 508 11 1
1049 BALDWIN AVENUE & LORANNE AVENUE 508 11 1
1050 ALDER STREET & VASSAR STREE T 508 11 1
1051 3RD STREET & TOWNE AVENUE 508 11 1
1052 3RD STREET & GORDON STREET 508 11 1
1053 ALAMEDA STREET & SHERWOOD PLACE 508 11 1
1054 10TH STREET & PALOMARES STREET 508 11 1
1055 ASBURY AVENUE & ASHFIELD AVENUE 508 11 1
1056 ALISO STREET & BERKELEY AVENUE 508 11 1
1057 ASTON AVENUE & BARJUD AVENUE 508 11 1
1058 ALISO STREET & CADILLAC DRIVE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1059 11TH STREET & THOMAS STREET 508 11 1
1060 7TH STREET & CYPRESS STREET 508 11 1
1061 ACADEMY AVENUE & RIDGEWAY STREE T 508 11 1
1062 ALISO STREET & YORBA DRIVE 508 11 1
1063 ADAMS AVENUE & GIBBS STREET 508 11 1
1064 ALPINE DRIVE & ARROW HIGHWA Y 508 11 1
1065 3RD STREET & PARCELS STREE T 508 11 1
1066 8TH STREET & PARK AVENUE 508 11 1
1067 BLUEGRASS PLACE & PHILLIPS DRIVE 508 11 1
1068 7TH STREET & EAST END AVENUE 508 11 1
1069 BONITA AVENUE & GAREY AVENUE 508 11 1
1070 ALVARADO STREET & CASWELL AVENUE 508 11 1
1071 BONNIE BRAE STREET & MCKINLEY AVENUE 508 11 1
1072 BONITA AVENUE & KIMBALL AVENUE 508 11 1
1073 9TH STREET & TOWNE AVENUE 508 11 1
1074 BONITA AVENUE & MELBOURNE AVENUE 508 11 1
1075 ASHPORT STREET & WEBER STREET 508 11 1
1076 ALVARADO STREET & GIBBS STREET 508 11 1
1077 BONNIE BRAE STREET & COLUMBIA AVENUE 508 11 1
1078 2ND STREET & GIBBS STREET 508 11 1
1079 1ST STREET & GIBBS STREET 508 11 1
1080 8TH STREET & SAN ANTONIO AVENUE 508 11 1
1081 BALBOA STREET & BELFORT AVENUE 508 11 1
1082 12TH STREET & PARK AVENUE 508 11 1
1083 BALLERINA PLACE & MURCHISON AVENUE 508 11 1
1084 7TH STREET & ELEANOR STREET 508 11 1
1085 BANGOR STREET & SONORA STREET 508 11 1
1086 8TH STREET & WHITE AVENUE 508 11 1
1087 BARBARA LANE & SCOTT AVENUE 508 11 1
1088 10TH STREET & WHITE AVENUE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1089 BARRY DRIVE & KIMBALL AVENUE 508 11 1
1090 3RD STREET & LOCUST STREET 508 11 1
1091 1ST STREET & WHITE AVENUE 508 11 1
1092 3RD STREET & PICO STREET 508 11 1
1093 BELLEVUE AVENUE & GLENPARK STREE T 508 11 1
1094 AMBERSON STREET & STARE STREE T 508 11 1
1095 2ND STREET & CYPRESS STREET 508 11 1
1096 AMERICAN AVENUE & BONNIE BRAE STREE T 508 11 1
1097 BLUERIDGE DRIVE & SEQUOIA GLEN 508 11 1
1098 3RD STREET & REBECCA STREE T 508 11 1
1099 1ST STREET & ELECTRA STREET 508 11 1
1100 12TH STREET & REBECCA STREET 508 11 1
1101 1ST STREET & PICO STREET 508 11 1
1102 7TH STREET & ELM STREET 508 11 1
1103 10TH STREET & GORDON STREET 508 11 1
1104 3RD STREET & CYPRESS STREET 508 11 1
1105 7TH STREET & REBECCA STREET 508 11 1
1106 ANN ARBOR AVENUE & OLIVE STREE T 508 11 1
1107 ASBURY AVENUE & LARCHMONT STREE T 508 11 1
1108 ANN ARBOR AVENUE & PHILADELPHIA STREE T 508 11 1
1109 7TH STREET & REGENE STREET 508 11 1
1110 ANNE PLACE & ROBERTS STREET 508 11 1
1111 ASHFIELD AVENUE & SAN CARLOS DRIVE 508 11 1
1112 APPIAN WAY & LUCERA COURT 508 11 1
1113 ASPEN LANE & WILKIE DRIVE 508 11 1
1114 4TH STREET & GORDON STREET 508 11 1
1115 ASTON AVENUE & LOMBARD STREET 508 11 1
1116 1ST STREET & HUNTINGTON STREET 508 11 1
1117 BONNIE BRAE STREET & LINCOLN AVENUE 508 11 1
1118 ARBOLEDA WAY & HOLT AVENUE 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1119 AUGUSTA STREET & FARRINGDON AVENUE 508 11 1
1120 ARCHWOOD DRIVE & PROSPECT DRIVE 508 11 1
1121 7TH STREET & SAN ANTONIO AVENUE 508 11 1
1122 ARMOUR STREET & FLANDERS AVENUE 508 11 1
1123 BALBOA STREET & BALDWIN AVENUE 508 11 1
1124 11TH STREET & PARCELS STREET 508 11 1
1125 7TH STREET & WHITE AVENUE 508 11 1
1126 2ND STREET & PARCELS STREET 508 11 1
1127 BALDWIN AVENUE & SEBRING STREE T 508 11 1
1128 11TH STREET & BUENA VISTA AVENUE 508 11 1
1129 ACADEMY AVENUE & CORNELIA STREE T 508 11 1
1130 ARROW HIGHWAY & GAREY AVENUE 508 11 1
1131 BANGOR STREET & SINCLAIR STREET 508 11 1
1132 ARROW HIGHWAY & GLENCOE WAY 508 11 1
1133 BANGOR STREET & SPENCER AVENUE 508 11 1
1134 ARROW HIGHWAY & KIMBALL AVENUE 508 11 1
1135 BANGOR STREET & TOWNE AVENUE 508 11 1
1136 11TH STREET & ELEANOR STREET 508 11 1
1137 BARBARA LANE & WASHINGTON AVENUE 508 11 1
1138 12TH STREET & HUNTINGTON STREET 508 11 1
1139 AIRSHIRE LANE & SANBORN WA Y 508 11 1
1140 12TH STREET & PALOMARES STREET 508 11 1
1141 BARRY DRIVE & SUMNER AVENUE 508 11 1
1142 12TH STREET & GIBBS STREET 508 11 1
1143 8TH STREET & CASWELL STREET 508 11 1
1144 2ND STREET & PICO STREET 508 11 1
1145 BEECHNUT PLACE & STORRS PLACE 508 11 1
1146 1ST STREET & PARCELS STREET 508 11 1
1147 BELINDA AVENUE & CROMWELL STREET 508 11 1
1148 9TH STREET & GORDON STREET 508 11 1
Pomona LRSP
Attachment B - Total Collisions By Intersection
ID Intersections
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1149 BENEDICT WAY & SAN BERNARDINO AVENUE 508 11 1
1150 11TH STREET & WATERS AVENUE 508 11 1
1151 BERKELEY AVENUE & WILART PLACE 508 11 1
1152 7TH STREET & LA MESA STREET 508 11 1
1153 BERKSHIRE WAY & QUEEN ANNES WAL K 508 11 1
1154 4TH STREET & CASWELL STREET 508 11 1
1155 BLUEGRASS PLACE & WRIGHT STREET 508 11 1
1156 7TH STREET & MYRTLE AVENUE 508 11 1
1157 BOBOLINK WAY & VINTON AVENUE 508 11 1
1158 ARROYO AVENUE & CAMBRIN ROAD 508 11 1
1159 BOLIVAR STREET & MAYFAIR AVENUE 508 11 1
1160 4TH STREET & HUNTINGTON STREET 508 11 1
1161 2ND STREET & TOWNE AVENUE 508 11 1
1162 4TH STREET & LOCUST STREET 508 11 1
1163 ALAMEDA STREET & WILLOW STREET 508 11 1
1164 ARROYO AVENUE & TYLEEN PLACE 508 11 1
1165 4TH STREET & BUENA VISTA AVENUE 508 11 1
1166 ALVARADO STREET & GAREY AVENUE 508 11 1
1167 ALDIS STREET & KELLOGG PARK DRIVE 508 11 1
1168 ALICIA COURT & WHITE AVENUE 508 11 1
Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
SIGNALIZED INTERSECTIONS
1 MISSION BOULEVARD & RESERVOIR STREET 1 6,657,700$ 1 75 2 10 18 45 37 8 3 2 13 10 2 27 MCKINLEY AVENUE & WHITE AVENUE 2 6,182,800$ 27 39 1 2 2 10 24 6 2 4 3 14 8 2 21 BONITA AVENUE & TOWNE AVENUE 3 5,899,400$ 21 42 2 7 19 14 21 10 1 2 7 1 19 HAMILTON BOULEVARD & MISSION BOULEVARD 4 5,568,500$ 19 43 1 1 8 12 21 12 6 13 8 4 40 GAREY AVENUE & PHILLIPS BOULEVARD 5 4,513,900$ 41 33 2 4 6 21 9 2 3 11 5 3 2 HOLT AVENUE & TOWNE AVENUE 6 4,119,500$ 2 7 2 1 6 1 25 31 6 2 2 3 1 2 81 5 4 16 HOLT AVENUE & SAN ANTONIO AVENUE 7 4,090,200$ 16 49 1 5 18 25 13 3 2 4 1 17 6 3 3 INDIAN HILL BOULEVARD & SAN BERNARDINO AVENUE 8 4,059,200$ 3 67 1 5 14 47 24 6 4 4 1 17 9 2 12 HOLT AVENUE & RESERVOIR STREET 9 4,010,000$ 12 55 1 9 8 37 20 2 3 4 17 5 4 23 PHILADELPHIA STREET & TOWNE AVENUE 10 3,903,800$ 23 41 1 7 13 20 20 8 9 4 25 ORANGE GROVE AVENUE & WHITE AVENUE 11 3,700,100$ 25 40 1 5 14 20 19 2 6 12 1 20 RIDGEWAY STREET & VALLEY BOULEVARD 12 3,653,800$ 19 43 1 8 7 27 18 7 10 8 8 EAST END AVENUE & MISSION BOULEVARD 13 3,407,200$ 8 58 11 18 29 29 3 7 4 10 5 4 GAREY AVENUE & HOLT AVENUE 14 3,401,800$ 3 6 7 12 1 0 5 4 1 5 3231 2 1 2 11 32 GAREY AVENUE & RIO RANCHO ROAD 15 3,341,700$ 32 38 1 4 11 22 11 6 2 10 5 4 17 HOLT AVENUE & PALOMARES STREET 16 3,326,200$ 17 47 1 4 9 33 17 2 2 1 13 12 55 INDIAN HILL BOULEVARD & LINCOLN AVENUE 17 3,128,700$ 58 28 1 6 6 15 19 5 1 2 1 35 TEMPLE AVENUE & VALLEY BOULEVARD 18 3,037,600$ 36 35 1 3 9 22 4 2 1 1 1 13 13 50 FOOTHILL BOULEVARD & GAREY AVENUE 19 3,026,300$ 51 30 1 5 6 18 7 2 1 2 8 7 3 5 MCKINLEY AVENUE & ORANGE GROVE AVENUE 20 2,983,100$ 5 60 1 9 50 13 1 1 11 34 22 MISSION BOULEVARD & WHITE AVENUE 21 2,934,100$ 21 42 1 2 8 31 16 3 2 2 12 7 56 PHILLIPS BOULEVARD & WHITE AVENUE 22 2,932,100$ 58 28 1 5 5 17 11 4 1 2 3 6 1 51 3RD STREET & GAREY AVENUE 23 2,909,700$ 51 30 1 2 10 17 15 3 4 5 3 70 MISSION BOULEVARD & SAN ANTONIO AVENUE 24 2,885,100$ 73 24 1 4 7 12 10 2 2 6 1 3 47 MISSION BOULEVARD & PARK AVENUE 25 2,843,000$ 48 31 1 4 5 21 15 3 1 5 6 1 9 MISSION BOULEVARD & TOWNE AVENUE 26 2,749,800$ 8 58 8 14 36 27 8 3 1 9 9 1 58 COUNTY ROAD & RESERVOIR STREET 27 2,728,400$ 61 27 1 3 6 17 15 2 1 1 4 4 26 ALVARADO STREET & GAREY AVENUE 28 2,649,500$ 25 40 1 8 31 11 6 11 10 2 6 FAIRPLEX DRIVE & HOLT AVENUE 29 2,646,500$ 6 59 5 18 36 17 3 1 1 14 20 3 67 POMONA BOULEVARD & VALLEY BOULEVARD 30 2,640,400$ 70 25 1 2 7 15 6 2 4 6 6 1 86 GRAND AVENUE & TOWNE AVENUE 31 2,554,400$ 92 19 1 3 5 10 9 1 3 6 95 ORANGE GROVE AVENUE & PARK AVENUE 32 2,515,400$ 102 17 1 5 1 10 8 1 1 4 3 7 GAREY AVENUE & ORANGE GROVE AVENUE 33 2,511,300$ 6 59 5 16 38 19 3 1 1 19 13 3 74 DUDLEY STREET & ORANGE GROVE AVENUE 34 2,459,100$ 77 22 1 3 3 15 8 2 1 3 6 2
COLLISION SEVERITY COLLISION TYPE
Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
62 DUDLEY STREET & MISSION BOULEVARD 35 2,383,300$ 65 26 1 2 3 20 9 1 1 1 6 7 1 117 PHILLIPS RANCH ROAD & SCENIC RIDGE DRIVE 36 2,339,400$ 1 3 1 1 3 133681 1 12 99 FAIRPLEX DRIVE & ORANGE GROVE AVENUE 37 2,311,700$ 107 16 1 3 2 10 7 3 1 1 2 2 63 GAREY AVENUE & MONTEREY AVENUE 38 2,260,500$ 65 26 1 5 20 7 1 5 1 4 5 3 96 GAREY AVENUE & GROVE STREET 39 2,257,400$ 102 17 1 3 1 12 6 1 2 6 2 13 GAREY AVENUE & MCKINLEY AVENUE 40 2,248,200$ 13 54 4 15 35 19 7 2 1 11 14 126 KINGSLEY AVENUE & TOWNE AVENUE 41 2,239,000$ 152 11 1 4 6 6 1 1 1 2 97 GAREY AVENUE & OLIVE STREET 42 2,196,000$ 102 17 1 2 2 12 6 2 1 6 2 18 SAN BERNARDINO AVENUE & TOWNE AVENUE 43 2,184,600$ 18 46 8 8 30 11 2 2 1 17 12 1 112 MISSION BOULEVARD & WESTMONT AVENUE 44 2,027,100$ 122 14 1 1 2 10 3 1 1 5 4 10 FOOTHILL BOULEVARD & TOWNE AVENUE 45 2,024,800$ 8 58 5 9 44 20 3 5 3 1 1 21 4 33 GAREY AVENUE & GRAND AVENUE 46 2,009,700$ 33 37 6 11 20 17 6 1 1 5 4 3 120 RT 57 SBOFF/R & TEMPLE AVENUE 47 2,000,500$ 141 12 1 1 2 8 3 1 3 5 133 GAREY AVENUE & HARRISON AVENUE 48 1,954,400$ 180 9 1 2 6 3 5 1 11 EAST END AVENUE & HOLT AVENUE 49 1,936,800$ 1 1 5 6 4 1 0 4 2 85521 2 0 1 41 155 CAMPUS DRIVE & KELLOGG DRIVE 50 1,927,800$ 233 7 1 2 4 1 1 3 2 14 OLD POMONA ROAD & RT 71 51 1,883,600$ 14 52 4 10 38 1 10 1 2 33 5 48 CLARK AVENUE & HOLT AVENUE 52 1,862,300$ 48 31 6 10 15 5 1 3 1 15 5 1 176 COBBLESTONE LANE & INDIAN HILL BOULEVARD 53 1,839,800$ 316 5 1 1 1 2 3 1 1 15 ARROW HIGHWAY & TOWNE AVENUE 54 1,721,800$ 15 50 4 8 38 13 2 1 21 13 36 HUMANE WAY & VALLEY BOULEVARD 55 1,706,500$ 36 35 7 5 23 7 3 1 3 1 10 9 1 198 MISSION BOULEVARD & RT 71 SBOFF/R 56 1,684,200$ 4 3 4 3 1 1111 1 213 DUDLEY STREET & ELWOOD STREET 57 1,670,900$ 552 2 1 1 1 1 43 GAREY AVENUE & PHILADELPHIA STREET 58 1,666,600$ 44 32 7 5 20 8 7 1 2 1 5 6 2 28 HOLT AVENUE & INDIAN HILL BOULEVARD 59 1,643,100$ 27 39 4 9 26 8 1 3 1 16 8 2 29 FAIRPLEX DRIVE & MURCHISON BOULEVARD 60 1,636,900$ 27 39 5 7 27 12 2 3 2 13 7 24 POMONA BOULEVARD & TEMPLE AVENUE 61 1,626,900$ 2 3 4 1 1 6 2 5 1 0 1111 1 7 1 0 34 HUMANE WAY & MISSION BOULEVARD 62 1,610,300$ 33 37 5 7 25 7 5 3 2 1 13 6 229 HOLT AVENUE & NEW YORK DRIVE 63 1,590,000$ 726 1 1 1 230 FOOTHILL BOULEVARD & SUMNER AVENUE 63 1,590,000$ 726 1 1 1 52 PARK AVENUE & RIO RANCHO ROAD 65 1,584,800$ 51 30 5 8 17 24 2 1 3 75 LINCOLN AVENUE & TOWNE AVENUE 66 1,546,000$ 7 7 2 2 59832 3 95 37 PHILADELPHIA STREET & RESERVOIR STREET 67 1,522,300$ 36 35 4 8 23 8 4 1 1 15 6 57 BEAVER COURT & GAREY AVENUE 68 1,429,200$ 5 8 2 8 4 8 1 6 7111119 5 2 49 NORTH RANCH ROAD & RT 71 69 1,401,500$ 48 31 4 7 20 1 2 1 1 23 3 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
30 LA VERNE AVENUE & TOWNE AVENUE 70 1,391,300$ 27 39 1 11 27 10 2 1 1 11 12 2 41 TOWNE AVENUE & VINTON AVENUE 71 1,354,300$ 41 33 5 4 24 13 1 3 1 7 8 59 ALVARADO STREET & TOWNE AVENUE 72 1,335,900$ 61 27 6 3 18 16 4 5 2 64 DUDLEY STREET & HOLT AVENUE 73 1,335,000$ 65 26 4 7 15 8 3 1 5 7 2 91 LA VERNE AVENUE & ORANGE GROVE AVENUE 74 1,290,000$ 98 18 5 6 7 6 1 8 1 2 68 FRANKLIN AVENUE & GAREY AVENUE 75 1,260,300$ 70 25 3 8 14 11 1 2 1 7 2 1 78 LA VERNE AVENUE & SAN ANTONIO AVENUE 76 1,256,100$ 82 21 6 3 12 12 1 6 2 87 COUNTY ROAD & TOWNE AVENUE 77 1,248,100$ 92 19 3 9 7 15 1 3 60 BONITA AVENUE & GAREY AVENUE 78 1,213,100$ 61 27 4 5 18 7 1 1 9 8 1 65 ARTESIA STREET & GAREY AVENUE 79 1,206,000$ 65 26 3 7 16 8 1 1 9 7 66 HOLT AVENUE & PARK AVENUE 80 1,199,800$ 6 5 2 6 4 5 1 7 1 1 1111 6 3 2 31 HAMILTON BOULEVARD & HOLT AVENUE 81 1,182,300$ 27 39 2 6 31 12 3 1 14 8 1 54 INDIAN HILL BOULEVARD & KINGSLEY AVENUE 82 1,172,100$ 56 29 4 4 21 11 3 1 2 3 7 2 38 MISSION BOULEVARD & TEMPLE AVENUE 83 1,129,100$ 36 35 2 6 27 11 6 1 1 1 11 4 79 HOLT AVENUE & UNION AVENUE 84 1,127,100$ 82 21 5 3 13 6 3 1 1 6 3 1 39 HOLT AVENUE & WHITE AVENUE 85 1,122,900$ 36 35 3 4 28 8 1 1 14 10 1 80 ERIE STREET & HOLT AVENUE 86 1,113,800$ 84 20 5 3 12 4 2 8 6 42 PHILLIPS BOULEVARD & TOWNE AVENUE 87 1,102,500$ 41 33 2 6 25 12 1 1 1 10 7 1 88 HARRISON AVENUE & TOWNE AVENUE 88 1,100,500$ 92 19 5 3 11 8 3 1 1 2 3 1 98 DRAKE STREET & GAREY AVENUE 89 1,073,900$ 102 17 5 3 9 4 1 2 1 6 2 1 81 PHILLIPS BOULEVARD & RESERVOIR STREET 90 1,058,600$ 84 20 3 6 11 9 1 7 3 76 LEXINGTON AVENUE & WHITE AVENUE 91 1,030,000$ 77 22 1 9 12 11 2 1 1 3 3 1 92 SAN ANTONIO AVENUE & SAN BERNARDINO AVENUE 92 1,025,800$ 98 18 4 4 10 4 2 1 1 4 5 1 100 RIVERSIDE DRIVE & TOWNE AVENUE 93 1,005,400$ 107 16 3 6 7 6 6 2 1 1 69 GRAND AVENUE & RESERVOIR STREET 94 996,100$ 70 25 2 6 17 10 2 1 7 5 82 ARROW HIGHWAY & GAREY AVENUE 95 991,000$ 84 20 3 5 12 2 2 1 9 5 1 72 2ND STREET & HAMILTON BOULEVARD 96 969,500$ 75 23 2 6 15 10 3 5 4 1 61 GAREY AVENUE & LA VERNE AVENUE 97 955,100$ 6 1 2 7 25 2 0 8232 93 71 SAN ANTONIO AVENUE & TOWNE AVENUE 98 915,200$ 73 24 2 5 17 2 1 1 1 14 4 1 113 PARK AVENUE & PHILLIPS BOULEVARD 99 905,000$ 122 14 4 3 7 2 1 1 5 5 44 CAMPUS DRIVE & TEMPLE AVENUE 100 892,600$ 44 32 1 5 26 6 1 1 1 17 4 2 118 AVALON AVENUE & FAIRPLEX DRIVE 101 891,700$ 1 3 1 1 3 4366221 1 1 53 GAREY AVENUE & LEXINGTON AVENUE 102 872,200$ 51 30 7 23 5 1 1 19 3 1 77 9TH STREET & RESERVOIR STREET 103 827,200$ 77 22 1 6 15 10 2 1 1 5 3 45 GAREY AVENUE & MISSION BOULEVARD 104 825,000$ 44 32 1 4 27 8 3 2 1 15 3 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
101 ARROYO AVENUE & FAIRPLEX DRIVE 105 808,800$ 107 16 2 5 9 11 1 2 2 107 GAREY AVENUE & WILLOW STREET 106 795,500$ 1 1 5 1 5 2585 33 31 73 MONTEREY AVENUE & TOWNE AVENUE 107 766,700$ 75 23 2 3 18 10 1 1 8 2 1 119 ALISO STREET & GAREY AVENUE 108 756,500$ 131 13 4 1 8 2 1 5 4 1 102 PHILADELPHIA STREET & SAN ANTONIO AVENUE 109 735,000$ 107 16 3 2 11 5 2 1 2 3 3 83 LEXINGTON AVENUE & TOWNE AVENUE 110 733,000$ 84 20 1 5 14 5 1 1 8 4 1 108 COUNTY ROAD & GAREY AVENUE 111 727,900$ 115 15 2 4 9 5 3 5 2 109 ARROW HIGHWAY & ORANGE GROVE AVENUE 112 721,700$ 115 15 3 2 10 5 2 2 1 1 4 103 FRANKLIN AVENUE & RESERVOIR STREET 113 679,800$ 107 16 1 5 10 6 4 1 1 2 2 114 2ND STREET & TOWNE AVENUE 114 653,200$ 122 14 1 5 8 3 4 1 2 2 2 89 PHILLIPS RANCH ROAD & RIO RANCHO ROAD 115 645,900$ 92 19 2 2 15 4 1 5 5 4 93 CAMPUS DRIVE & RIDGEWAY STREET 116 638,800$ 98 18 1 4 13 2 4 2 10 104 2ND STREET & GAREY AVENUE 117 606,000$ 107 16 2 2 12 3 1 3 1 5 3 134 MARKET PLACE & TOWNE AVENUE 118 586,700$ 180 9 1 5 3 4 2 1 2 135 GAREY AVENUE & MARKET PLACE 119 580,500$ 180 9 2 3 4 2 3 3 1 115 KINGSLEY AVENUE & SAN ANTONIO AVENUE 120 579,400$ 122 14 2 2 10 4 1 1 5 2 1 90 9TH STREET & TOWNE AVENUE 121 578,300$ 92 19 2 1 16 6 2 1 4 6 46 FAIRPLEX DRIVE & MCKINLEY AVENUE 122 560,800$ 44 32 2 30 3 5 12 1 5 6 121 2ND STREET & WHITE AVENUE 123 559,000$ 141 12 1 4 7 3 2 1 1 4 1 122 MISSION BOULEVARD & PHILLIPS DRIVE 123 559,000$ 141 12 1 4 7 7 1 3 1 156 ORANGE GROVE AVENUE & VINTON AVENUE 125 547,700$ 233 7 3 1 3 4 2 1 127 MAIN STREET & MISSION BOULEVARD 126 545,700$ 152 11 1 4 6 1 1 6 2 1 128 MONTEREY AVENUE & WHITE AVENUE 126 545,700$ 152 11 1 4 6 5 1 4 1 110 FRANKLIN AVENUE & TOWNE AVENUE 128 537,500$ 115 15 5 10 6 2 5 2 136 VAL VISTA STREET & WHITE AVENUE 129 506,700$ 180 9 3 6 5 1 2 1 146 ARTESIA STREET & ORANGE GROVE AVENUE 130 505,800$ 210 8 1 4 3 2 2 4 94 AUTO CENTER DRIVE & RIO RANCHO ROAD 131 503,600$ 98 18 1 2 15 8 1 1 1 4 3 105 MISSION BOULEVARD & PALOMARES STREET 132 477,000$ 107 16 1 2 13 8 2 3 3 106 HAMILTON BOULEVARD & ORANGE GROVE AVENUE 132 477,000$ 107 16 1 2 13 3 1 4 1 3 4 130 ALVARADO STREET & WHITE AVENUE 134 464,800$ 1 6 6 1 0 13632 14 84 MISSION BOULEVARD & RT 71 135 462,600$ 84 20 1 1 18 4 2 1 1 11 1 147 7TH STREET & GAREY AVENUE 136 432,000$ 210 8 2 1 5 2 4 2 85 9TH STREET & GAREY AVENUE 137 401,200$ 84 20 2 18 5 4 1 1 5 4 131 AVENIDA RANCHEROS & SANTA CLARA DRIVE 138 397,200$ 166 10 1 2 7 1 1 1 2 5 111 3RD STREET & TOWNE AVENUE 139 396,100$ 115 15 1 1 13 10 1 2 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
137 OLIVE STREET & TOWNE AVENUE 140 383,900$ 180 9 1 2 6 2 1 1 1 3 1 138 LEXINGTON AVENUE & PARK AVENUE 140 383,900$ 180 9 1 2 6 2 5 2 116 CURRAN PLACE & MISSION BOULEVARD 142 382,800$ 122 14 1 1 12 4 1 1 7 1 139 11TH STREET & GAREY AVENUE 143 377,700$ 180 9 2 7 4 2 1 2 140 9TH STREET & WHITE AVENUE 143 377,700$ 180 9 2 7 2 1 1 5 157 GRAND AVENUE & WHITE AVENUE 145 363,500$ 233 7 4 3 4 2 1 123 4TH STREET & GAREY AVENUE 146 356,200$ 141 12 1 1 10 2 1 1 5 2 1 158 ELWOOD AVENUE & FAIRPLEX DRIVE 147 351,100$ 233 7 2 5 2 3 1 1 162 RT 10 EBOFF/R & TOWNE AVENUE 148 337,800$ 265 6 2 4 3 2 1 141 DUDLEY STREET & ELWOOD AVENUE 149 322,500$ 180 9 3 6 2 1 1 1 2 2 142 RT 10 & TOWNE AVENUE 150 316,300$ 180 9 1 1 7 2 1 5 1 143 CAMPUS DRIVE & CORPORATE CENTER DRIVE 150 316,300$ 180 9 1 1 7 2 1 2 4 148 OMAR STREET & VALLEY BOULEVARD 152 303,000$ 210 8 1 1 6 3 1 1 2 1 149 PHILLIPS RANCH ROAD & VILLAGE LOOP ROAD 152 303,000$ 210 8 1 1 6 1 1 3 2 1 199 MISSION BOULEVARD & RT 71 SBON/R 154 297,900$ 434 3 2 1 2 1 159 RT 10 WBOFF/R & TOWNE AVENUE 155 295,900$ 233 7 3 4 2 1 3 1 163 PALOMARES STREET & PHILADELPHIA STREET 156 282,600$ 265 6 3 3 2 2 2 129 PRECIADO STREET & WHITE AVENUE 157 281,500$ 1 5 2 1 1 293221 12 164 KINGSLEY AVENUE & MILLS AVENUE 158 276,400$ 265 6 1 1 4 3 1 2 165 FAIRPLEX DRIVE & VIA VERDE PARK ROAD 158 276,400$ 265 6 1 1 4 2 1 1 2 166 KINGSLEY AVENUE & WASHINGTON AVENUE 158 276,400$ 265 6 1 1 4 1 3 2 167 4TH STREET & PARK AVENUE 158 276,400$ 265 6 1 1 4 2 2 2 132 HOLT AVENUE & MILLS AVENUE 162 268,200$ 166 10 2 8 1 1 6 2 177 RIO RANCHO ROAD & RT 71 NBON/R 163 263,100$ 316 5 1 1 3 2 1 2 178 GLEN AVENUE & ORANGE GROVE AVENUE 163 263,100$ 316 5 1 1 3 2 2 1 179 RESERVOIR STREET & RT 60 EBOFF/R 163 263,100$ 316 5 1 1 3 4 1 184 GAREY AVENUE & PARK AVENUE 166 249,800$ 364 4 1 1 2 1 1 2 144 HOLT AVENUE & LEWIS STREET 167 248,700$ 180 9 1 8 5 1 1 1 1 145 ORANGE GROVE AVENUE & WEBER STREET 167 248,700$ 180 9 1 8 5 1 1 2 150 RIO RANCHO ROAD & RT 71 NBOFF/R 169 241,600$ 210 8 2 6 3 1 3 1 200 AVENIDA RANCHEROS & RANCHO NOVATO DRIVE 170 236,500$ 4 3 4 3 1111 1 1 201 GAREY AVENUE & JEFFERSON AVENUE 170 236,500$ 434 3 1 1 1 2 1 151 BERKELEY AVENUE & WHITE AVENUE 172 235,400$ 210 8 1 7 4 1 3 160 LINCOLN AVENUE & SAN ANTONIO AVENUE 173 228,300$ 233 7 2 5 1 3 2 1 124 FAIRPLEX DRIVE & VALLEY BOULEVARD 174 227,200$ 141 12 1 11 2 1 1 2 6 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
125 BUENA VISTA AVENUE & MISSION BOULEVARD 174 227,200$ 141 12 1 11 2 4 1 2 3 214 DUDLEY STREET & RT 10 EBOFF/R 176 223,200$ 552 2 1 1 1 1 161 BANGOR STREET & TOWNE AVENUE 177 222,100$ 233 7 1 6 2 1 1 3 168 RIO RANCHO ROAD & RT 71 178 215,000$ 265 6 2 4 2 3 1 169 SAN ANTONIO AVENUE & VASSAR STREET 178 215,000$ 265 6 2 4 2 2 2 170 BANGOR STREET & ORANGE GROVE AVENUE 178 215,000$ 265 6 2 4 4 1 1 171 MISSION BOULEVARD & RT 71 NBOFF/R 178 215,000$ 265 6 2 4 2 4 180 FAIRPLEX DRIVE & RT 10 EBOFF/R 182 201,700$ 316 5 2 3 4 1 181 CAMPUS DRIVE & RT 10 EBON/R 182 201,700$ 316 5 2 3 1 3 1 182 RT 10 EBON/R & TOWNE AVENUE 182 201,700$ 316 5 2 3 1 1 2 1 185 ARBOLEDA WAY & HOLT AVENUE 185 188,400$ 364 4 2 2 1 3 186 RICHBROOK DRIVE & TOWNE AVENUE 185 188,400$ 364 4 2 2 2 1 1 187 ALCOTT AVENUE & TOWNE AVENUE 187 182,200$ 364 4 1 3 1 1 2 188 RESERVOIR STREET & RT 60 WBOFF/R 187 182,200$ 364 4 1 3 2 2 152 MISSION BOULEVARD & RT 71 NBON/R 189 174,000$ 210 8 1 7 3 1 2 1 1 202 HOWSLER PLACE & LEXINGTON AVENUE 190 168,900$ 434 3 1 2 1 1 1 203 PACKARD DRIVE & PHILLIPS BOULEVARD 190 168,900$ 434 3 1 2 3 204 MAIN STREET & PHILLIPS BOULEVARD 190 168,900$ 434 3 1 2 2 1 172 APPLETON WAY & SAN BERNARDINO AVENUE 193 147,400$ 265 6 1 5 1 1 2 2 231 DIAMOND BAR BOULEVARD & TEMPLE AVENUE 194 142,300$ 726 1 1 1 232 ORANGE GROVE AVENUE & SAN RAFAEL STREET 194 142,300$ 726 1 1 1 233 MEADOW LANE & ORANGE GROVE AVENUE 194 142,300$ 726 1 1 1 234 GAREY AVENUE & RT 60 EBON/R 194 142,300$ 726 1 1 1 235 PHILLIPS RANCH ROAD & RT 60 EBOFF/R 194 142,300$ 726 1 1 1 189 GAREY AVENUE & RT 10 199 120,800$ 364 4 1 3 2 1 1 190 RUSTIC GLEN DRIVE & VILLAGE LOOP ROAD 199 120,800$ 364 4 1 3 2 2 191 HOLT AVENUE & RT 71 NBOFF/R 199 120,800$ 364 4 1 3 1 1 1 1 192 CALLE DEL SOL & SANTA CLARA DRIVE 199 120,800$ 364 4 1 3 1 2 1 205 PRICE STREET & RESERVOIR STREET 203 107,500$ 434 3 1 2 2 1 206 PHILLIPS RANCH ROAD & RT 60 WBOFF/R 203 107,500$ 434 3 1 2 1 2 207 GAREY AVENUE & RT 60 EBOFF/R 203 107,500$ 434 3 1 2 1 2 208 1ST STREET & SAN ANTONIO AVENUE 203 107,500$ 434 3 1 2 2 1 153 TEMPLE AVENUE & UNIVERSITY DRIVE 207 106,400$ 210 8 8 1 1 1 5 154 1ST STREET & PALOMARES STREET 207 106,400$ 210 8 8 1 2 2 3 215 FAIRPLEX DRIVE & PUDDINGSTONE AVENUE 209 94,200$ 552 2 1 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
216 GAREY AVENUE & RT 10 WBON/R 209 94,200$ 552 2 1 1 1 1 217 LA VERNE AVENUE & SHARON DRIVE 209 94,200$ 552 2 1 1 2 218 DUDLEY STREET & MURCHISON AVENUE 209 94,200$ 552 2 1 1 2 219 AMERICAN AVENUE & INDIAN HILL BOULEVARD 209 94,200$ 552 2 1 1 2 220 BALDY VIEW AVENUE & SAN BERNARDINO AVENUE 209 94,200$ 552 2 1 1 1 1 236 PERRIN STREET & PHILLIPS BOULEVARD 215 80,900$ 726 1 1 1 237 DEBORAH DRIVE & ORANGE GROVE AVENUE 215 80,900$ 726 1 1 1 238 ORANGE GROVE AVENUE & TATE STREET 215 80,900$ 726 1 1 1 239 RESERVOIR STREET & RT 60 EBON/R 215 80,900$ 726 1 1 1 173 RIO RANCHO ROAD & RT 71 SBON/R 219 79,800$ 265 6 6 2 1 3 174 RESERVOIR STREET & WASHINGTON AVENUE 219 79,800$ 265 6 6 1 5 175 RESERVOIR STREET & RT 60 219 79,800$ 265 6 6 2 1 2 1 183 FRANKLIN AVENUE & PARK AVENUE 222 66,500$ 316 5 5 1 3 1 193 FREMONT STREET & WHITE AVENUE 223 53,200$ 364 4 4 2 2 194 FAIRPLEX DRIVE & RT 10 WBOFF/R 223 53,200$ 364 4 4 2 1 1 195 RIO RANCHO ROAD & RT 71 SBOFF/R 223 53,200$ 364 4 4 1 3 196 FRANKLIN AVENUE & WHITE AVENUE 223 53,200$ 364 4 4 2 1 1 197 LONE RIDGE DRIVE & RIO RANCHO ROAD 223 53,200$ 364 4 4 1 2 1 209 ARROYO DRIVE & FAIRPLEX DRIVE 228 39,900$ 434 3 3 1 1 1 210 CALATINA DRIVE & HAMILTON BOULEVARD 228 39,900$ 434 3 3 3 211 RANCHO VALLEY DRIVE & RIO RANCHO ROAD 228 39,900$ 434 3 3 1 1 1 212 GAREY AVENUE & RT 60 WBON/R 228 39,900$ 434 3 3 1 1 1 221 KINGSLEY AVENUE & RESERVOIR STREET 232 26,600$ 552 2 2 2 222 AVENIDA RANCHEROS & LOS FELIS DRIVE 232 26,600$ 552 2 2 1 1 223 ORANGE GROVE AVENUE & RT 10 WBOFF/R 232 26,600$ 552 2 2 2 224 BREA CANYON ROAD & WESTMONT AVENUE 232 26,600$ 552 2 2 1 1 225 GAREY AVENUE & RT 60 232 26,600$ 552 2 2 2
226 FAIRPLEX DRIVE & VERA CRUZ STREET 232 26,600$ 552 2 2 2 227 RANCHO VALLEY DRIVE & WHITE AVENUE 232 26,600$ 552 2 2 1 1 228 BARJUD AVENUE & RIDGEWAY STREET 232 26,600$ 552 2 2 1 1 240 RT 71 & VALLEY BOULEVARD 240 13,300$ 726 1 1 1 241 LOS FELIS DRIVE & SANTA CLARA DRIVE 240 13,300$ 726 1 1 1 242 COLONY DRIVE & HAMILTON BOULEVARD 240 13,300$ 726 1 1 1 243 DEER CREEK ROAD & LONE RIDGE DRIVE 240 13,300$ 726 1 1 1 244 FAIRPLEX DRIVE & RT 10 EBON/R 240 13,300$ 726 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
245 GRAND AVENUE & HAMILTON BOULEVARD 240 13,300$ 726 1 1 1 246 SAN BERNARDINO AVENUE & SHIRLEY PLACE 240 13,300$ 726 1 1 1 247 LA MESA STREET & MISSION BOULEVARD 240 13,300$ 726 1 1 1 248 ORANGE GROVE AVENUE & RT 10 240 13,300$ 726 1 1 1 249 PRECIADO STREET & VAL VISTA STREET 240 13,300$ 726 1 1 1 250 CAMPUS DRIVE & RT 57 240 13,300$ 726 1 1 1
251 RANCHO CAMINO DRIVE & RIO RANCHO ROAD 240 13,300$ 726 1 1 1 252 LOS FELIS DRIVE & SAN RAFAEL PLACE 240 13,300$ 726 1 1 1 253 RANCHO VALLEY DRIVE & RIO RANCHO TOWNE CENTER 240 13,300$ 726 1 1 1 254 COLUMBIA AVENUE & GAREY AVENUE 240 13,300$ 726 1 1 1 255 ARROW HIGHWAY & E ARROW HWY 778 240 13,300$ 726 1 1 1 256 RESERVOIR STREET & RT 60 WBON/R 240 13,300$ 726 1 1 1
NON-SIGNALIZED INTERSECTIONS
257 PHILLIPS DRIVE & RT 71 1 6,636,600$ 1 36 2 4 9 21 9 1 3 3 3 14 3 282 FREDA AVENUE & GAREY AVENUE 2 3,137,100$ 2 4 1 2 12363 3 321 299 LEXINGTON AVENUE & RESERVOIR STREET 3 3,049,100$ 40 10 1 1 4 4 5 1 2 2 335 EQUATION ROAD & FOOTHILL BOULEVARD 4 2,954,900$ 6 9 8 1 133221 21 355 GAREY AVENUE & GARFIELD AVENUE 5 2,874,000$ 84 7 1 1 2 3 3 2 1 1 307 ORANGE GROVE AVENUE & UNION AVENUE 6 2,839,200$ 51 9 1 3 5 3 1 4 1 325 PASADENA STREET & TOWNE AVENUE 7 2,819,700$ 69 8 1 1 1 5 3 1 2 2 514 ROOSEVELT AVENUE & TOWNE AVENUE 8 2,814,600$ 241 3 1 2 3 360 3RD STREET & RESERVOIR STREET 9 2,745,000$ 84 7 1 2 4 3 3 1 288 PARK AVENUE & PEARL STREET 10 2,663,000$ 30 11 1 10 3 2 4 2 423 ARROW HIGHWAY & WHITE AVENUE 11 2,650,800$ 144 5 1 1 3 1 2 2 442 IVORY LANE & TOWNE AVENUE 12 2,637,500$ 184 4 1 1 2 1 2 1 476 AMBERSON STREET & ARROW HIGHWAY 12 2,637,500$ 184 4 1 1 2 3 1 530 RIO RANCHO ROAD & TOWN AND COUNTRY ROAD 14 2,624,200$ 241 3 1 1 1 2 1 454 INDIAN HILL BOULEVARD & VERDE VISTA AVENUE 15 2,569,900$ 184 4 1 3 3 1 479 3RD STREET & ELEANOR STREET 15 2,569,900$ 184 4 1 3 1 1 1 1 481 3RD STREET & MAIN STREET 15 2,569,900$ 184 4 1 3 1 1 2 496 BERKSHIRE WAY & GAREY AVENUE 15 2,569,900$ 184 4 1 3 1 2 1 512 PHILLIPS BOULEVARD & SIGNAL DRIVE 19 2,556,600$ 241 3 1 2 2 1 573 BARJUD AVENUE & RANDY STREET 19 2,556,600$ 241 3 1 2 1 1 1 720 ATLANTIC STREET & POMONA BOULEVARD 21 2,543,300$ 3 4 3 2 1111 264 FOOTHILL BOULEVARD & SUMNER AVENUE 22 1,590,000$ 736 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
517 HOLT AVENUE & NEW YORK DRIVE 22 1,590,000$ 736 1 1 1 259 ARTESIA STREET & PARK AVENUE 24 1,510,100$ 3 29 4 9 16 26 1 1 1 258 BURDICK DRIVE & WHITE AVENUE 25 1,394,400$ 2 30 3 9 18 14 1 3 4 6 2 278 ARROW HIGHWAY & FULTON ROAD 26 959,300$ 16 13 4 4 5 9 1 1 2 260 GIBBS STREET & HOLT AVENUE 27 943,800$ 4 22 4 2 16 5 4 1 5 7 267 HERSHEY STREET & HOLT AVENUE 28 924,500$ 10 15 3 5 7 4 2 7 2 277 GORDON STREET & ORANGE GROVE AVENUE 29 830,300$ 16 13 3 4 6 6 1 2 3 1 265 ARROW HIGHWAY & YORKSHIRE WAY 30 742,100$ 9 17 4 13 9 3 2 2 1 262 PHILLIPS BOULEVARD & SAN ANTONIO AVENUE 31 739,200$ 5 20 7 13 8 2 1 2 6 1 300 RESERVOIR STREET & TRANSIT AVENUE 32 655,200$ 40 10 3 2 5 4 3 3 263 MONTEREY AVENUE & SAN ANTONIO AVENUE 33 652,100$ 7 19 1 4 14 9 2 2 1 2 3 276 GIBBS STREET & MISSION BOULEVARD 34 627,500$ 16 13 3 1 9 8 2 1 1 1 317 ELM STREET & MISSION BOULEVARD 35 580,500$ 51 9 2 3 4 3 1 2 3 272 HUNTINGTON STREET & MISSION BOULEVARD 36 572,300$ 16 13 1 4 8 3 1 2 1 6 342 PALMGROVE AVENUE & SAN BERNARDINO AVENUE 37 547,700$ 84 7 3 1 3 4 2 1 363 7TH STREET & TOWNE AVENUE 37 547,700$ 84 7 3 1 3 1 1 4 1 290 GAREY AVENUE & KINGSLEY AVENUE 39 545,700$ 30 11 1 4 6 4 1 1 1 3 1 287 MURCHISON BOULEVARD & RIDGEWAY STREET 40 533,300$ 30 11 3 8 2 8 1 294 4TH STREET & GIBBS STREET 40 533,300$ 30 11 3 8 7 1 1 1 1 266 ORANGE GROVE AVENUE & WISCONSIN STREET 42 531,300$ 10 15 1 3 11 3 2 1 6 2 1 305 9TH STREET & SAN ANTONIO AVENUE 43 526,200$ 4 0 1 0 2263 1 141 270 LEWIS STREET & ORANGE GROVE AVENUE 44 518,000$ 12 14 1 3 10 3 1 4 5 1 268 HUMANE WAY & ROSELAWN AVENUE 45 511,800$ 12 14 2 1 11 6 1 1 3 3 498 BONITA AVENUE & SUMNER AVENUE 46 507,800$ 184 4 3 1 1 1 1 1 327 HUNTINGTON BOULEVARD & ORANGE GROVE AVENUE 47 499,600$ 69 8 2 2 4 3 1 1 3 284 ARROW HIGHWAY & LA VERNE AVENUE 48 497,600$ 24 12 5 7 5 1 1 5 358 GRAND AVENUE & SAN ANTONIO AVENUE 49 486,300$ 8 4 7 2233 21 1 285 11TH STREET & WHITE AVENUE 50 485,200$ 24 12 2 1 9 3 6 3 387 GIBBS STREET & MONTEREY AVENUE 51 473,000$ 108 6 2 2 2 4 1 1 295 10TH STREET & GAREY AVENUE 52 471,900$ 30 11 2 1 8 2 2 2 4 1 371 TEXAS STREET & WHITE AVENUE 53 466,800$ 108 6 3 3 4 1 1 296 HOLT AVENUE & HUNTINGTON BOULEVARD 54 464,800$ 40 10 1 3 6 8 2 302 ELEANOR STREET & MISSION BOULEVARD 54 464,800$ 40 10 1 3 6 5 5 438 BONITA AVENUE & FULTON ROAD 56 459,700$ 144 5 2 2 1 1 1 1 1 1 301 MCKINLEY AVENUE & PARK AVENUE 57 458,600$ 40 10 2 1 7 7 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
309 HOLT AVENUE & MOUNTAIN VIEW AVENUE 58 445,300$ 51 9 2 1 6 2 5 2 320 9TH STREET & HAMILTON BOULEVARD 58 445,300$ 51 9 2 1 6 3 1 3 2 468 HAMILTON BOULEVARD & WILSON STREET 60 440,200$ 184 4 3 1 2 1 1 334 CLUB DR ACCESS ROAD & FAIRPLEX DRIVE 61 438,200$ 69 8 1 3 4 2 1 3 1 1 339 1ST STREET & PARK AVENUE 62 432,000$ 69 8 2 1 5 6 1 1 500 KENOAK PLACE & WHITE AVENUE 63 426,900$ 241 3 3 3 283 CENTER STREET & GAREY AVENUE 64 423,800$ 24 12 1 2 9 6 3 2 1 372 SANTA CLARA DRIVE & VILLAGE LOOP ROAD 65 411,600$ 1 0 8 6 13233 386 HAMILTON BOULEVARD & LAUREL AVENUE 65 411,600$ 108 6 1 3 2 4 2 289 SAN FRANCISCO AVENUE & TOWNE AVENUE 67 410,500$ 30 11 1 2 8 3 4 2 2 291 3RD STREET & WHITE AVENUE 67 410,500$ 30 11 1 2 8 5 1 2 3 292 ALVARADO STREET & SAN ANTONIO AVENUE 67 410,500$ 30 11 1 2 8 4 1 2 4 376 MILFORD AVENUE & WHITE AVENUE 70 405,400$ 108 6 2 1 3 2 1 1 2 382 HAMILTON BOULEVARD & PHILLIPS BOULEVARD 70 405,400$ 108 6 2 1 3 1 2 2 1 437 9TH STREET & GIBBS STREET 72 398,300$ 144 5 1 3 1 3 1 1 414 DUPONT STREET & VALLEY BOULEVARD 73 392,100$ 144 5 2 1 2 1 1 1 2 424 11TH STREET & PALOMARES STREET 73 392,100$ 144 5 2 1 2 4 1 433 ARROW HIGHWAY & MERRYWOOD STREET 73 392,100$ 144 5 2 1 2 1 1 1 2 435 ARROW HIGHWAY & VALHALLA STREET 73 392,100$ 144 5 2 1 2 2 1 1 1 314 HOLT AVENUE & WEBER STREET 77 383,900$ 51 9 1 2 6 2 1 1 1 4 321 ALVARADO STREET & BRADFORD STREET 77 383,900$ 51 9 1 2 6 6 1 2 323 6TH STREET & TOWNE AVENUE 77 383,900$ 51 9 1 2 6 3 1 1 1 3 332 DUDLEY STREET & VEJAR STREET 80 376,800$ 69 8 4 4 6 2 279 ARROYO AVENUE & DUDLEY STREET 81 375,700$ 16 13 3 10 3 1 5 3 1 504 PHILADELPHIA STREET & TITUS AVENUE 82 365,500$ 241 3 2 1 1 1 1 532 SAN BERNARDINO AVENUE & WASHINGTON AVENUE 82 365,500$ 241 3 2 1 1 1 1 329 MONTEREY AVENUE & PARK AVENUE 84 364,400$ 69 8 2 6 3 1 1 3 350 DUDLEY STREET & LAUREL AVENUE 85 357,300$ 84 7 1 2 4 5 1 1 354 COLUMBIA AVENUE & SAN ANTONIO AVENUE 85 357,300$ 84 7 1 2 4 2 1 2 1 1 359 ELAINE STREET & SAN ANTONIO AVENUE 87 351,100$ 84 7 2 5 1 1 5 362 12TH STREET & HAMILTON BOULEVARD 87 351,100$ 84 7 2 5 1 1 4 1 365 MISSION BOULEVARD & REBECCA STREET 89 344,000$ 1 0 8 6 12322 1 1 378 GAREY AVENUE & SANTA FE STREET 89 344,000$ 108 6 1 2 3 1 5 389 CENTER STREET & WHITE AVENUE 89 344,000$ 108 6 1 2 3 3 1 2 370 HOLT AVENUE & REBECCA STREET 92 337,800$ 108 6 2 4 1 1 2 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
416 CASWELL AVENUE & HOLT AVENUE 93 330,700$ 144 5 1 2 2 3 1 1 419 ERIE STREET & ORANGE GROVE AVENUE 93 330,700$ 144 5 1 2 2 4 1 304 FOOTHILL BOULEVARD & LYNOAK DRIVE 95 329,600$ 40 10 1 1 8 5 1 2 2 413 CHESTER PLACE & PARK AVENUE 96 324,500$ 144 5 2 3 1 1 1 2 415 CENTER STREET & PARK AVENUE 96 324,500$ 144 5 2 3 2 1 1 1 436 ALVARADO STREET & GORDON STREET 96 324,500$ 144 5 2 3 1 1 1 2 315 MEADOW VIEW DRIVE & RIO RANCHO ROAD 99 322,500$ 51 9 3 6 7 2 444 PALOMARES STREET & PEARL STREET 100 317,400$ 184 4 1 2 1 3 1 491 7TH STREET & GIBBS STREET 100 317,400$ 184 4 1 2 1 4 312 HOLT AVENUE & LORANNE AVENUE 102 316,300$ 51 9 1 1 7 3 1 1 3 1 318 GORDON STREET & HOLT AVENUE 102 316,300$ 51 9 1 1 7 3 1 3 1 1 472 FAIRPLEX DRIVE EAST & PASEO LA PAZ 104 311,200$ 184 4 2 2 3 1 338 7TH STREET & RESERVOIR STREET 105 309,200$ 69 8 3 5 2 1 3 2 274 MCKINLEY AVENUE & TOWNE AVENUE 106 308,100$ 16 13 2 11 2 2 1 1 5 2 589 3RD STREET & PALOMARES STREET 107 304,100$ 241 3 1 2 1 1 1 543 FOOTHILL BOULEVARD & WILLIAMS AVENUE 108 297,900$ 241 3 2 1 2 1 574 ARROW HIGHWAY & MAPLE AVENUE 108 297,900$ 241 3 2 1 1 1 1 343 LEXINGTON AVENUE & SAN ANTONIO AVENUE 110 289,700$ 84 7 1 1 5 2 2 1 1 1 345 OLIVE STREET & RESERVOIR STREET 110 289,700$ 84 7 1 1 5 1 2 2 2 346 MADISON AVENUE & TOWNE AVENUE 110 289,700$ 84 7 1 1 5 1 6 384 ELEANOR STREET & HOLT AVENUE 113 282,600$ 108 6 3 3 1 1 1 1 2 396 3RD STREET & HAMILTON BOULEVARD 113 282,600$ 108 6 3 3 4 1 1 398 3RD STREET & PARK AVENUE 113 282,600$ 108 6 3 3 4 1 1 520 PALOMARES STREET & PHILADELPHIA STREET 113 282,600$ 269 6 3 3 2 2 2 293 3RD STREET & THOMAS STREET 117 275,300$ 30 11 1 10 1 7 3 411 HOOVER AVENUE & INDIAN HILL BOULEVARD 118 269,300$ 144 5 3 2 1 4 420 GIBBS STREET & GRAND AVENUE 118 269,300$ 144 5 3 2 3 1 1 428 11TH STREET & TOWNE AVENUE 118 269,300$ 144 5 3 2 1 1 2 1 306 ARROW HIGHWAY & WILKIE DRIVE 121 268,200$ 40 10 2 8 7 2 1 401 LINCOLN AVENUE & WASHINGTON AVENUE 122 263,100$ 144 5 1 1 3 2 2 1 408 KINGSLEY AVENUE & LORANNE AVENUE 122 263,100$ 144 5 1 1 3 2 2 1 431 4TH STREET & HAMILTON BOULEVARD 122 263,100$ 144 5 1 1 3 2 2 1 485 12TH STREET & TOWNE AVENUE 125 256,000$ 184 4 3 1 2 2 316 MISSION BOULEVARD & PARCELS STREET 126 254,900$ 51 9 2 7 3 2 1 3 319 GAREY AVENUE & PEARL STREET 126 254,900$ 51 9 2 7 2 1 1 2 3 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
269 KARESH AVENUE & KINGSLEY AVENUE 128 253,800$ 12 14 1 13 3 2 7 2 451 LA VERNE AVENUE & STOCKER STREET 129 249,800$ 184 4 1 1 2 1 1 1 1 453 MAYFAIR AVENUE & WHITE AVENUE 129 249,800$ 184 4 1 1 2 2 2 459 CENTER STREET & PALOMARES STREET 129 249,800$ 184 4 1 1 2 2 2 464 COMMERCIAL STREET & THOMAS STREET 129 249,800$ 184 4 1 1 2 1 1 1 1 469 GILBERT STREET & ORANGE GROVE AVENUE 129 249,800$ 184 4 1 1 2 1 1 1 1 483 3RD STREET & SAN ANTONIO AVENUE 129 249,800$ 184 4 1 1 2 1 1 2 486 ACADEMY AVENUE & AUGUSTA STREET 129 249,800$ 184 4 1 1 2 3 1 493 9TH STREET & BUENA VISTA AVENUE 129 249,800$ 184 4 1 1 2 2 1 1 311 LAUREL AVENUE & WHITE AVENUE 137 248,700$ 51 9 1 8 4 1 2 2 313 PALOMARES STREET & PHILLIPS BOULEVARD 137 248,700$ 51 9 1 8 5 1 3 328 MOUNTAIN AVENUE & SAN BERNARDINO AVENUE 139 241,600$ 69 8 2 6 4 2 1 1 331 GRAND AVENUE & PARK AVENUE 139 241,600$ 69 8 2 6 3 1 4 582 4TH STREET & TOWNE AVENUE 141 236,500$ 241 3 1 1 1 1 2 600 3RD STREET & MYRTLE AVENUE 141 236,500$ 2 4 1 3 11111 1 337 1ST STREET & MAIN STREET 143 235,400$ 69 8 1 7 4 2 1 1 348 FALCON STREET & FOOTHILL BOULEVARD 144 228,300$ 84 7 2 5 1 1 4 1 349 HAMILTON BOULEVARD & MONTEREY AVENUE 144 228,300$ 84 7 2 5 2 1 1 2 1 352 FAIRPLEX DRIVE & GILLETTE ROAD 144 228,300$ 84 7 2 5 4 1 1 1 353 COUNTRY MILE ROAD & RIO RANCHO ROAD 144 228,300$ 84 7 2 5 2 1 2 2 356 COLUMBIA AVENUE & TOWNE AVENUE 144 228,300$ 84 7 2 5 4 1 2 281 MAIN STREET & MONTEREY AVENUE 149 227,200$ 24 12 1 11 3 3 1 1 4 693 BRADFORD STREET & PEARL STREET 150 223,200$ 343 2 1 1 1 1 361 APPIAN WAY & MISSION BOULEVARD 151 222,100$ 84 7 1 6 1 1 1 3 1 373 HOLT AVENUE & PALM PLACE 152 215,000$ 108 6 2 4 1 1 4 392 ARROW HIGHWAY & FAIR AVENUE 152 215,000$ 108 6 2 4 1 1 1 3 400 ALAMEDA STREET & ARTESIA STREET 152 215,000$ 108 6 2 4 3 2 1 369 INDIGO COURT & TOWNE AVENUE 155 208,800$ 108 6 1 5 3 2 1 377 FRANKLIN AVENUE & SAN ANTONIO AVENUE 155 208,800$ 108 6 1 5 1 2 2 1 381 CHESTER PLACE & WHITE AVENUE 155 208,800$ 108 6 1 5 2 2 2 388 FERNLEAF AVENUE & TOWNE AVENUE 155 208,800$ 108 6 1 5 1 1 1 1 2 391 2ND STREET & SAN ANTONIO AVENUE 155 208,800$ 108 6 1 5 3 1 1 1 393 9TH STREET & EAST END AVENUE 155 208,800$ 108 6 1 5 2 1 1 2 429 ARROYO AVENUE & WEBER STREET 161 201,700$ 1 4 4 5 2 31111 1 403 RANDOLPH STREET & WHITE AVENUE 162 195,500$ 144 5 1 4 1 2 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
405 HOLT AVENUE & ILLINOIS STREET 162 195,500$ 144 5 1 4 1 2 2 407 HUNTINGTON BOULEVARD & MONTEREY AVENUE 162 195,500$ 144 5 1 4 1 1 1 1 1 412 FRANKLIN AVENUE & PALOMARES STREET 162 195,500$ 144 5 1 4 2 1 1 1 421 CORDOVA STREET & SAN BERNARDINO AVENUE 162 195,500$ 144 5 1 4 1 3 1 430 1ST STREET & HAMILTON BOULEVARD 162 195,500$ 144 5 1 4 2 2 1 441 9TH STREET & WATERS AVENUE 162 195,500$ 144 5 1 4 1 1 2 1 445 KINGSLEY AVENUE & SAINT PAUL STREET 169 188,400$ 184 4 2 2 2 2 446 PHILADELPHIA STREET & VIRGINIA AVENUE 169 188,400$ 184 4 2 2 4 448 MONTEREY AVENUE & PALOMARES STREET 169 188,400$ 184 4 2 2 3 1 462 COLUMBIA AVENUE & WHITE AVENUE 169 188,400$ 184 4 2 2 3 1 471 GRAND AVENUE & MOUNTAIN VIEW AVENUE 169 188,400$ 184 4 2 2 1 1 2 494 AUGUSTA STREET & CONCORD AVENUE 169 188,400$ 184 4 2 2 2 2 450 HERSHEY STREET & PRICE STREET 175 182,200$ 184 4 1 3 1 2 1 452 PARK AVENUE & VANDERGRIFT LANE 175 182,200$ 184 4 1 3 1 1 1 1 455 MISSION BOULEVARD & RANCHO LAGUNA DRIVE 175 182,200$ 184 4 1 3 3 1 474 CITRON PLACE & COUNTY ROAD 175 182,200$ 184 4 1 3 1 3 477 ABBOTT STREET & GROVE STREET 175 182,200$ 184 4 1 3 2 2 495 1ST STREET & OAK AVENUE 175 182,200$ 184 4 1 3 2 2 505 KARESH AVENUE & PASADENA STREET 181 175,100$ 241 3 2 1 2 1 547 ELMCROFT AVENUE & INDIAN HILL BOULEVARD 181 175,100$ 241 3 2 1 1 1 1 576 4TH STREET & PALOMARES STREET 181 175,100$ 241 3 2 1 3 580 12TH STREET & WHITE AVENUE 181 175,100$ 241 3 2 1 3 326 MISSION BOULEVARD & OAK AVENUE 185 174,000$ 69 8 1 7 1 3 4 330 HOLT AVENUE & MAIN STREET 185 174,000$ 69 8 1 7 1 5 2 526 KINGSLEY AVENUE & SIGNAL DRIVE 187 168,900$ 241 3 1 2 2 1 535 OLD POMONA ROAD & VILLAGE LOOP ROAD 187 168,900$ 241 3 1 2 1 1 1 538 CENTER STREET & HAMILTON BOULEVARD 187 168,900$ 241 3 1 2 2 1 540 ELEANOR STREET & GRAND AVENUE 187 168,900$ 241 3 1 2 1 1 1 557 BUENA VISTA AVENUE & PHILLIPS BOULEVARD 187 168,900$ 241 3 1 2 2 1 562 GRAND AVENUE & MAIN STREET 187 168,900$ 241 3 1 2 1 1 1 571 FERNLEAF AVENUE & HAMILTON BOULEVARD 187 168,900$ 241 3 1 2 2 1 585 AUGUSTA STREET & MURCHISON BOULEVARD 187 168,900$ 241 3 1 2 1 2 592 3RD STREET & HUNTINGTON STREET 187 168,900$ 241 3 1 2 2 1 721 9TH STREET & THOMAS STREET 196 161,800$ 343 2 2 1 1 341 POMONA BOULEVARD & ROSELAWN AVENUE 197 160,700$ 84 7 1 6 2 1 1 3 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
344 HOLT AVENUE & PALOMA DRIVE 197 160,700$ 84 7 1 6 3 1 2 1 351 FORD AVENUE & GAREY AVENUE 197 160,700$ 84 7 1 6 1 2 4 610 HOLT AVENUE & LAS BRISAS CIRCLE 200 155,600$ 343 2 1 1 1 1 617 TOWNE AVENUE & TOWNE CENTER DRIVE 200 155,600$ 343 2 1 1 1 1 674 COMMERCIAL STREET & PARK AVENUE 200 155,600$ 343 2 1 1 1 1 676 FERNLEAF AVENUE & REBECCA STREET 200 155,600$ 343 2 1 1 1 1 692 CHESTER PLACE & WISCONSIN STREET 200 155,600$ 343 2 1 1 1 1 705 CENTER STREET & HUNTINGTON BOULEVARD 200 155,600$ 343 2 1 1 1 1 745 ALTURA COURT & VAL VISTA STREET 200 155,600$ 343 2 1 1 2 760 BANGOR STREET & SATICOY STREET 200 155,600$ 343 2 1 1 1 1 374 MISSION BOULEVARD & MYRTLE AVENUE 208 147,400$ 108 6 1 5 1 1 3 1 375 MONTEREY AVENUE & RESERVOIR STREET 208 147,400$ 108 6 1 5 5 1 379 GAREY AVENUE & PASADENA STREET 208 147,400$ 108 6 1 5 2 2 1 1 385 COLLINGWOOD DRIVE & SAN ANTONIO AVENUE 208 147,400$ 108 6 1 5 2 1 1 1 1 390 3RD STREET & EAST END AVENUE 208 147,400$ 108 6 1 5 1 1 1 3 394 ALVARADO STREET & PARK AVENUE 208 147,400$ 108 6 1 5 3 1 2 395 9TH STREET & ELEANOR STREET 208 147,400$ 108 6 1 5 4 1 1 399 ALAMEDA STREET & MCKINLEY AVENUE 208 147,400$ 108 6 1 5 3 1 2 310 LOCUST STREET & MISSION BOULEVARD 216 142,300$ 51 9 2 7 1 3 5 788 HYDE AVENUE & LARCHMONT STREET 216 142,300$ 508 1 1 1 797 KINGSLEY AVENUE & MOUNTAIN AVENUE 216 142,300$ 508 1 1 1 827 HUNT AVENUE & SAN ANTONIO AVENUE 216 142,300$ 508 1 1 1 833 PAIGE DRIVE & SUNSET DRIVE 216 142,300$ 508 1 1 1 868 MONTEREY AVENUE & PALM PLACE 216 142,300$ 508 1 1 1 874 SHERIDAN AVENUE & SHERIDAN COURT 216 142,300$ 508 1 1 1 876 LOMA VISTA STREET & VAL VISTA STREET 216 142,300$ 508 1 1 1 897 MILL VALLEY ROAD & RAWHIDE STREET 216 142,300$ 508 1 1 1 899 CARLTON AVENUE & CROMWELL STREET 216 142,300$ 508 1 1 1 901 COUNTY ROAD & TRUDY PLACE 216 142,300$ 508 1 1 1 930 FORT LEWIS DRIVE & SUMNER AVENUE 216 142,300$ 508 1 1 1 955 CYPRESS STREET & MISSION BOULEVARD 216 142,300$ 508 1 1 1 957 CORINTHIAN WAY & PAVILION DRIVE 216 142,300$ 508 1 1 1 975 EXPLORER STREET & POMONA BOULEVARD 216 142,300$ 508 1 1 1 976 GAREY AVENUE & GREVILLIA STREET 216 142,300$ 508 1 1 1 980 BRADFORD STREET & LINCOLN AVENUE 216 142,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
989 FARNAM PLACE & FRANKLIN AVENUE 216 142,300$ 508 1 1 1 1003 DENISON STREET & WESTMONT AVENUE 216 142,300$ 508 1 1 1 1008 COLUMBIA AVENUE & MURRAY AVENUE 216 142,300$ 508 1 1 1 1032 GUNSMOKE AVENUE & VILLAGE LOOP ROAD 216 142,300$ 508 1 1 1 1066 8TH STREET & PARK AVENUE 216 142,300$ 508 1 1 1 1068 7TH STREET & EAST END AVENUE 216 142,300$ 508 1 1 1 1103 10TH STREET & GORDON STREET 216 142,300$ 508 1 1 1 1106 ANN ARBOR AVENUE & OLIVE STREET 216 142,300$ 508 1 1 1 1109 7TH STREET & REGENE STREET 216 142,300$ 508 1 1 1 1124 11TH STREET & PARCELS STREET 216 142,300$ 508 1 1 1 1131 BANGOR STREET & SINCLAIR STREET 216 142,300$ 508 1 1 1 1157 BOBOLINK WAY & VINTON AVENUE 216 142,300$ 508 1 1 1 1162 4TH STREET & LOCUST STREET 216 142,300$ 508 1 1 1 1177 PAIGE DRIVE & VAL VISTA STREET 216 142,300$ 508 1 1 1 1178 CAMPUS DRIVE & CAMPUS DRIVE EAS T 216 142,300$ 508 1 1 1 402 LAUREL AVENUE & LEWIS STREET 248 134,100$ 144 5 1 4 2 1 2 404 JEFFERSON AVENUE & TOWNE AVENUE 248 134,100$ 144 5 1 4 3 1 1 406 KELLOGG PARK DRIVE & RIDGEWAY STREET 248 134,100$ 144 5 1 4 2 1 1 1 409 SAN ANTONIO AVENUE & VERDE VISTA AVENUE 248 134,100$ 144 5 1 4 2 3 410 LA VERNE AVENUE & ROLLINS WAY 248 134,100$ 1 4 4 5 1 4 1111 1 417 ELYSIAN AVENUE & KARESH AVENUE 248 134,100$ 144 5 1 4 1 2 1 1 425 ANGELA STREET & OLIVE STREET 248 134,100$ 144 5 1 4 2 1 1 1 432 7TH STREET & PARK AVENUE 248 134,100$ 144 5 1 4 2 1 1 1 434 1ST STREET & SAN LORENZO STREET 248 134,100$ 144 5 1 4 1 1 1 2 439 2ND STREET & HUNTINGTON STREET 248 134,100$ 144 5 1 4 3 1 1 440 9TH STREET & DUDLEY STREET 248 134,100$ 144 5 1 4 1 1 1 2 443 PARK AVENUE & POST AVENUE 259 120,800$ 184 4 1 3 1 1 1 1 447 LA VERNE AVENUE & LAS VEGAS AVENUE 259 120,800$ 184 4 1 3 1 1 2 449 LA VERNE AVENUE & ROYALTY DRIVE 259 120,800$ 184 4 1 3 1 1 2 456 SUNDANCE DRIVE & VILLAGE LOOP ROAD 259 120,800$ 184 4 1 3 1 1 2 458 HERMOSA AVENUE & MOUNTAIN AVENUE 259 120,800$ 184 4 1 3 1 1 2 466 FAIRPLEX DRIVE & VIA ESTRELLA 259 120,800$ 184 4 1 3 3 1 480 ALAMEDA STREET & GAREY AVENUE 259 120,800$ 184 4 1 3 1 3 484 BAUDIN STREET & LEXINGTON AVENUE 259 120,800$ 184 4 1 3 1 1 1 1 487 4TH STREET & MAIN STREET 259 120,800$ 184 4 1 3 1 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
497 9TH STREET & PALOMARES STREET 259 120,800$ 184 4 1 3 1 2 1 324 4TH STREET & THOMAS STREET 269 119,700$ 51 9 9 1 1 3 3 1 261 RESERVOIR STREET & WALNUT AVENUE 270 107,500$ 5 20 1 1 18 9 2 1 1 4 3 502 OLIVE STREET & VIRGINIA AVENUE 270 107,500$ 241 3 1 2 2 1 509 LEXINGTON AVENUE & WATERS AVENUE 270 107,500$ 241 3 1 2 2 1 510 LA VERNE AVENUE & SPENCER AVENUE 270 107,500$ 241 3 1 2 2 1 511 LINCOLN AVENUE & ROSS STREET 270 107,500$ 241 3 1 2 3 513 HARRISON AVENUE & SUMNER AVENUE 270 107,500$ 241 3 1 2 1 1 1 518 ORANGE GROVE AVENUE & SAN FELIPE STREET 270 107,500$ 241 3 1 2 2 1 521 MCKINLEY AVENUE & SAN ANTONIO AVENUE 270 107,500$ 241 3 1 2 1 2 522 PARK AVENUE & RANDOLPH STREET 270 107,500$ 241 3 1 2 1 1 1 523 HAWTHORNE PLACE & MOUNTAIN VIEW AVENUE 270 107,500$ 241 3 1 2 2 1 527 MONTEREY AVENUE & PARCELS STREET 270 107,500$ 241 3 1 2 1 1 1 529 VIA LIDO PLACE & VINTON AVENUE 270 107,500$ 241 3 1 2 1 2 531 JAMES PLACE & SAN ANTONIO AVENUE 270 107,500$ 241 3 1 2 2 1 533 MURCHISON AVENUE & WEBER STREET 270 107,500$ 241 3 1 2 1 1 1 534 NEVA LANE & RESERVOIR STREET 270 107,500$ 241 3 1 2 1 1 1 551 EMPRESS ROAD & VALLEY BOULEVARD 270 107,500$ 241 3 1 2 2 1 552 COLUMBIA AVENUE & INDIAN HILL BOULEVARD 270 107,500$ 241 3 1 2 2 1 559 BUENA VISTA AVENUE & GRAND AVENUE 270 107,500$ 241 3 1 2 1 2 565 CURRIER STREET & LAUREL AVENUE 270 107,500$ 241 3 1 2 1 2 567 DEL ROSA PLACE & LAUREL AVENUE 270 107,500$ 241 3 1 2 1 2 579 ABBOTT STREET & HARRISON AVENUE 270 107,500$ 241 3 1 2 3 581 11TH STREET & PARK AVENUE 270 107,500$ 241 3 1 2 2 1 590 6TH STREET & WHITE AVENUE 270 107,500$ 241 3 1 2 1 1 1 591 ALVARADO STREET & HUNTINGTON BOULEVARD 270 107,500$ 241 3 1 2 2 1 593 2ND STREET & MYRTLE AVENUE 270 107,500$ 241 3 1 2 2 1 595 ARROW HIGHWAY & MARIPOSA STREET 270 107,500$ 241 3 1 2 2 1 601 BARHILL AVENUE & PARK AVENUE 270 107,500$ 241 3 1 2 1 2 603 BEAVER COURT & BISCAY WAY 270 107,500$ 241 3 1 2 1 2 806 PRICE STREET & RESERVOIR STREET 270 107,500$ 438 3 1 2 2 1 336 12TH STREET & GAREY AVENUE 299 106,400$ 69 8 8 2 1 5 303 FOLEY WAY & TEMPLE AVENUE 300 94,200$ 40 10 1 9 3 2 3 2 322 AMERICAN AVENUE & INDIAN HILL BOULEVARD 300 94,200$ 555 2 1 1 2 539 DUDLEY STREET & MURCHISON AVENUE 300 94,200$ 555 2 1 1 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
609 MONTEREY AVENUE & PALOMA DRIVE 300 94,200$ 343 2 1 1 2 622 TOWNE AVENUE & VERDE VISTA AVENUE 300 94,200$ 343 2 1 1 2 636 ORANGE GROVE AVENUE & SAN LUIS STREET 300 94,200$ 343 2 1 1 1 1 648 MEDINA STREET & SANTEZ DRIVE 300 94,200$ 343 2 1 1 2 652 KINGSLEY AVENUE & SHERIDAN AVENUE 300 94,200$ 343 2 1 1 1 1 662 FARRELL AVENUE & KARESH AVENUE 300 94,200$ 343 2 1 1 1 1 663 COLUMBIA AVENUE & PALOMARES STREET 300 94,200$ 343 2 1 1 1 1 669 CALLE DE CABOS & SANTA CLARA DRIVE 300 94,200$ 343 2 1 1 1 1 670 GARNET STREET & WHITE AVENUE 300 94,200$ 343 2 1 1 2 677 COUNTY ROAD & VIRGINIA AVENUE 300 94,200$ 343 2 1 1 2 685 CYPRESS STREET & MONTEREY AVENUE 300 94,200$ 343 2 1 1 2 699 ELEANOR STREET & KINGSLEY AVENUE 300 94,200$ 343 2 1 1 2 706 GLEN AVENUE & SURREY LANE 300 94,200$ 343 2 1 1 1 1 708 BUTTERFIELD ROAD & VEJAR STREET 300 94,200$ 343 2 1 1 1 1 710 EMPRESS ROAD & SANTEZ DRIVE 300 94,200$ 343 2 1 1 1 1 713 AZALEA DRIVE & WHITE AVENUE 300 94,200$ 343 2 1 1 1 1 717 3RD STREET & GIBBS STREET 300 94,200$ 343 2 1 1 1 1 723 6TH STREET & PALOMARES STREET 300 94,200$ 343 2 1 1 1 1 738 3RD STREET & SAN LORENZO STREET 300 94,200$ 343 2 1 1 1 1 743 ALISO STREET & WINDSOR PLACE 300 94,200$ 343 2 1 1 1 1 749 6TH STREET & BUENA VISTA AVENUE 300 94,200$ 343 2 1 1 1 1 750 11TH STREET & HANSEN AVENUE 300 94,200$ 343 2 1 1 1 1 756 AVENIDA RANCHEROS & LA SIERRA DRIVE 300 94,200$ 343 2 1 1 1 1 757 1ST STREET & GAREY AVENUE 300 94,200$ 343 2 1 1 1 1 759 2ND STREET & OAK AVENUE 300 94,200$ 343 2 1 1 1 1 768 ALAMEDA STREET & WILART PLACE 300 94,200$ 343 2 1 1 1 1 357 CREST WAY & VAL VISTA STREET 329 93,100$ 84 7 7 2 2 3 275 CURRIER STREET & HOLT AVENUE 330 80,900$ 1 6 1 3 2386 1 132 286 HOLT AVENUE & SHORT STREET 330 80,900$ 30 11 1 2 8 5 2 3 1 784 SILVERWOOD DRIVE & WILLOWBROOK LANE 330 80,900$ 508 1 1 1 789 NAPOLI PLACE & PHILLIPS DRIVE 330 80,900$ 508 1 1 1 792 HEATHER WAY & ROBERTS STREET 330 80,900$ 508 1 1 1 814 ROYALTY DRIVE & VINTON AVENUE 330 80,900$ 508 1 1 1 817 HARRISON AVENUE & HUSTON STREET 330 80,900$ 508 1 1 1 820 INNOVATION WAY & TEMPLE AVENUE 330 80,900$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
834 PINE STREET & STARE STREET 330 80,900$ 508 1 1 1 835 KLEIN PLACE & OLIVE STREET 330 80,900$ 508 1 1 1 838 POMONA BOULEVARD & UNIVERSITY PARKWAY 330 80,900$ 508 1 1 1 866 SAN BERNARDINO AVENUE & SINGINGWOOD AVENUE 330 80,900$ 508 1 1 1 873 MILL VALLEY ROAD & VILLAGE LOOP ROAD 330 80,900$ 508 1 1 1 882 JAMES PLACE & MILLS AVENUE 330 80,900$ 508 1 1 1 892 WEBER STREET & WINGATE PLACE 330 80,900$ 508 1 1 1 923 BRENTWOOD STREET & PHILADELPHIA STREET 330 80,900$ 508 1 1 1 937 ELM BROOK LANE & FULTON ROAD 330 80,900$ 508 1 1 1 947 COUNTY ROAD & MILLS AVENUE 330 80,900$ 508 1 1 1 958 GRAND AVENUE & PACKARD DRIVE 330 80,900$ 508 1 1 1 981 GROVE STREET & MERRIFIELD AVENUE 330 80,900$ 508 1 1 1 987 DEBORAH DRIVE & ORANGE GROVE AVENUE 330 80,900$ 736 1 1 1 993 FELLOWS PLACE & RAYLENE PLACE 330 80,900$ 508 1 1 1 994 GIBBS STREET & KINGSLEY AVENUE 330 80,900$ 508 1 1 1 1001 FERNLEAF AVENUE & PARK AVENUE 330 80,900$ 508 1 1 1 1031 FAIRPLEX DRIVE & RT 10 WBON/R 330 80,900$ 508 1 1 1 1038 DORSET AVENUE & NORVAL STREET 330 80,900$ 508 1 1 1 1039 BONNIE BRAE STREET & RUSSELL PLACE 330 80,900$ 508 1 1 1 1048 8TH STREET & HAMILTON BOULEVARD 330 80,900$ 508 1 1 1 1054 10TH STREET & PALOMARES STREET 330 80,900$ 508 1 1 1 1072 BONITA AVENUE & KIMBALL AVENUE 330 80,900$ 508 1 1 1 1085 BANGOR STREET & SONORA STREET 330 80,900$ 508 1 1 1 1087 BARBARA LANE & SCOTT AVENUE 330 80,900$ 508 1 1 1 1100 12TH STREET & REBECCA STREET 330 80,900$ 508 1 1 1 1125 7TH STREET & WHITE AVENUE 330 80,900$ 508 1 1 1 1132 ARROW HIGHWAY & GLENCOE WAY 330 80,900$ 508 1 1 1 1180 BELLEVUE AVENUE & ELWOOD AVENUE 330 80,900$ 508 1 1 1 364 RT 10 WBON/R & VINTON AVENUE 366 79,800$ 108 6 6 3 1 1 1 366 HAWTHORNE PLACE & RESERVOIR STREET 366 79,800$ 108 6 6 1 1 2 2 368 MISSION BOULEVARD & SORRENTO DRIVE 366 79,800$ 108 6 6 2 1 3 380 CASWELL AVENUE & KINGSLEY AVENUE 366 79,800$ 108 6 6 1 2 3 383 CLARK AVENUE & PASADENA STREET 366 79,800$ 108 6 6 1 1 1 3 397 2ND STREET & PARK AVENUE 366 79,800$ 108 6 6 3 1 1 1 418 DUDLEY STREET & PHILLIPS BOULEVARD 372 66,500$ 144 5 5 1 3 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
426 9TH STREET & PARK AVENUE 372 66,500$ 144 5 5 2 1 1 1 460 EAST END AVENUE & PASADENA STREET 374 53,200$ 184 4 4 2 1 1 461 GAREY AVENUE & SERRANO PLACE 374 53,200$ 184 4 4 1 3 463 GORDON STREET & PEARL STREET 374 53,200$ 184 4 4 1 1 2 465 EAST END AVENUE & GRAND AVENUE 374 53,200$ 184 4 4 2 1 1 467 CENTER STREET & TOWNE AVENUE 374 53,200$ 184 4 4 1 3 470 DUDLEY STREET & GILLETTE ROAD 374 53,200$ 184 4 4 1 1 1 1 475 FERNLEAF AVENUE & FRIAR LANE 374 53,200$ 184 4 4 1 3 478 ARROW HIGHWAY & TOWNE CENTER DRIVE 374 53,200$ 184 4 4 1 1 1 1 482 ANGELA STREET & CHANSLOR STREET 374 53,200$ 184 4 4 1 1 1 1 488 ALVARADO STREET & LORANNE AVENUE 374 53,200$ 184 4 4 1 2 1 489 4TH STREET & RESERVOIR STREET 374 53,200$ 184 4 4 2 1 1 490 2ND STREET & MAIN STREET 374 53,200$ 184 4 4 1 2 1 492 ANGELA STREET & ORCHID LANE 374 53,200$ 184 4 4 2 2 499 BENEDICT WAY & SAN BERNARDINO AVENUE 374 53,200$ 184 4 4 1 2 1 501 KENOAK DRIVE & ORANGE GROVE AVENUE 388 39,900$ 241 3 3 1 1 1 503 LAZY MEADOW ROAD & SCENIC RIDGE DRIVE 388 39,900$ 241 3 3 1 2 506 LAUREL AVENUE & MYRTLE AVENUE 388 39,900$ 241 3 3 1 1 1 507 LEXINGTON AVENUE & TROJAN WAY 388 39,900$ 241 3 3 1 2 508 PALMGROVE AVENUE & RUSSELL PLACE 388 39,900$ 241 3 3 3 516 OLIVE STREET & SAN ANTONIO AVENUE 388 39,900$ 241 3 3 1 1 1 519 MARTELO STREET & SAN BERNARDINO AVENUE 388 39,900$ 241 3 3 2 1 528 PIONEER PLACE & POMONA BOULEVARD 388 39,900$ 241 3 3 1 1 1 536 DUDLEY STREET & JESS STREET 388 39,900$ 241 3 3 2 1 537 GORDON STREET & GRAND AVENUE 388 39,900$ 241 3 3 1 2 541 CLAREMONT PLACE & HOLT AVENUE 388 39,900$ 241 3 3 2 1 542 ELLEN PLACE & RESERVOIR STREET 388 39,900$ 241 3 3 2 1 544 CHANSLOR STREET & COUNTY ROAD 388 39,900$ 241 3 3 1 2 545 CLARK AVENUE & KINGSLEY AVENUE 388 39,900$ 241 3 3 1 1 1 546 GORDON STREET & MISSION BOULEVARD 388 39,900$ 241 3 3 1 2 548 CORDOVA STREET & EDGEHILL DRIVE 388 39,900$ 241 3 3 1 1 1 549 DENSMORE STREET & LINCOLN AVENUE 388 39,900$ 241 3 3 1 1 1 550 GRAND AVENUE & SIGNAL DRIVE 388 39,900$ 241 3 3 1 1 1 553 GANESHA PLACE & MCKINLEY AVENUE 388 39,900$ 241 3 3 3 554 GIBBS STREET & PHILLIPS BOULEVARD 388 39,900$ 241 3 3 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
555 CLEVELAND STREET & PAVILION DRIVE 388 39,900$ 241 3 3 1 2 556 GLENROY STREET & OLIVE STREET 388 39,900$ 241 3 3 1 2 558 CADILLAC DRIVE & SAN LUIS STREET 388 39,900$ 241 3 3 1 1 1 560 CANYON RIM ROAD & VILLAGE LOOP ROAD 388 39,900$ 241 3 3 1 1 1 561 ERICKSEN DRIVE & ORANGE GROVE AVENUE 388 39,900$ 241 3 3 1 2 563 COUNTY ROAD & SAN ANTONIO AVENUE 388 39,900$ 241 3 3 1 1 1 564 GRAND AVENUE & PALOMARES STREET 388 39,900$ 241 3 3 2 1 566 CASWELL STREET & MISSION BOULEVARD 388 39,900$ 241 3 3 1 1 1 568 GROVE STREET & TOWNE AVENUE 388 39,900$ 241 3 3 2 1 569 BONNIE BRAE STREET & VERDE VISTA AVENUE 388 39,900$ 241 3 3 1 2 570 GIBBS STREET & MCKINLEY AVENUE 388 39,900$ 241 3 3 3 572 HAMILTON BOULEVARD & WILLIAM STREET 388 39,900$ 241 3 3 2 1 575 3RD STREET & CASWELL STREET 388 39,900$ 241 3 3 2 1 578 4TH STREET & SAN ANTONIO AVENUE 388 39,900$ 241 3 3 1 1 1 583 ARROYO AVENUE & ARROYO PARK DRIVE 388 39,900$ 241 3 3 1 2 584 6TH STREET & ELEANOR STREET 388 39,900$ 241 3 3 1 2 587 ABBOTT STREET & FANSHAW AVENUE 388 39,900$ 241 3 3 1 2 588 6TH STREET & HAMILTON BOULEVARD 388 39,900$ 241 3 3 1 2 594 7TH STREET & LINDEN STREET 388 39,900$ 241 3 3 2 1 596 7TH STREET & PALOMARES STREET 388 39,900$ 241 3 3 2 1 597 11TH STREET & HAMILTON BOULEVARD 388 39,900$ 241 3 3 1 2 599 ARROYO DRIVE & GLENEAGLES AVENUE 388 39,900$ 241 3 3 3 602 9TH STREET & PARCELS STREET 388 39,900$ 241 3 3 1 1 1 605 BOLIVAR STREET & FRANKLIN AVENUE 388 39,900$ 241 3 3 2 1 607 MISSION BOULEVARD & REGENE STREET 432 26,600$ 343 2 2 1 1 608 LAUREL AVENUE & WEBER STREET 432 26,600$ 343 2 2 1 1 611 LA LUNA WAY & LA VERNE AVENUE 432 26,600$ 343 2 2 1 1 612 MOUNTAIN VIEW AVENUE & PHILLIPS BOULEVARD 432 26,600$ 343 2 2 1 1 613 LA LUNA WAY & SAN FELIPE STREET 432 26,600$ 343 2 2 2 614 MOUNTAIN VIEW AVENUE & REEVES PLACE 432 26,600$ 343 2 2 1 1 615 LORANNE AVENUE & PRICE STREET 432 26,600$ 343 2 2 1 1 616 LEEBE AVENUE & LOMBARD STREET 432 26,600$ 343 2 2 1 1 618 NELSON STREET & OLIVE STREET 432 26,600$ 343 2 2 2 620 KOOLISH STREET & OLIVE STREET 432 26,600$ 343 2 2 1 1 621 PHILLIPS DRIVE & SOUTHVIEW PLACE 432 26,600$ 343 2 2 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
623 RAVENSWOOD WAY & ROYAL COACH AVENUE 432 26,600$ 343 2 2 1 1 624 HOLLY WAY & PHILLIPS BOULEVARD 432 26,600$ 343 2 2 1 1 625 LA VERNE AVENUE & LARCHMONT STREET 432 26,600$ 343 2 2 1 1 626 HARRISON AVENUE & HOLLANDER STREET 432 26,600$ 343 2 2 1 1 627 MAGNOLIA STREET & MAPLE AVENUE 432 26,600$ 343 2 2 2 628 MCKINLEY AVENUE & PALOMARES STREET 432 26,600$ 343 2 2 1 1 629 TERRYVIEW AVENUE & WILD ROSE AVENUE 432 26,600$ 343 2 2 1 1 630 HAWTHORNE PLACE & LORANNE AVENUE 432 26,600$ 343 2 2 2 632 LAZULITE LANE & WAYNE STREET 432 26,600$ 343 2 2 1 1 634 ORANGE GROVE AVENUE & SAN JUAN STREET 432 26,600$ 343 2 2 1 1 635 HUNTINGTON BOULEVARD & TEXAS STREET 432 26,600$ 343 2 2 1 1 637 PHILLIPS BOULEVARD & WATERS AVENUE 432 26,600$ 343 2 2 1 1 638 LOGAN STREET & VASSAR STREET 432 26,600$ 343 2 2 1 1 639 PHILLIPS DRIVE & WESTMONT AVENUE 432 26,600$ 343 2 2 2 640 HUNTINGTON BOULEVARD & LAUREL AVENUE 432 26,600$ 343 2 2 1 1 642 PALOMARES STREET & PASADENA STREET 432 26,600$ 343 2 2 1 1 643 ILLINOIS STREET & WILLIAM STREET 432 26,600$ 343 2 2 1 1 644 KINGSLEY AVENUE & MADELEINE WAY 432 26,600$ 343 2 2 2 645 ROLLING RIDGE DRIVE & RUSTIC GLEN DRIVE 432 26,600$ 343 2 2 2 646 LORANNE AVENUE & PASADENA STREET 432 26,600$ 343 2 2 1 1 647 LAS VEGAS AVENUE & ROBERTS STREET 432 26,600$ 343 2 2 1 1 649 SAN BERNARDINO AVENUE & WAYNE STREET 432 26,600$ 343 2 2 2 651 SONORA STREET & TASMAN AVENUE 432 26,600$ 343 2 2 1 1 653 JAMES PLACE & LESLIE COURT 432 26,600$ 343 2 2 1 1 654 MERCURY CIRCLE & PACIFIC STREET 432 26,600$ 343 2 2 1 1 655 TEXAS STREET & WISCONSIN STREET 432 26,600$ 343 2 2 1 1 656 MILLS AVENUE & OLIVE STREET 432 26,600$ 343 2 2 2 657 WESTMONT AVENUE & WRIGHT STREET 432 26,600$ 343 2 2 2 658 PASADENA STREET & SIGNAL DRIVE 432 26,600$ 343 2 2 1 1 659 OLIVE STREET & PALOMARES STREET 432 26,600$ 343 2 2 1 1 660 MOUNT VERNON AVENUE & UNION AVENUE 432 26,600$ 343 2 2 2 664 GAREY AVENUE & MAGNOLIA STREET 432 26,600$ 343 2 2 1 1 665 CONCORD AVENUE & CROMWELL STREET 432 26,600$ 343 2 2 1 1 666 BROOKSIDE LANE & FULTON ROAD 432 26,600$ 343 2 2 2 667 CALIFORNIA PLACE & LOMA VISTA STREET 432 26,600$ 343 2 2 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
668 FLEMING STREET & WESTMONT AVENUE 432 26,600$ 343 2 2 1 1 671 COUNTY ROAD & NOTRE DAME AVENUE 432 26,600$ 343 2 2 1 1 672 BRIARWOOD LANE & SAN ANTONIO AVENUE 432 26,600$ 343 2 2 2 673 CALPINE COURT & VIRGINIA AVENUE 432 26,600$ 343 2 2 2 675 COUNTY ROAD & TAMPA STREET 432 26,600$ 343 2 2 1 1 678 GAMBIER DRIVE & RIO RANCHO ROAD 432 26,600$ 343 2 2 1 1 679 CRESTHAVEN LANE & GAREY AVENUE 432 26,600$ 343 2 2 1 1 680 GAREY AVENUE & PENFIELD STREET 432 26,600$ 343 2 2 1 1 681 CAMPHOR PLACE & COUNTY ROAD 432 26,600$ 343 2 2 1 1 682 GIBBS STREET & PASADENA STREET 432 26,600$ 343 2 2 1 1 683 CYNTHIA STREET & PALOMARES STREET 432 26,600$ 343 2 2 2 684 CADILLAC DRIVE & SAN FELIPE STREET 432 26,600$ 343 2 2 2 686 ENTERPRISE PLACE & POMONA BOULEVARD 432 26,600$ 343 2 2 1 1 687 DATE STREET & LAUREL AVENUE 432 26,600$ 343 2 2 1 1 688 GROVE STREET & VAMANA STREET 432 26,600$ 343 2 2 1 1 690 CADILLAC DRIVE & SAN RAFAEL STREET 432 26,600$ 343 2 2 1 1 691 CASA VISTA DRIVE & VAL VISTA STREET 432 26,600$ 343 2 2 1 1 694 CHESTNUT PLACE & COUNTY ROAD 432 26,600$ 343 2 2 1 1 695 CASWELL AVENUE & LINCOLN AVENUE 432 26,600$ 343 2 2 1 1 696 BONNIE BRAE STREET & SAN BERNARDINO AVENUE 432 26,600$ 343 2 2 1 1 697 CASWELL AVENUE & PASADENA STREET 432 26,600$ 343 2 2 1 1 698 BUTTERFIELD ROAD & DENISON STREET 432 26,600$ 343 2 2 2 700 COLLEGE AVENUE & RUSSELL PLACE 432 26,600$ 343 2 2 2 701 CENTER STREET & ELEANOR STREET 432 26,600$ 343 2 2 2 702 COLLINGWOOD DRIVE & LARCHMONT STREET 432 26,600$ 343 2 2 1 1 703 ELEANOR STREET & PASADENA STREET 432 26,600$ 343 2 2 2 704 BUTTERFIELD ROAD & GRAND AVENUE 432 26,600$ 343 2 2 1 1 707 ELWOOD AVENUE & WEBER STREET 432 26,600$ 343 2 2 1 1 709 EMPRESS ROAD & LANCER AVENUE 432 26,600$ 343 2 2 1 1 712 11TH STREET & REBECCA STREET 432 26,600$ 343 2 2 2 714 ARTESIA STREET & BERKELEY AVENUE 432 26,600$ 343 2 2 2 715 9TH STREET & MAIN STREET 432 26,600$ 343 2 2 1 1 716 BELINDA AVENUE & CORNELIA STREET 432 26,600$ 343 2 2 1 1 718 8TH STREET & REBECCA STREET 432 26,600$ 343 2 2 1 1 719 6TH STREET & OAK AVENUE 432 26,600$ 343 2 2 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
722 9TH STREET & CASWELL STREET 432 26,600$ 343 2 2 2 724 2ND STREET & REBECCA STREET 432 26,600$ 343 2 2 1 1 725 4TH STREET & CYPRESS STREET 432 26,600$ 343 2 2 1 1 726 8TH STREET & PALOMARES STREET 432 26,600$ 343 2 2 1 1 727 3RD STREET & OAK AVENUE 432 26,600$ 343 2 2 1 1 728 4TH STREET & ELEANOR STREET 432 26,600$ 343 2 2 1 1 729 7TH STREET & CASWELL STREET 432 26,600$ 343 2 2 1 1 730 ASHFIELD AVENUE & LOGAN STREET 432 26,600$ 343 2 2 2 731 4TH STREET & WHITE AVENUE 432 26,600$ 343 2 2 1 1 732 9TH STREET & BUTTERFIELD ROAD 432 26,600$ 343 2 2 2 733 ALAMEDA STREET & ALISO STREET 432 26,600$ 343 2 2 2 734 BANGOR STREET & SAN ANTONIO AVENUE 432 26,600$ 343 2 2 1 1 735 10TH STREET & LOCUST STREET 432 26,600$ 343 2 2 1 1 736 BAYPORT CIRCLE & LEWIS STREET 432 26,600$ 343 2 2 2 737 BONITA AVENUE & CARNEGIE AVENUE 432 26,600$ 343 2 2 1 1 739 BONITA AVENUE & METROPOLITAN PLACE 432 26,600$ 343 2 2 1 1 740 2ND STREET & RESERVOIR STREET 432 26,600$ 343 2 2 1 1 741 7TH STREET & HAMILTON BOULEVARD 432 26,600$ 343 2 2 2 742 11TH STREET & GIBBS STREET 432 26,600$ 343 2 2 1 1 744 8TH STREET & PARCELS STREET 432 26,600$ 343 2 2 1 1 746 2ND STREET & THOMAS STREET 432 26,600$ 343 2 2 1 1 748 ARROYO DRIVE & LILAC PLACE 432 26,600$ 343 2 2 2 751 ALVARADO STREET & PALOMARES STREET 432 26,600$ 343 2 2 2 752 ASHFIELD AVENUE & LOS FLORES STREET 432 26,600$ 343 2 2 1 1 753 4TH STREET & REBECCA STREET 432 26,600$ 343 2 2 1 1 754 AUGUSTA STREET & BELINDA AVENUE 432 26,600$ 343 2 2 1 1 755 ALVARADO STREET & WISCONSIN STREET 432 26,600$ 343 2 2 1 1 758 BALBOA STREET & SAN BERNARDINO AVENUE 432 26,600$ 343 2 2 1 1 761 ARALIA DRIVE & CALATINA DRIVE 432 26,600$ 343 2 2 1 1 763 ARROW HIGHWAY & DEODAR ROAD 432 26,600$ 343 2 2 1 1 764 9TH STREET & HANSEN AVENUE 432 26,600$ 343 2 2 1 1 765 8TH STREET & CURRIER STREET 432 26,600$ 343 2 2 2 766 9TH STREET & LA MESA STREET 432 26,600$ 343 2 2 1 1 767 8TH STREET & LA MESA STREET 432 26,600$ 343 2 2 2 769 ALCOTT AVENUE & REGENE STREET 432 26,600$ 343 2 2 2 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
770 ALVARADO STREET & ELEANOR STREET 432 26,600$ 343 2 2 1 1 772 FALCON RIDGE DRIVE & RUSTIC GLEN DRIVE 432 26,600$ 343 2 2 1 1 773 LONE RIDGE ROAD & RIO RANCHO ROAD 432 26,600$ 343 2 2 1 1 271 FILLMORE PLACE & HOLT AVENUE 551 13,300$ 12 14 1 2 11 4 1 3 5 1 273 LA MESA STREET & MISSION BOULEVARD 551 13,300$ 736 1 1 1 297 HOLT AVENUE & SAINT PAUL STREET 551 13,300$ 40 10 1 1 8 1 3 4 2 298 SAN ANTONIO AVENUE & SAN FRANCISCO AVENUE 551 13,300$ 40 10 1 9 4 2 2 2 308 INDIAN HILL BOULEVARD & KEYSTONE AVENUE 551 13,300$ 51 9 1 1 1 6 2 1 5 1 333 COLUMBIA AVENUE & GAREY AVENUE 551 13,300$ 736 1 1 1 340 HOLT AVENUE & WISCONSIN STREET 551 13,300$ 84 7 1 1 5 2 1 1 3 347 LINDEN STREET & MISSION BOULEVARD 551 13,300$ 84 7 2 5 1 1 1 3 1 422 CASA VISTA DRIVE & ORANGE GROVE AVENUE 551 13,300$ 144 5 5 2 1 2 577 ARROYO AVENUE & SAED STREET 551 13,300$ 241 3 1 2 1 1 1 586 6TH STREET & GAREY AVENUE 551 13,300$ 241 3 1 2 1 1 1 598 8TH STREET & TOWNE AVENUE 551 13,300$ 241 3 3 1 1 1 775 MONTEREY AVENUE & NEWMAN STREET 551 13,300$ 508 1 1 1 776 RICHBROOK DRIVE & WOODBEND DRIVE 551 13,300$ 508 1 1 1 777 LOS FLORES STREET & SAUNDERS STREET 551 13,300$ 508 1 1 1 778 HEMLOCK WAY & RODERICK AVENUE 551 13,300$ 508 1 1 1 779 LOVEJOY STREET & VASSAR STREET 551 13,300$ 508 1 1 1 780 LINCOLN AVENUE & SCOTT AVENUE 551 13,300$ 508 1 1 1 781 MADISON AVENUE & PALOMARES STREET 551 13,300$ 508 1 1 1 782 SALEM LANE & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 783 MURAL DRIVE & SILVERDALE DRIVE 551 13,300$ 508 1 1 1 785 HARTFORD PLACE & ORANGE GROVE AVENUE 551 13,300$ 508 1 1 1 786 VILLAGE LOOP ROAD & WILLOWBROOK LANE 551 13,300$ 508 1 1 1 787 JEFFERSON AVENUE & WISCONSIN STREET 551 13,300$ 508 1 1 1 790 REEVES PLACE & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 791 HOLLANDER STREET & VALERA AVENUE 551 13,300$ 508 1 1 1 795 NORTH RANCH ROAD & ROCK BLUFF ROAD 551 13,300$ 508 1 1 1 796 SAPHIRE COURT & WHITE AVENUE 551 13,300$ 508 1 1 1 798 TANGLEWOOD DRIVE & VILLAGE LOOP ROAD 551 13,300$ 508 1 1 1 799 OLD WOOD ROAD & VILLAGE LOOP ROAD 551 13,300$ 508 1 1 1 800 VAL VISTA STREET & VALLECITO 551 13,300$ 508 1 1 1 801 MAIN STREET & PEARL STREET 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
802 HAWTHORNE PLACE & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 803 OLIVE STREET & POWERS STREET 551 13,300$ 508 1 1 1 805 MAPLE VIEW DRIVE & PHILLIPS DRIVE 551 13,300$ 508 1 1 1 807 LENNOX STREET & VICENTE AVENUE 551 13,300$ 508 1 1 1 808 RAVEN HILL DRIVE & ROLLING RIDGE DRIVE 551 13,300$ 508 1 1 1 809 MAYFAIR AVENUE & PARK AVENUE 551 13,300$ 508 1 1 1 810 HILLCREST DRIVE & HILLCREST PLACE 551 13,300$ 508 1 1 1 812 ROCK BLUFF ROAD & SUNSET RIDGE DRIVE 551 13,300$ 508 1 1 1 813 ORANGE GROVE AVENUE & PROCK STREET 551 13,300$ 508 1 1 1 815 LENORE LANE & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 818 SAN BERNARDINO AVENUE & SHIRLEY PLACE 551 13,300$ 736 1 1 1 819 LEWIS STREET & PAVILION DRIVE 551 13,300$ 508 1 1 1 821 HUNT AVENUE & MUNHALL AVENUE 551 13,300$ 508 1 1 1 822 SEQUOIA GLEN & STORRS PLACE 551 13,300$ 508 1 1 1 824 SPENCER AVENUE & TASMAN AVENUE 551 13,300$ 508 1 1 1 826 MONTEREY AVENUE & REBECCA STREET 551 13,300$ 508 1 1 1 828 TOWNE AVENUE & TOWNE PARK CIRCLE 551 13,300$ 508 1 1 1 829 PACIFIC STREET & POMONA BOULEVARD 551 13,300$ 508 1 1 1 830 VALHALLA STREET & VASSAR STREET 551 13,300$ 508 1 1 1 831 PACKARD DRIVE & PAINTER COURT 551 13,300$ 508 1 1 1 836 HUNTINGTON STREET & MUIR AVENUE 551 13,300$ 508 1 1 1 837 HOLLY WAY & PATTERSON AVENUE 551 13,300$ 508 1 1 1 840 POST AVENUE & POWERS STREET 551 13,300$ 508 1 1 1 841 LEXINGTON AVENUE & SANBORN WAY 551 13,300$ 508 1 1 1 842 RANCHO VISTA PLACE & TRABUCO PLACE 551 13,300$ 508 1 1 1 843 LA VERNE AVENUE & VICTORIA WAY 551 13,300$ 508 1 1 1 844 RANDOLPH STREET & WISCONSIN STREET 551 13,300$ 508 1 1 1 845 LANCER AVENUE & TANGIER PLACE 551 13,300$ 508 1 1 1 846 LINCOLN AVENUE & SHERIDAN AVENUE 551 13,300$ 508 1 1 1 847 PALOMARES STREET & SAN FRANCISCO AVENUE 551 13,300$ 508 1 1 1 848 JEFFERSON AVENUE & PALOMARES STREET 551 13,300$ 508 1 1 1 849 MERRYWOOD STREET & VASSAR STREET 551 13,300$ 508 1 1 1 850 RICHARD STREET & SCOVILLE AVENUE 551 13,300$ 508 1 1 1 851 MESA RIDGE DRIVE & ROLLING RIDGE DRIVE 551 13,300$ 508 1 1 1 852 KARESH AVENUE & LINCOLN AVENUE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
853 PARK AVENUE & PRECIADO STREET 551 13,300$ 508 1 1 1 854 RODMAN AVENUE & WASHINGTON AVENUE 551 13,300$ 508 1 1 1 855 MILANO PLACE & PHILLIPS DRIVE 551 13,300$ 508 1 1 1 858 KNOLLVIEW DRIVE & VILLAGE LOOP ROAD 551 13,300$ 508 1 1 1 859 MILFORD AVENUE & MORRISON STREET 551 13,300$ 508 1 1 1 860 SALEM LANE & SPRINGVALE STREET 551 13,300$ 508 1 1 1 861 PASADENA STREET & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 862 HILLCREST DRIVE & LOS ROBLES PLACE 551 13,300$ 508 1 1 1 863 WESTWOOD PLACE & WILLOW STREET 551 13,300$ 508 1 1 1 864 KENWOOD DRIVE & VAL VISTA STREET 551 13,300$ 508 1 1 1 865 HUNTINGTON BOULEVARD & RANDOLPH STREET 551 13,300$ 508 1 1 1 867 PENNYWOOD PLACE & TERRYVIEW AVENUE 551 13,300$ 508 1 1 1 869 PHILADELPHIA STREET & PRIMROSE WAY 551 13,300$ 508 1 1 1 870 LA VERNE AVENUE & LOS FLORES STREET 551 13,300$ 508 1 1 1 871 WHITE AVENUE & WILLIAM STREET 551 13,300$ 508 1 1 1 872 SELKIRK AVENUE & WAYNE STREET 551 13,300$ 508 1 1 1 875 MILLER STREET & PALOMARES STREET 551 13,300$ 508 1 1 1 877 LINCOLN AVENUE & LORANNE AVENUE 551 13,300$ 508 1 1 1 878 LA VERNE AVENUE & MOUNTAIN AVENUE 551 13,300$ 508 1 1 1 879 PHILLIPS BOULEVARD & PROSPECT DRIVE 551 13,300$ 508 1 1 1 881 PHILLIPS BOULEVARD & REBECCA STREET 551 13,300$ 508 1 1 1 883 MINDO DRIVE & SIGNAL DRIVE 551 13,300$ 508 1 1 1 884 KINGSLEY AVENUE & PALOMARES STREET 551 13,300$ 508 1 1 1 885 MIRAMAR STREET & TERRYVIEW AVENUE 551 13,300$ 508 1 1 1 886 MONTEREY AVENUE & THOMAS STREET 551 13,300$ 508 1 1 1 887 HANSEN AVENUE & PHILLIPS BOULEVARD 551 13,300$ 508 1 1 1 888 VAL VISTA STREET & VIOLA PLACE 551 13,300$ 508 1 1 1 889 HIDDEN VALLEY ROAD & WESTBROOK LANE 551 13,300$ 508 1 1 1 891 PHILLIPS DRIVE & SAVONA PLACE 551 13,300$ 508 1 1 1 893 KNOLLVIEW DRIVE & RIMGATE CIRCLE 551 13,300$ 508 1 1 1 894 LOS FELIS DRIVE & RANCHO JURUPA PLACE 551 13,300$ 508 1 1 1 895 PHILLIPS DRIVE & TORINO PLACE 551 13,300$ 508 1 1 1 896 HAMPSHIRE COURT & LAUREL AVENUE 551 13,300$ 508 1 1 1 898 COMMERCIAL STREET & HUNTINGTON BOULEVARD 551 13,300$ 508 1 1 1 900 BURMA COURT & FRANKLIN AVENUE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
902 CARMANITA AVENUE & SAN CARLOS DRIVE 551 13,300$ 508 1 1 1 903 DUPONT PLACE & KELLOGG PARK DRIVE 551 13,300$ 508 1 1 1 904 BUFFINGTON STREET & GOLDENROD PLACE 551 13,300$ 508 1 1 1 905 COUNTRY WOOD DRIVE & OLD WOOD ROAD 551 13,300$ 508 1 1 1 906 COLLEGE AVENUE & JAMES PLACE 551 13,300$ 508 1 1 1 907 BREA CANYON ROAD & DENISON STREET 551 13,300$ 508 1 1 1 908 DUDLEY STREET & LA VITA AVENUE 551 13,300$ 508 1 1 1 909 COVECREST WAY & GROVE STREET 551 13,300$ 508 1 1 1 910 BRADFORD STREET & KINGSLEY AVENUE 551 13,300$ 508 1 1 1 911 EAST END AVENUE & PHILLIPS BOULEVARD 551 13,300$ 508 1 1 1 912 BOYD PLACE & VANDERGRIFT LANE 551 13,300$ 508 1 1 1 913 EDGEHILL DRIVE & SHERIDAN AVENUE 551 13,300$ 508 1 1 1 914 FULTON ROAD & LA VERNE AVENUE 551 13,300$ 508 1 1 1 915 EDWIN STREET & TOWNE AVENUE 551 13,300$ 508 1 1 1 917 ELAINE STREET & MILLS AVENUE 551 13,300$ 508 1 1 1 918 COLLEGE AVENUE & SAN BERNARDINO AVENUE 551 13,300$ 508 1 1 1 919 CAMBRIN ROAD & LA VITA AVENUE 551 13,300$ 508 1 1 1 920 GIBBS STREET & MADISON AVENUE 551 13,300$ 508 1 1 1 921 CASWELL AVENUE & SAN FRANCISCO AVENUE 551 13,300$ 508 1 1 1 922 GIBBS STREET & SAN FRANCISCO AVENUE 551 13,300$ 508 1 1 1 924 GORDON STREET & JEFFERSON AVENUE 551 13,300$ 508 1 1 1 925 COUNTY ROAD & KATHRYN AVENUE 551 13,300$ 508 1 1 1 926 COMMERCIAL STREET & ELEANOR STREET 551 13,300$ 508 1 1 1 927 CROMWELL STREET & FARRINGDON AVENUE 551 13,300$ 508 1 1 1 928 GRAND AVENUE & SPRINGVALE STREET 551 13,300$ 508 1 1 1 929 ELEANOR STREET & MONTEREY AVENUE 551 13,300$ 508 1 1 1 931 CRYSTAL PLACE & LA VERNE AVENUE 551 13,300$ 508 1 1 1 932 CLARK AVENUE & PRICE STREET 551 13,300$ 508 1 1 1 933 ELEANOR STREET & PEARL STREET 551 13,300$ 508 1 1 1 934 DIGBY AVENUE & MANVILLE STREET 551 13,300$ 508 1 1 1 935 BREON STREET & PAVILION DRIVE 551 13,300$ 508 1 1 1 939 BREWSTER DRIVE & CAPPER AVENUE 551 13,300$ 508 1 1 1 940 DOUGLAS DRIVE & HILLSIDE DRIVE 551 13,300$ 508 1 1 1 941 CAMERON AVENUE & NEPTUNE STREET 551 13,300$ 508 1 1 1 942 CARDIFF COURT & SAN SIMEON STREET 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
943 ELMCROFT AVENUE & KARESH AVENUE 551 13,300$ 508 1 1 1 944 GIBBS STREET & JEFFERSON AVENUE 551 13,300$ 508 1 1 1 945 ELWOOD AVENUE & MEMPHIS COURT 551 13,300$ 508 1 1 1 946 BUTTERFIELD ROAD & PALMER STREET 551 13,300$ 508 1 1 1 948 COLUMBIA AVENUE & LORANNE AVENUE 551 13,300$ 508 1 1 1 949 BREWSTER DRIVE & KARESH AVENUE 551 13,300$ 508 1 1 1 950 GLEN AVENUE & GLENPARK STREET 551 13,300$ 508 1 1 1 951 CAMPHOR PLACE & ROGER COURT 551 13,300$ 508 1 1 1 952 DUDLEY STREET & MESERVE STREET 551 13,300$ 508 1 1 1 953 CALATINA DRIVE & FREMONT STREET 551 13,300$ 508 1 1 1 954 BRADFORD STREET & MONROE AVENUE 551 13,300$ 508 1 1 1 956 GRANADA PLACE & INDIAN HILL BOULEVARD 551 13,300$ 508 1 1 1 959 BROOKSIDE LANE & DAWN VIEW AVENUE 551 13,300$ 508 1 1 1 960 COMMERCIAL STREET & MAIN STREET 551 13,300$ 508 1 1 1 961 COUNTY ROAD & STANFORD AVENUE 551 13,300$ 508 1 1 1 964 CLAREMONT PLACE & LINCOLN AVENUE 551 13,300$ 508 1 1 1 965 ERIE STREET & LAUREL AVENUE 551 13,300$ 508 1 1 1 966 FRANKLIN AVENUE & NORVAL STREET 551 13,300$ 508 1 1 1 967 BROOKWIN DRIVE & CURRIER STREET 551 13,300$ 508 1 1 1 968 BRADFORD STREET & COLUMBIA AVENUE 551 13,300$ 508 1 1 1 969 ERVILLA STREET & ORANGE GROVE AVENUE 551 13,300$ 508 1 1 1 970 FREDA AVENUE & RAVENSWOOD WAY 551 13,300$ 508 1 1 1 971 ESTEL DRIVE & MURCHISON AVENUE 551 13,300$ 508 1 1 1 972 GABRIEL DRIVE & PARK AVENUE 551 13,300$ 508 1 1 1 973 EXCHANGE PLACE & POMONA BOULEVARD 551 13,300$ 508 1 1 1 974 CLEVELAND STREET & DOUGLAS DRIVE 551 13,300$ 508 1 1 1 977 CHANSLOR STREET & ORCHID LANE 551 13,300$ 508 1 1 1 978 DIGBY STREET & MERRYWOOD STREET 551 13,300$ 508 1 1 1 979 GROVE STREET & HOLLANDER STREET 551 13,300$ 508 1 1 1 983 DAWN VIEW AVENUE & GROVE STREET 551 13,300$ 508 1 1 1 984 CANYON WAY & HILLCREST DRIVE 551 13,300$ 508 1 1 1 985 DAYTON AVENUE & WATERS AVENUE 551 13,300$ 508 1 1 1 988 CORDOVA STREET & ELMCROFT AVENUE 551 13,300$ 508 1 1 1 990 GAYLEY COURT & GLEN AVENUE 551 13,300$ 508 1 1 1 991 DEL NORDE AVENUE & SAUNDERS STREET 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
992 COLMAR STREET & ESSEX AVENUE 551 13,300$ 508 1 1 1 995 BUENA VISTA AVENUE & FERNLEAF AVENUE 551 13,300$ 508 1 1 1 996 COLONY DRIVE & MANOR CIRCLE 551 13,300$ 508 1 1 1 998 BUTTERFIELD ROAD & PHILLIPS BOULEVARD 551 13,300$ 508 1 1 1 999 FERNLEAF AVENUE & PALOMARES STREET 551 13,300$ 508 1 1 1 1000 GIBBS STREET & PEARL STREET 551 13,300$ 508 1 1 1 1002 GIBBS STREET & SAN BERNARDINO AVENUE 551 13,300$ 508 1 1 1 1004 COLUMBIA AVENUE & MOUNTAIN VIEW AVENUE 551 13,300$ 508 1 1 1 1005 DENSMORE STREET & ESSEX AVENUE 551 13,300$ 508 1 1 1 1006 GLEN AVENUE & PAVILION DRIVE 551 13,300$ 508 1 1 1 1007 FICUS STREET & RIVERSIDE DRIVE 551 13,300$ 508 1 1 1 1009 CINDERELLA WAY & ROYAL COACH AVENUE 551 13,300$ 508 1 1 1 1010 CARY LANE & SHARON DRIVE 551 13,300$ 508 1 1 1 1011 FILLMORE PLACE & LAUREL AVENUE 551 13,300$ 508 1 1 1 1012 GORDON STREET & MCKINLEY AVENUE 551 13,300$ 508 1 1 1 1013 FIRST STREET & HAMILTON BOULEVARD 551 13,300$ 508 1 1 1 1014 COLUMBIA AVENUE & WASHINGTON AVENUE 551 13,300$ 508 1 1 1 1015 FLAXTON STREET & FOXBURY AVENUE 551 13,300$ 508 1 1 1 1016 GOTHIC WAY & PAVILION DRIVE 551 13,300$ 508 1 1 1 1017 FLEMING STREET & GOLDENROD PLACE 551 13,300$ 508 1 1 1 1018 GRAND AVENUE & HANSEN AVENUE 551 13,300$ 508 1 1 1 1019 CANTERBURY AVENUE & CROMWELL STREET 551 13,300$ 508 1 1 1 1020 COMMERCIAL STREET & GORDON STREET 551 13,300$ 508 1 1 1 1021 DIGBY AVENUE & LOVEJOY STREET 551 13,300$ 508 1 1 1 1022 COMMERCIAL STREET & HAMILTON BOULEVARD 551 13,300$ 508 1 1 1 1024 GRAND AVENUE & REBECCA STREET 551 13,300$ 508 1 1 1 1025 CLAIRE PLACE & ORANGE GROVE AVENUE 551 13,300$ 508 1 1 1 1026 COMMERCIAL STREET & NEWMAN STREET 551 13,300$ 508 1 1 1 1027 FOOTHILL BOULEVARD & RUBY WAY 551 13,300$ 508 1 1 1 1028 DUDLEY STREET & SMITH STREET 551 13,300$ 508 1 1 1 1029 CLAREMONT PLACE & GARFIELD AVENUE 551 13,300$ 508 1 1 1 1030 COMMERCIAL STREET & PALM PLACE 551 13,300$ 508 1 1 1 1033 CHELSA DRIVE & SAN BERNARDINO AVENUE 551 13,300$ 508 1 1 1 1035 CHESTER PLACE & HUNTINGTON BOULEVARD 551 13,300$ 508 1 1 1 1036 COMO DRIVE & LINCOLN AVENUE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1037 BUCHANAN DRIVE & MCKINLEY AVENUE 551 13,300$ 508 1 1 1 1040 DORSET AVENUE & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 1041 9TH STREET & REBECCA STREET 551 13,300$ 508 1 1 1 1042 BANGOR STREET & STOCKER STREET 551 13,300$ 508 1 1 1 1043 10TH STREET & HANSEN STREET 551 13,300$ 508 1 1 1 1044 ALBERT AVENUE & HEATHER WAY 551 13,300$ 508 1 1 1 1045 BERKELEY AVENUE & WESTWOOD PLACE 551 13,300$ 508 1 1 1 1046 ALCOTT AVENUE & LINDEN STREET 551 13,300$ 508 1 1 1 1047 ASHFIELD AVENUE & MOUNTAIN AVENUE 551 13,300$ 508 1 1 1 1049 BALDWIN AVENUE & LORANNE AVENUE 551 13,300$ 508 1 1 1 1050 ALDER STREET & VASSAR STREET 551 13,300$ 508 1 1 1 1052 3RD STREET & GORDON STREET 551 13,300$ 508 1 1 1 1053 ALAMEDA STREET & SHERWOOD PLACE 551 13,300$ 508 1 1 1 1055 ASBURY AVENUE & ASHFIELD AVENUE 551 13,300$ 508 1 1 1 1056 ALISO STREET & BERKELEY AVENUE 551 13,300$ 508 1 1 1 1057 ASTON AVENUE & BARJUD AVENUE 551 13,300$ 508 1 1 1 1058 ALISO STREET & CADILLAC DRIVE 551 13,300$ 508 1 1 1 1059 11TH STREET & THOMAS STREET 551 13,300$ 508 1 1 1 1060 7TH STREET & CYPRESS STREET 551 13,300$ 508 1 1 1 1061 ACADEMY AVENUE & RIDGEWAY STREET 551 13,300$ 508 1 1 1 1062 ALISO STREET & YORBA DRIVE 551 13,300$ 508 1 1 1 1063 ADAMS AVENUE & GIBBS STREET 551 13,300$ 508 1 1 1 1064 ALPINE DRIVE & ARROW HIGHWAY 551 13,300$ 508 1 1 1 1065 3RD STREET & PARCELS STREET 551 13,300$ 508 1 1 1 1067 BLUEGRASS PLACE & PHILLIPS DRIVE 551 13,300$ 508 1 1 1 1070 ALVARADO STREET & CASWELL AVENUE 551 13,300$ 508 1 1 1 1071 BONNIE BRAE STREET & MCKINLEY AVENUE 551 13,300$ 508 1 1 1 1074 BONITA AVENUE & MELBOURNE AVENUE 551 13,300$ 508 1 1 1 1075 ASHPORT STREET & WEBER STREET 551 13,300$ 508 1 1 1 1076 ALVARADO STREET & GIBBS STREET 551 13,300$ 508 1 1 1 1077 BONNIE BRAE STREET & COLUMBIA AVENUE 551 13,300$ 508 1 1 1 1078 2ND STREET & GIBBS STREET 551 13,300$ 508 1 1 1 1079 1ST STREET & GIBBS STREET 551 13,300$ 508 1 1 1 1080 8TH STREET & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 1081 BALBOA STREET & BELFORT AVENUE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1082 12TH STREET & PARK AVENUE 551 13,300$ 508 1 1 1 1083 BALLERINA PLACE & MURCHISON AVENUE 551 13,300$ 508 1 1 1 1084 7TH STREET & ELEANOR STREET 551 13,300$ 508 1 1 1 1086 8TH STREET & WHITE AVENUE 551 13,300$ 508 1 1 1 1088 10TH STREET & WHITE AVENUE 551 13,300$ 508 1 1 1 1089 BARRY DRIVE & KIMBALL AVENUE 551 13,300$ 508 1 1 1 1090 3RD STREET & LOCUST STREET 551 13,300$ 508 1 1 1 1091 1ST STREET & WHITE AVENUE 551 13,300$ 508 1 1 1 1092 3RD STREET & PICO STREET 551 13,300$ 508 1 1 1 1093 BELLEVUE AVENUE & GLENPARK STREET 551 13,300$ 508 1 1 1 1094 AMBERSON STREET & STARE STREET 551 13,300$ 508 1 1 1 1095 2ND STREET & CYPRESS STREET 551 13,300$ 508 1 1 1 1096 AMERICAN AVENUE & BONNIE BRAE STREET 551 13,300$ 508 1 1 1 1097 BLUERIDGE DRIVE & SEQUOIA GLEN 551 13,300$ 508 1 1 1 1098 3RD STREET & REBECCA STREET 551 13,300$ 508 1 1 1 1099 1ST STREET & ELECTRA STREET 551 13,300$ 508 1 1 1 1101 1ST STREET & PICO STREET 551 13,300$ 508 1 1 1 1102 7TH STREET & ELM STREET 551 13,300$ 508 1 1 1 1104 3RD STREET & CYPRESS STREET 551 13,300$ 508 1 1 1 1105 7TH STREET & REBECCA STREET 551 13,300$ 508 1 1 1 1107 ASBURY AVENUE & LARCHMONT STREET 551 13,300$ 508 1 1 1 1108 ANN ARBOR AVENUE & PHILADELPHIA STREET 551 13,300$ 508 1 1 1 1110 ANNE PLACE & ROBERTS STREET 551 13,300$ 508 1 1 1 1111 ASHFIELD AVENUE & SAN CARLOS DRIVE 551 13,300$ 508 1 1 1 1112 APPIAN WAY & LUCERA COURT 551 13,300$ 508 1 1 1 1113 ASPEN LANE & WILKIE DRIVE 551 13,300$ 508 1 1 1 1114 4TH STREET & GORDON STREET 551 13,300$ 508 1 1 1 1115 ASTON AVENUE & LOMBARD STREET 551 13,300$ 508 1 1 1 1116 1ST STREET & HUNTINGTON STREET 551 13,300$ 508 1 1 1 1117 BONNIE BRAE STREET & LINCOLN AVENUE 551 13,300$ 508 1 1 1 1119 AUGUSTA STREET & FARRINGDON AVENUE 551 13,300$ 508 1 1 1 1120 ARCHWOOD DRIVE & PROSPECT DRIVE 551 13,300$ 508 1 1 1 1121 7TH STREET & SAN ANTONIO AVENUE 551 13,300$ 508 1 1 1 1122 ARMOUR STREET & FLANDERS AVENUE 551 13,300$ 508 1 1 1 1123 BALBOA STREET & BALDWIN AVENUE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - EPDO Score By Intersection
ID Intersections
EPDO Rank
EPDO Score
Total Collisions
Rank
Total Collisions
Fatal
Severe Injury
Visible Injury
Complaint of Pain
PDO
Broadside
Head-On
Hit Object
Not Stated
Other
Overturned
Rear End
Sideswipe
Vehicle/
Pedestrian
COLLISION SEVERITY COLLISION TYPE
1126 2ND STREET & PARCELS STREET 551 13,300$ 508 1 1 1 1127 BALDWIN AVENUE & SEBRING STREET 551 13,300$ 508 1 1 1 1128 11TH STREET & BUENA VISTA AVENUE 551 13,300$ 508 1 1 1 1129 ACADEMY AVENUE & CORNELIA STREET 551 13,300$ 508 1 1 1 1133 BANGOR STREET & SPENCER AVENUE 551 13,300$ 508 1 1 1 1134 ARROW HIGHWAY & KIMBALL AVENUE 551 13,300$ 508 1 1 1 1136 11TH STREET & ELEANOR STREET 551 13,300$ 508 1 1 1 1137 BARBARA LANE & WASHINGTON AVENUE 551 13,300$ 508 1 1 1 1138 12TH STREET & HUNTINGTON STREET 551 13,300$ 508 1 1 1 1139 AIRSHIRE LANE & SANBORN WAY 551 13,300$ 508 1 1 1 1140 12TH STREET & PALOMARES STREET 551 13,300$ 508 1 1 1 1141 BARRY DRIVE & SUMNER AVENUE 551 13,300$ 508 1 1 1 1142 12TH STREET & GIBBS STREET 551 13,300$ 508 1 1 1 1143 8TH STREET & CASWELL STREET 551 13,300$ 508 1 1 1 1144 2ND STREET & PICO STREET 551 13,300$ 508 1 1 1 1145 BEECHNUT PLACE & STORRS PLACE 551 13,300$ 508 1 1 1 1146 1ST STREET & PARCELS STREET 551 13,300$ 508 1 1 1 1147 BELINDA AVENUE & CROMWELL STREET 551 13,300$ 508 1 1 1 1148 9TH STREET & GORDON STREET 551 13,300$ 508 1 1 1 1150 11TH STREET & WATERS AVENUE 551 13,300$ 508 1 1 1 1151 BERKELEY AVENUE & WILART PLACE 551 13,300$ 508 1 1 1 1152 7TH STREET & LA MESA STREET 551 13,300$ 508 1 1 1 1153 BERKSHIRE WAY & QUEEN ANNES WALK 551 13,300$ 508 1 1 1 1154 4TH STREET & CASWELL STREET 551 13,300$ 508 1 1 1 1155 BLUEGRASS PLACE & WRIGHT STREET 551 13,300$ 508 1 1 1 1156 7TH STREET & MYRTLE AVENUE 551 13,300$ 508 1 1 1 1158 ARROYO AVENUE & CAMBRIN ROAD 551 13,300$ 508 1 1 1 1159 BOLIVAR STREET & MAYFAIR AVENUE 551 13,300$ 508 1 1 1 1160 4TH STREET & HUNTINGTON STREET 551 13,300$ 508 1 1 1 1163 ALAMEDA STREET & WILLOW STREET 551 13,300$ 508 1 1 1 1164 ARROYO AVENUE & TYLEEN PLACE 551 13,300$ 508 1 1 1 Pomona LRSP
Attachment B - Total Collisions and EPDO Score by Corridor
EXCLUDING COLLISIONS AT SIGNALIZED INTERSECTIONS
Roadway Segment From To
Grand
Total Fatal
Severe
Injury
Visible
Injury
Complaint
of Pain
Property
Damage
Only Broadside Head-On Hit Object
Not
Stated Other Overturned Rear End Sideswipe
Vehicle/
Pedestrian
Rank
Collision
Frequency
EPDO
Score
Rank
EPDO
Score
Corridor
Length
(miles)
Holt Avenue (1) Dudley Street East End Avenue 214 1 29 47 137 50 11 9 7 1 1 70 53 12 1 897.8 1 3.03 Garey Avenue (2) Orange Grove Avenue Lexington Avenue 131 3 14 27 87 41 9 18 2 1 28 28 4 2 895.0 2 2.47 Mission Boulevard (1) Dudley Street Towne Avenue 88 9 16 63 27 4 3 4 1 17 30 2 3 256.6 10 1.84 Reservoir Street Ninth Street Philadelphia Street 76 2 9 16 49 21 3 3 1 24 22 2 4 571.9 3 1.26 Orange Grove Avenue Fairplex Drive Casa Vista Drive 59 1 5 10 43 20 3 3 3 11 17 2 5 322.0 6 1.36 Towne Avenue (2) San Bernardino Avenue Holt Avenue 55 2 6 13 34 19 3 1 1 22 9 6 506.6 5 0.92 White Avenue (1) Val Vista Street/Preciado Street William Street 53 12 8 33 31 1 2 2 7 10 7 210.1 12 0.67
COLLISION SEVERITY COLLISION TYPE
CITY OF POMONA | LRSP APPENDICES
APPENDIX C – COST ESTIMATES
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 6 EA $300 $1,800
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 6 EA $1,200 $7,200 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 90 SF $2 $180
REMOVE STRIPING 2,500 LF $1 $2,500
INSTALL PAVEMENT MARKINGS 90 SF $6 $540
INSTALL STRIPING 2,500 LF $3 $7,500
$37,220
$3,722
$2,000
$20,000
$5,640
$3,722
$21,691
$16,919
$110,914
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
OTHER
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
R28
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
S21PB
CITY OF POMONA
MISSION BOULEVARD AND EAST END BOULEVARD
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 2 EA $1,200 $2,400 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $4,900
$1,000
$490
$10,000
$3,760
$3,000
$6,945
$5,417
$35,512
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
MISSION BOULEVARD AND PHILLIPS DRIVE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 2 EA $1,200 $2,400 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $4,900
$1,000
$490
$10,000
$3,760
$3,000
$6,945
$5,417
$35,512
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
MISSION BOULEVARD AND HUMANE WAY
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 3 EA $300 $900
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 3 EA $1,200 $3,600 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
STREET IMPROVEMENTS
CONSTRUCT CURB EXTENSION (INTO MISSION BOULEVARD) 1 LS $200,000 $200,000
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
$222,000
$22,200
$2,000
$5,000
$45,000
$28,200
$22,200
$1,000
$103,980
$81,284
$532,864
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
OTHER
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
OTHER
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
S21PB
CITY OF POMONA
MISSION BOULEVARD AND RESERVOIR STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
$15,000
$1,500
$1,500
$15,000
$3,760
$1,500
$11,478
$8,953
$58,691
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CITY OF POMONA
MISSION BOULEVARD AND TOWNE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S21PB
OTHER
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 4 EA $1,200 $4,800 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
$22,300
$2,230
$2,000
$15,000
$3,760
$3,000
$14,487
$11,300
$74,077GRAND TOTAL
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
OTHER
S21PB
CITY OF POMONA
HOLT AVENUE AND TOWNE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 2 EA $1,200 $2,400 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
$19,900
$1,990
$4,000
$15,000
$5,640
$3,000
$14,859
$11,590
$75,979
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
S21PB
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
OTHER
CITY OF POMONA
INDIAN HILL BOULEVARD AND SAN BERNARDINO AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 12 EA $300 $3,600
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 16 EA $1,200 $19,200 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $25,300
$2,530
$2,530
$10,000
$5,640
$3,000
$14,700
$11,466
$75,166
CITY OF POMONA
GRAND AVENUE AND GAREY AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
S02
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 12 EA $300 $3,600
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 16 EA $1,200 $19,200 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $25,300
$2,530
$2,530
$10,000
$5,640
$3,000
$14,700
$11,466
$75,166
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
GRAND AVENUE AND TOWNE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 3 EA $300 $900
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 3 EA $1,200 $3,600 $4,500
$1,000
$2,000
$10,000
$3,760
$3,000
$7,278
$5,677
$37,215
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
MCKINLEY AVENUE AND ORANGE GROVE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL NEAR-SIDE SIGNAL HEADS (ALL APPROACHES) 4 EA $1,200 $4,800 INSTALL NO RIGHT-TURN SIGNS WITH BLANKOUT SIGNS (ALL APPROACHES) 1 LS $50,000 $50,000 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
MODIFY TRAFFIC SIGNAL (LEFT-TURN SIGNAL INSTALLED ON MAST ARMS, ALL LEGS) 1 LS $500,000 $500,000
STREET IMPROVEMENTS
RECONSTRUCT MEDIAN 1 LS $25,000 $25,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
$592,300
$59,230
$4,000
$5,000
$35,000
$28,200
$59,230
$1,000
$234,888
$183,393
$1,202,241
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CITY OF POMONA
FAIRPLEX DRIVE AND HOLT AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
S03/S07
OTHER
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 4 EA $1,200 $4,800 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $7,300
$1,000
$2,000
$10,000
$3,760
$3,000
$8,118
$6,332
$41,510
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
GAREY AVENUE AND HOLT AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 3 EA $300 $900
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 7 EA $1,200 $8,400
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 4 EA $2,500 $10,000
STREET IMPROVEMENTS
CONSTRUCT CURB EXTENSION WITH SIGNAL MODIFICATIONS 1 LS $240,000 $240,000 $264,300
$26,430
$4,000
$5,000
$35,000
$28,200
$26,430
$1,000
$116,808
$91,290
$598,458
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
S21PB
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
S02
TOTAL FOR BASE BID ITEMS
OTHER
CITY OF POMONA
GAREY AVENUE AND ORANGE GROVE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
MODIFY TRAFFIC SIGNAL (POLE WITH MAST ARM ON EAST AND WEST LEG) 1 LS $250,000 $250,000 INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING (NEAR-SIDE ALL APPROACHES) 4 EA $1,200 $4,800 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $257,300
$25,730
$25,730
$10,000
$9,400
$25,730
$106,167
$82,810
$542,867
CONSTRUCTION MANAGEMENT AND INSPECTION
CITY OF POMONA
GAREY AVENUE AND FRANKLIN AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S02
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
MODIFY TRAFFIC SIGNAL (POLE WITH MAST ON WEST LEG) 1 LS $125,000 $125,000 REMOVE VEHICLE HEAD 2 EA $300 $600
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 2 EA $1,200 $2,400 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500 $130,500
$13,050
$13,050
$10,000
$9,400
$13,050
$56,715
$44,238
$290,003
S02
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
CITY OF POMONA
FRANKLIN AVENUE AND RESERVOIR STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL NEW TRAFFIC SIGNAL 1 LS $500,000 $500,000
$500,000
$50,000
$2,000
$10,000
$9,400
$50,000
$186,420
$145,408
$953,228
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
HUMANE WAY AND ROSELAWN STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
NS03
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 0 LS $2,500 $0
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
SIGNING AND STRIPING
INSTALL HIGH-VISIBILITY CROSSWALK 3 EA $2,500 $7,500
TRAFFIC SIGNAL
MODIFY TRAFFIC SIGNAL (LEFT-TURN SIGNAL INSTALLED ON MAST ARM, WEST LEG) 1 LS $250,000 $250,000
STREET IMPROVEMENTS
RECONSTRUCT MEDIAN 1 LS $25,000 $25,000
$287,500
$28,750
$2,000
$5,000
$40,000
$28,200
$28,750
$1,000
$126,060
$98,507
$645,767
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
S02
CITY OF POMONA
FOOTHILL BOULEVARD AND TOWNE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
OTHER
S21PB
OTHER
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
REMOVE STRIPING 100 LF $1 $100
INSTALL STRIPING 150 LF $3 $450
INSTALL PAVEMENT MARKINGS 64 SF $6 $384
INSTALL SIGN AND POST 5 EA $500 $2,500
$3,434
$1,000
$343
$5,000
$1,880
$3,000
$4,397
$3,430
$22,484
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
CITY OF POMONA
FRANKLIN AVENUE AND PALOMARES STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
NS02
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
REMOVE VEHICLE HEAD 7 EA $300 $2,100
INSTALL 3 - 12" VEHICLE HEAD WITH MOUNTING 11 EA $1,200 $13,200 INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
REMOVE PEDESTRIAN PUSH BUTTON 8 EA $150 $1,200
REMOVE PEDESTRIAN HEAD 8 EA $300 $2,400
INSTALL APS PESTRIAN PUSH BUTTON 8 EA $1,325 $10,600
INSTALL PEDESTRIAN COUNTDOWN HEAD WITH MOUNTING 8 EA $1,600 $12,800
TRAFFIC SIGNAL
MODIFY SIGNAL TIMING (LPI) 1 LS $5,000 $5,000
$49,800
$4,980
$4,980
$15,000
$5,640
$4,980
$25,614
$19,979
$130,973
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CITY OF POMONA
TOWNE AVENUE AND HARRISON AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S17PB
S02
S21PB
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
TRAFFIC SIGNAL
INSTALL RETRO-REFLECTIVE SIGNAL BACKPLATES 1 LS $2,500 $2,500
TRAFFIC SIGNAL
IMPROVE SIGNAL TIMING 1 LS $10,000 $10,000
TRAFFIC SIGNAL
MODIFY TRAFFIC SIGNAL (LEFT-TURN SIGNAL INSTALLED ON MAST ARMS, ALL LEGS) 1 LS $500,000 $500,000 $512,500
$51,250
$2,000
$10,000
$18,800
$51,250
$193,740
$151,117
$990,657
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
CITY OF POMONA
TOWNE AVENUE AND BONITA AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S07
S03
S02
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL STRIPING 29,568 LF $3 $88,704
SIGNING AND STRIPING
INSTALL SIGN AND POST 84 EA $500 $42,240
SIGNING AND STRIPING
INSTALL STRIPING 29,568 LF $3 $88,704
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 887 SF $2 $1,774
REMOVE STRIPING 14,784 LF $1 $14,784
INSTALL PAVEMENT MARKINGS 887 SF $6 $5,322
$241,528
$24,153
$24,153
$40,000
$9,400
$24,153
$109,016
$85,033
$557,435GRAND TOTAL
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
OTHER
R13
CITY OF POMONA
GRAND AVENUE FROM HANSEN AVENUE TO EAST END AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
R22
R28
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 32 EA $500 $16,000
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 729 SF $2 $1,457
REMOVE STRIPING 48,576 LF $1 $48,576
INSTALL PAVEMENT MARKINGS 729 SF $6 $4,372
INSTALL STRIPING 48,576 LF $3 $145,728
$216,133
$21,613
$21,613
$40,000
$9,400
$21,613
$99,112
$77,307
$506,792GRAND TOTAL
R28
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
18% INFLATION (3% PER YEAR @ 6 YEARS)
CITY OF POMONA
HOLT AVENUE FROM DUDLEY STREET TO EAST END AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
R22
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 21 EA $500 $10,500
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 317 SF $2 $634
REMOVE STRIPING 21,120 LF $1 $21,120
INSTALL PAVEMENT MARKINGS 317 SF $6 $1,901
INSTALL STRIPING 21,120 LF $3 $63,360
$97,514
$9,751
$9,751
$30,000
$5,640
$9,751
$48,723
$38,004
$249,135
CITY OF POMONA
MISSION BOULEVARD FROM DUDLEY STREET TO TOWNE AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
R28
GRAND TOTAL
R22
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
STREET IMPROVEMENTS
INSTALL HIGH FRICTION SURFACE TREATMENT 8000 SY $50 $400,000
SIGNING AND STRIPING
INSTALL SIGN AND POST 20 EA $500 $10,000
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 412 SF $2 $824
REMOVE STRIPING 27,456 LF $1 $27,456
INSTALL PAVEMENT MARKINGS 412 SF $6 $2,471
INSTALL STRIPING 27,456 LF $3 $82,368
STREET IMPROVEMENTS
INSTALL CURB, GUTTER AND SIDEWALK 8864 LF $160 $1,418,240 $1,941,359
$194,136
$194,136
$20,000
$125,000
$193,640
$194,136
$5,000
$858,722
$670,703
$4,396,831
CITY OF POMONA
MISSION BOULEVARD FROM TEMPLE AVENUE TO WESTMONT AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
R21
R22
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
OTHER
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
TOTAL FOR BASE BID ITEMS
OTHER
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 21 EA $500 $10,500
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 697 SF $2 $1,394
REMOVE STRIPING 46,464 LF $1 $46,464
INSTALL PAVEMENT MARKINGS 697 SF $6 $4,182
INSTALL STRIPING 46,464 LF $3 $139,392
$201,932
$20,193
$20,193
$30,000
$9,400
$20,193
$90,573
$70,647
$463,132
CITY OF POMONA
RESERVOIR STREET FROM NINTH STREET TO PHILADELPHIA STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
R28
GRAND TOTAL
R22
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
STREET IMPROVMENTS
INSTALL MEDIAN 900 LF $250 $225,000
SIGNING AND STRIPING
INSTALL SIGN AND POST 21 EA $500 $10,500
SIGNING AND STRIPING
INSTALL STRIPING 21,120 LF $3 $63,360
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 634 SF $2 $1,267
REMOVE STRIPING 42,240 LF $1 $42,240
INSTALL PAVEMENT MARKINGS 634 SF $6 $3,802
INSTALL STRIPING 42,240 LF $3 $126,720
$472,889
$47,289
$47,289
$20,000
$90,000
$18,800
$47,289
$2,000
$223,067
$174,352
$1,142,974
OTHER
CITY OF POMONA
TOWNE AVENUE FROM SAN BERNARDINO AVENUE TO HOLT AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
S08
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
R28
R22
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 74 EA $500 $37,000
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 444 SF $2 $887
REMOVE STRIPING 22,176 LF $1 $22,176
INSTALL PAVEMENT MARKINGS 444 SF $6 $2,661
INSTALL STRIPING 22,176 LF $3 $66,528
$129,252
$12,925
$12,925
$20,000
$5,640
$12,925
$58,100
$45,318
$297,086
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
CITY OF POMONA
FRANKLIN AVENUE FROM BOLIVAR STREET TO RESERVOIR STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
R22
R28
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 158 EA $500 $79,200
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 950 SF $2 $1,901
REMOVE STRIPING 63,360 LF $1 $63,360
INSTALL PAVEMENT MARKINGS 950 SF $6 $5,702
INSTALL STRIPING 63,360 LF $3 $190,080
$340,243
$34,024
$34,024
$40,000
$9,400
$34,024
$147,515
$115,062
$754,293GRAND TOTAL
R22
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CITY OF POMONA
WHITE AVENUE AND VAL VISTA STREET/PRECIADO STREET TO WILLIAM STREET
PRELIMINARY ENGINEER'S COST ESTIMATE
OTHER
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 132 EA $500 $66,000
SIGNING AND STRIPING
REMOVE PAVEMENT MARKINGS 1,455 SF $2 $2,910
REMOVE STRIPING 52,800 LF $1 $52,800
INSTALL PAVEMENT MARKINGS 1,455 SF $6 $8,730
INSTALL STRIPING 52,800 LF $3 $158,400
$288,840
$28,884
$4,000
$5,000
$35,000
$9,400
$28,884
$1,000
$120,002
$93,782
$614,792
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SURVEY AND MONUMENTATION
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
PROJECT MANAGEMENT
R28
TOTAL FOR BASE BID ITEMS
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
CITY OF POMONA
GAREY AVENUE FROM ORANGE GROVE AVENUE TO LEXINGTON AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
R22
COUNTER
MEASURE ITEM DESCRIPTION ESTIMATED
QUANTITY
UNIT OF
MEASURE
UNIT
PRICE ITEM TOTAL
SIGNING AND STRIPING
INSTALL SIGN AND POST 26 EA $500 $13,200
STREET IMPROVEMENTS
INSTALL SPEED HUMP 6 EA $15,000 $90,000
$103,200
$10,320
$10,320
$10,000
$35,000
$9,400
$10,320
$1,000
$56,568
$44,303
$290,431
PROJECT MANAGEMENT
STORM WATER BEST MANAGEMENT PRACTICES (BMPs)
30% CONTINGENCY
18% INFLATION (3% PER YEAR @ 6 YEARS)
GRAND TOTAL
FINAL DESIGN
CONSTRUCTION MANAGEMENT AND INSPECTION
CITY OF POMONA
HAMILTON AVENUE FROM PHILIPS BOULEVARD TO LEXINGTON AVENUE
PRELIMINARY ENGINEER'S COST ESTIMATE
OTHER
R22
TOTAL FOR BASE BID ITEMS
MOBILIZATION & DEMOBILIZATION
TRAFFIC CONTROL, PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SURVEY AND MONUMENTATION
CITY OF POMONA | LRSP APPENDICES
APPENDIX D – SCHOOL CROSSING GUARD STUDY
SCHOOL CROSSING GUARD STUDY
CITY OF POMONA
APRIL 2022
Prepared for:
City of Pomona
Department of Public Works
505 South Garey Avenue
Pomona, CA 91766
Prepared By:
1100 Corporate Center Drive, Suite 201
Monterey Park, CA 91754
T: 323.260.4703 | F: 323.260.4705
www.koacorp.com
JC11105
CITY OF POMONA | CROSSING GUARD STUDY 2
Table of Contents
1.0 INTRODUCTION ......................................................................................................................................................................................... 3
2.0 MUTCD GUIDANCE .................................................................................................................................................................................. 7
3.0 WARRANT ANALYSIS .............................................................................................................................................................................. 8
3.1 Traffic Counts .......................................................................................................................................................................................................... 8
3.2 Pedestrian Volumes .............................................................................................................................................................................................. 8
4.0 PRIORITIZATION ..................................................................................................................................................................................... 10
4.1 Alternative 1 – Pedestrian Crossing ............................................................................................................................................................. 10
4.2 Alternative 2 – All Pedestrian Volumes ....................................................................................................................................................... 12
4.3 Alternative 3 – Control Type ........................................................................................................................................................................... 14
APPENDICES
Appendix A – Existing Traffic Counts
Appendix B – Adult Crossing Guard Warrant Spreadsheet
CITY OF POMONA | CROSSING GUARD STUDY 3
1.0 INTRODUCTION
The City of Pomona is working on identifying designated locations for crossing guards within proximity of the elementary and middle schools. In an effort to enhance pedestrian safety near schools , 54 intersections are identified as potential crossing guard locations. Those locations are analyzed and prioritized based on the Crossing Guard warrant from the California Manual on Uniform Traffic Control Devices (MUTCD). This study aims to evaluate whether the guideline is met to have a crossing guard at the identified locations.
Figure 1 illustrates all the schools identified in Pomona Unified School District (PUSD), The 54 intersections were identified based on a ½ mile buffer at each elementary school and middle school in the PUSD. High schools were excluded from this analysis. The location includes:
● 16 Uncontrolled Intersections
● 19 Stop-Controlled Intersections
● 19 Signalized Intersections
Table 1 lists the locations of the 54 potential crossing guard locations. All pedestrian crossings at the 54 intersections are analyzed to determine whether the MUTCD warrant is met and discussed in Section 2. Figure 2 illustrates a map of all potential crossing guard locations listed in Table 1.
Table 1: List of Potential Crossing Guard Locations
ID Crossing Guard Location School
1 Arroyo Ave & Saed St Marshall MS
2 Arroyo Ave & Fairplex Dr Marshall MS
3 Arroyo Ave & Glen Ave Arroyo ES
4 Arroyo Ave & Dudley St Arroyo ES
5 Dudley St & Elwood St Cortez ES
6 9th St & Goldenrod Pl Westmont ES
7 Storrs Pl & Grier St Westmont ES
8 9th St & Storrs Pl Westmont ES
9 Santa Clara Dr & Trabuco Rd Ranch Hills ES
10 Village Loop Rd & Viewpoint Cir Decker ES
11 Harrison Ave & Sumner Ave Harrison ES
12 Harrison Ave & Vamana St Harrison ES
13 Orange Grove Ave & Deborah Dr Palomares Academy of Health Science 14 Omar St & Valley Blvd Kellogg Polytechnic ES
15 Medina St & Santez Dr Kellogg Polytechnic ES
16 Lexington Ave & Park Ave Lexington ES
17 Huntington St & Texas St Roosevelt ES
18 Cadillac Dr & San Felipe St San Jose ES
19 Cadillac Dr & San Rafael St San Jose ES
20 San Antonio Ave Barfield ES
21 San Bernardino Ave & Washington Ave Allison ES
22 Russell Pl & Palmgrove Ave Allison ES
23 San Bernardino Ave Montvue ES
24 Lincoln Ave & Washington Ave Kingsley ES
CITY OF POMONA | CROSSING GUARD STUDY 4
ID Crossing Guard Location School
25 San Antonio Ave & Kingsley Ave San Antonio ES
26 Kingsley Ave & Madeleine Way San Antonio ES
27 Caswell Ave & Lincoln Ave Emerson MS
28 Lincoln Ave & Towne Ave Emerson MS
29 Garey Ave & Jefferson Ave Lincoln ES
30 Gordon St Lincoln ES
31 8th St & Hamilton Blvd Lopez ES
32 Grand Ave & White Ave Vejar ES
33 Grand Ave & Hungtington St Vejar ES
34 Park Ave & Phillips Blvd Madison ES
35 Main St & Phillips Blvd Madison ES
36 Franklin Ave & Park Ave Fremont Academy of Engineering and Design 37 Bolivar St & Franklin Ave Fremont Academy of Engineering and Design 38 9th St & San Antonio Ave Washington ES
39 9th St & Towne Ave Washington ES
40 Alcott Ave & Towne Ave Alcott ES
41 Franklin Ave & Mango Wy Simons MS
42 Franklin Ave & San Antonio Ave Simons MS
43 Philadelphia St Philadelphia ES
44 Cynthia St & Palomares St Philadelphia ES
45 Towne Ave & Bonita Ave (Location not within 1/2-mile radius of school) 46 Harrison Ave & Towne Ave Harrison ES
47 9th St & White Ave Lopez ES
48 La Verne Ave & Sharon Dr Yorba ES
49 La Luna Wy & La Verne Ave San Jose ES
50 Olive St & Palomares St Philadelphia ES
51 Old Pomona Rd & Village Loop Rd Decker ES
52 Leslie Ct & Russell Pl Allison ES
53 Alvarado St & Gordon St Lincoln ES
54 Butterfield Rd & Smith St Westmont ES
CITY OF POMONA | CROSSING GUARD STUDY 5
Figure 1: PUSD Schools
CITY OF POMONA | CROSSING GUARD STUDY 6
Figure 2: Potential Crossing Guard Locations
CITY OF POMONA | CROSSING GUARD STUDY 7
2.0 MUTCD GUIDANCE
The Federal Highway Administration has defined the standards by following the guidelines in the local agency to install and maintain traffic control devices on all streets and highways, including the use of school crossing guards.
These standards are provided in the California MUTCD. The MUTCD guidelines were used for this warrant study to determine whether an adult crossing guard is warranted a the analyzed locations. Chapter 7D, Section 7D.02 of the MUTCD states the following criteria for adult crossing guards:
Adult Crossing Guards normally are assigned where official supervision of school pedestrians is desirable while they cross a public highway, and at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school.
Option:
Adult crossing guards may be used under the following conditions:
1. At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
a. In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or b. In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school.
Whenever the critical (85th percentile) approach speed exceeds 40 mph, the guidelines for rural areas should be applied.
2. At stop sign-controlled crossing:
Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school.
3. At traffic signal-controlled crossings:
a. Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
b. Where justified through analysis of the operations of the intersection.
Based on the California MUTCD, it is interpreted that either one of the following conditions is satisfied, and an adult crossing guard may be assigned to the designated school crossing to assist pedestrians crossing the specified hours when going to or from school.
Condition 1: If more than 40 school-age pedestrians crossing the analyzed intersection daily for any two hours
Conditions 2: If one of the conditions is satisfied under the Option guidelines However, the California MUTCD does not prohibit having an adult crossing guard in any case, nor does it suggest that the conditions must be satisfied.
CITY OF POMONA | CROSSING GUARD STUDY 8
3.0 WARRANT ANALYSIS
3.1 Traffic Counts
Per the MUTCD guidance, pedestrian and vehicle volumes were collected at the 54 locations. Based on school bell schedules posted on the PUSD website, counts were collected during student pick-up and drop-off periods. AM and PM school peak hour bicyclist, pedestrian, and vehicular turning movement traffic counts were collected in early January 2022 at the following times to capture the maximum walking students before and afte r school. ● 7:25 AM – 8:25 AM
● 1:10 PM – 2:10 PM
Appendix A includes all the turning movement volumes, pedestrians, and bicyclists data.
3.2 Pedestrian Volumes
Crossing guards are typically assigned where there is a need to supervise school-age pedestrians when crossing the roadway. The MUTCD requires a crossing to have at least 40 school-age pedestrians, for any two hours, crossing to and from school.
Based on the Ault Crossing Guard guidelines stated in the MUTCD Chapter 7D, Section 7D.02, a minimum of 40 school-age pedestrians per crossing satisfies for a crossing guard at that location. The following listed the locations that satisfy a school crossing guard:
Based on the pedestrian volume analysis, 25 intersections satisfies for an adult crossing guard, which meets the minimum pedestrian volume, 40 or more. Figure 3 illustrates the 25 intersections, and the list is provided below:
1) Saed Street & Arroyo Avenue
2) Glen Avenue & Arroyo Avenue
3) Dudley Street & Elwood Street
4) Storrs Place & Grier Street
5) Village Loop & Viewpoint
6) Sumner Avenue & Harrison Avenue
7) Park Avenue & Lexington Avenue
8) Cadillac Drive & San Rafael Street
9) San Antonio Avenue & Barfield ES (midblock)
10) San Bernardino Avenue & Montvue ES
(midblock)
11) Washington Avenue & Lincoln Avenue
12) San Antonio Avenue & Kingsley Avenue
13) Caswell Avenue & Lincoln Avenue
14) White Avenue & Grand Avenue
15) Huntington Street & Grand Avenue
16) Main Street & Phillips Boulevard
17) Bolivar Street & Franklin Avenue
18) San Antonio Avenue & 9th Street
19) Towne Avenue & Alcott Avenue
20) Mango Way & Franklin Avenue
21) San Antonio Avenue & Franklin Avenue
22) Philadelphia Street & Philadelphia ES
(midblock)
23) Palomares Street & Cynthia Street
24) Sharon Drive & La Verne Avenue
25) Leslie Court & Russell Place
The adult crossing guard options for (1) uncontrolled intersections, (2) stop-controlled intersections, and (3) signalized intersections are not considered as part of the analysis. In addition, the option guidelines require analyzing the existing traffic volumes. Those guidelines are optional and, therefore, not included in the analysis as it may eliminate more crossing guard locations.
The analysis spreadsheet for the adult crossing guard warrant is provided in Appendix B.
CITY OF POMONA | CROSSING GUARD STUDY 9
Figure 3: Location Satisfies the Warrant
CITY OF POMONA | CROSSING GUARD STUDY 10
4.0 PRIORITIZATION
Three alternative scenarios are analyzed for comprehensive analysis in identifying the adult crossing guard locations. Alternative 1 focuses on pedestrians only with criteria prioritizing the locations. Alternative 2 focuses on pedestrians at all locations and ranks by total pedestrians. Alternative 3 focuses on prioritizing the location by control type.
The following section contains three alternatives for analyzing and prioritizing the crossing guard locations.
4.1 Alternative 1 – Pedestrian Crossing
Alternative 1 includes intersections with at least 40 school-age pedestrians crossing for two hours. Of the 54 intersections, 25 had a pedestrian crossing that met the pedestrian volume. A scoring methodology was developed to prioritize the 25 intersections. Table 4.1 summarizes the scoring criteria for ranking the intersection. These criteria include traffic volumes, school-age pedestrians, and control type (1 is the lowest, and 5 is the highest). Based on the scoring total, the intersections will then be prioritized using the point breakdown shown in Table 4.2. This is a two- step process for prioritizing the Alternative 1 Pedestrian Crossing. Based on the ranking , each location is listed from highest to lowest score and is prioritized based on the point breakdown of Table 4.2. A summary of the pedestrian prioritization results is shown in Table 4.3.
Table 4.1: Alternative 1 Scoring Criteria
Scoring
Criteria
Alternative 1:
Scoring Breakdown
Traffic
Volumes
5 ≥1001
4 751-1000
3 501-750
2 251-500
1 ≤250
School Age
Pedestrians
5 ≥101
4 76-100
3 51-75
2 26-50
1 ≤25
Control
Type
3 Uncontrolled Intersection
2 Stop Controlled Intersection
1 Signalized
Table 4.2 Alternative 1 Priority Ranking
Point
Breakdown
Alternative 1: Priority
Ranking
11-13 Priority 1
8-10 Priority 2
≥7 Priority 3
CITY OF POMONA | CROSSING GUARD STUDY 11
Table 4.3: Alternative 1 PedestrianPrioritization
ID Intersection
Intersection
Control Type
Peak Hour
Intersection
Volumes
Highest
School Age
Pedestrians
per Crossing
Scoring (max = 13)
Control
Type
(1-3)
Peak
Hour
Volumes
(1-5)
School Age
Pedestrians
(1-5)
Final
Score
Priority
Ranking
40 Towne & Alcott Signalized 1407 135 1 5 5 11 Priority 1 42 San Antonio & Franklin Stop-controlled 770 135 2 4 5 11 Priority 1 3 Glen & Arroyo Stop-controlled 532 131 2 3 5 10 Priority 2 32 White & Grand Signalized 1677 87 1 5 4 10 Priority 2 10 Village Loop & Viewpoint Stop-controlled 492 159 2 2 5 9 Priority 2 41 Mango & Franklin Uncontrolled 435 98 3 2 4 9 Priority 2 43 Philadelphia ES & Philadelphia Signalized 831 83 1 4 4 9 Priority 2 24 Washington & Lincoln Stop-controlled 534 82 2 3 4 9 Priority 2 25 San Antonio & Kingsley Signalized 1447 69 1 5 3 9 Priority 2 48 Sharon & La Verne Uncontrolled 640 65 3 3 3 9 Priority 2 16 Park & Lexington¹ Signalized 1253 61 1 5 3 9 Priority 2 35 Main & Phillips Uncontrolled 561 56 3 3 3 9 Priority 2 5 Dudley & Elwood Signalized 1120 56 1 5 3 9 Priority 2 37 Bolivar & Franklin Stop-controlled 334 94 2 2 4 8 Priority 2 23 Montvue ES & San Bernardino Signalized 791 70 1 4 3 8 Priority 2 38 San Antonio & 9th Stop-controlled 717 68 2 3 3 8 Priority 2 20 San Antonio & Barfield ES Uncontrolled 711 50 3 3 2 8 Priority 2 7 Storrs & Grier Uncontrolled 161 69 3 1 3 7 Priority 3 52 Leslie & Russell Uncontrolled 179 57 3 1 3 7 Priority 3 44 Palomares & Cynthia Uncontrolled 201 54 3 1 3 7 Priority 3 11 Sumner & Harrison Stop-controlled 282 51 2 2 3 7 Priority 3 19 Cadillac & San Rafael Stop-controlled 248 74 2 1 3 6 Priority 3 1 Saed & Arroyo Uncontrolled 414 49 3 2 2 7 Priority 3
33 Huntington & Grand Stop-controlled 309 48 2 2 2 6 Priority 3 27 Caswell & Lincoln Stop-controlled 442 46 2 2 2 6 Priority 3 Note: The ID numbers match with the ID in Appendix B.
CITY OF POMONA | CROSSING GUARD STUDY 12
4.2 Alternative 2 – All Pedestrian Volumes
Alternative 2 includes all 54 intersections, regardless of the number of pedestrians per crossing. This alternative provides a comprehensive analysis and ranks the total morning and afternoon school-age pedestrian volumes.
Priority 1 is the highest-ranking, with at least 121 school-age pedestrians, whereas Priority 4 has less than 40 pedestrians. Table 4.4 shows the breakdown of the priority ranking. A summary of the results is in Table 4.5.
Table 4.4: Alternative 2 Priority Ranking
Pedestrians
Alternative 2: Ranking
by Pedestrian Volumes
≥121 Priority 1
81-120 Priority 2
41-80 Priority 3
≤40 Priority 4
Table 4.5 Prioritization by Pedestrian Volume
ID Intersection
Intersection
Control Type
Total School
Age
Pedestrians
Priority
Ranking
3 Glen & Arroyo Stop-controlled 326 Priority 1
32 White & Grand Signalized 229 Priority 1
25 San Antonio & Kingsley Signalized 181 Priority 1
10 Village Loop & Viewpoint Stop-controlled 178 Priority 1 24 Washington & Lincoln Stop-controlled 160 Priority 1
42 San Antonio & Franklin Stop-controlled 148 Priority 1 40 Towne & Alcott Signalized 135 Priority 1
38 San Antonio & 9th Stop-controlled 123 Priority 1
37 Bolivar & Franklin Stop-controlled 121 Priority 1
16 Park & Lexington¹ Signalized 117 Priority 2
7 Storrs & Grier Uncontrolled 109 Priority 2
35 Main & Phillips Uncontrolled 109 Priority 2
5 Dudley & Elwood Signalized 102 Priority 2
19 Cadillac & San Rafael Stop-controlled 101 Priority 2 41 Mango & Franklin Uncontrolled 98 Priority 2
34 Park & Phillips Signalized 88 Priority 2
43 Philadelphia ES & Philadelphia Signalized 83 Priority 2 4 Dudley & Arroyo Uncontrolled 83 Priority 2
48 Sharon & La Verne Uncontrolled 75 Priority 3
11 Sumner & Harrison Stop-controlled 71 Priority 3
27 Caswell & Lincoln Stop-controlled 71 Priority 3
23 Montvue ES & San Bernardino Signalized 70 Priority 3 1 Saed & Arroyo Uncontrolled 66 Priority 3
CITY OF POMONA | CROSSING GUARD STUDY 13
ID Intersection
Intersection
Control Type
Total School
Age
Pedestrians
Priority
Ranking
44 Palomares & Cynthia Uncontrolled 65 Priority 3
52 Leslie & Russell Uncontrolled 57 Priority 3
20 San Antonio & Barfield ES Uncontrolled 50 Priority 3 33 Huntington & Grand Stop-controlled 48 Priority 3
36 Park & Franklin Signalized 45 Priority 3
51 Village Loop & Old Pomona Stop-controlled 43 Priority 3 12 Vamana & Harrison Stop-controlled 42 Priority 3
17 Huntington & Texas Stop-controlled 37 Priority 4
18 Cadillac & San Felipe Uncontrolled 33 Priority 4
26 Madeleine & Kingsley Uncontrolled 32 Priority 4
39 Towne & 9th Signalized 31 Priority 4
50 Palomares & Olive Stop-controlled 28 Priority 4
22 Palmgrove & Russell Stop-controlled 27 Priority 4
2 Fairplex & Arroyo Signalized 26 Priority 4
6 Goldenrod & 9th Stop-controlled 25 Priority 4
30 Gordon & Lincoln ES Signalized 21 Priority 4
13 Orange Grove & Deborah Uncontrolled 21 Priority 4
53 Gordon & Alvarado Stop-controlled 18 Priority 4
54 Butterfield & Smith Stop-controlled 17 Priority 4
47 White & 9th Signalized 17 Priority 4
31 Hamilton & 8th Uncontrolled 15 Priority 4
28 Towne & Lincoln Signalized 14 Priority 4
45 Towne & Bonita Signalized 12 Priority 4
9 Trabuco & Santa Clara¹ Signalized 9 Priority 4
15 Medina & Santez Uncontrolled 7 Priority 4
46 Towne & Harrison Signalized 6 Priority 4
8 Storrs & 9th Stop-controlled 4 Priority 4
49 La Luna & La Verne Uncontrolled 4 Priority 4
29 Garey & Jefferson Signalized 2 Priority 4
21 Washington & San Bernardino Uncontrolled 1 Priority 4 14 Omar & Valley Signalized 0 Priority 4
Note: The ID numbers match with the ID in Appendix B.
CITY OF POMONA | CROSSING GUARD STUDY 14
4.3 Alternative 3 – Control Type
Alternative 3 includes all 54 intersections and the priority ranks by control type. The highest ranking, as shown in Table 4.5, are uncontrolled intersections. Uncontrolled intersections are listed as Priority 1 to consider for adult crossing guards. It could be most dangerous as those intersections may not provide enhanced safety needs for pedestrians. Stop-controlled intersections have some form of control and, therefore, are listed as Priority 2. There are stop signs; however, no designated time or sign for pedestrians to cross. Signalized intersections are the lowest priority ranking, Priority 3, because the traffic signal provides pedestrians the right of way with the pedestrian signal designating “walk” time for pedestrians. Table 4.6 summarizes the prioritization of all locations by control type.
Table 4.5: Alternative 3 Priority Ranking
Control
Type
Alternative 3:
Ranking by
Control Type
Uncontrolled Intersection Priority 1
Stop Controlled Intersection Priority 2
Signalized Intersection Priority 3
Table 4.6:Prioritization by Control Type
ID Intersection
Intersection
Control Type
Control Type
Ranking
41 Mango & Franklin Uncontrolled Priority 1
7 Storrs & Grier Uncontrolled Priority 1
48 Sharon & La Verne Uncontrolled Priority 1
52 Leslie & Russell Uncontrolled Priority 1
35 Main & Phillips Uncontrolled Priority 1
44 Palomares & Cynthia Uncontrolled Priority 1
20 San Antonio & Barfield ES Uncontrolled Priority 1
1 Saed & Arroyo Uncontrolled Priority 1
26 Madeleine & Kingsley Uncontrolled Priority 1
4 Dudley & Arroyo Uncontrolled Priority 1
13 Orange Grove & Deborah Uncontrolled Priority 1
18 Cadillac & San Felipe Uncontrolled Priority 1
31 Hamilton & 8th Uncontrolled Priority 1
15 Medina & Santez Uncontrolled Priority 1
49 La Luna & La Verne Uncontrolled Priority 1
21 Washington & San Bernardino Uncontrolled Priority 1
10 Village Loop & Viewpoint Stop-controlled Priority 2
42 San Antonio & Franklin Stop-controlled Priority 2
3 Glen & Arroyo Stop-controlled Priority 2
37 Bolivar & Franklin Stop-controlled Priority 2
24 Washington & Lincoln Stop-controlled Priority 2
19 Cadillac & San Rafael Stop-controlled Priority 2
CITY OF POMONA | CROSSING GUARD STUDY 15
ID Intersection
Intersection
Control Type
Control Type
Ranking
38 San Antonio & 9th Stop-controlled Priority 2
11 Sumner & Harrison Stop-controlled Priority 2
33 Huntington & Grand Stop-controlled Priority 2
27 Caswell & Lincoln Stop-controlled Priority 2
17 Huntington & Texas Stop-controlled Priority 2
12 Vamana & Harrison Stop-controlled Priority 2
50 Palomares & Olive Stop-controlled Priority 2
6 Goldenrod & 9th Stop-controlled Priority 2
51 Village Loop & Old Pomona Stop-controlled Priority 2 22 Palmgrove & Russell Stop-controlled Priority 2
53 Gordon & Alvarado Stop-controlled Priority 2
54 Butterfield & Smith Stop-controlled Priority 2
8 Storrs & 9th Stop-controlled Priority 2
40 Towne & Alcott Signalized Priority 3
32 White & Grand Signalized Priority 3
43 Philadelphia ES & Philadelphia Signalized Priority 3 23 Montvue ES & San Bernardino Signalized Priority 3
25 San Antonio & Kingsley Signalized Priority 3
16 Park & Lexington¹ Signalized Priority 3
5 Dudley & Elwood Signalized Priority 3
34 Park & Phillips Signalized Priority 3
30 Gordon & Lincoln ES Signalized Priority 3
39 Towne & 9th Signalized Priority 3
36 Park & Franklin Signalized Priority 3
2 Fairplex & Arroyo Signalized Priority 3
28 Towne & Lincoln Signalized Priority 3
47 White & 9th Signalized Priority 3
45 Towne & Bonita Signalized Priority 3
9 Trabuco & Santa Clara¹ Signalized Priority 3
46 Towne & Harrison Signalized Priority 3
29 Garey & Jefferson Signalized Priority 3
14 Omar & Valley Signalized Priority 3
Note: The ID numbers match with the ID in Appendix B.
CITY OF POMONA | CROSSING GUARD STUDY APPENDIX
APPENDIX A
EXISTING TRAFFIC COUNTS
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 X X X 0 1 0 0 1 0 0 0 0 0
7:25 AM 2 2 7 0 0 0 18 37 2 1 12 21 102 0 0 0 0 0 7:40 AM 2 6 10 0 0 0 22 53 13 7 37 40 190 0 0 0 2 2 7:55 AM 0 5 1 0 0 0 8 26 4 5 29 8 86 0 0 0 0 0 8:10 AM 2 0 3 0 0 0 5 10 1 2 13 0 36 1 0 0 1 2 VOLUMES 6 13 21 0 0 0 53 126 20 15 91 69 414 1 0 0 3 4 APPROACH % 15% 33% 53% 0% 0% 0% 27% 63% 10% 9% 52% 39%
APP/DEPART 40 / 135 0 / 33 199 / 150 175 / 96 0
BEGIN PEAK HR
VOLUMES 6 13 21 0 0 0 53 126 20 15 91 69 414 APPROACH % 15% 33% 53% 0% 0% 0% 27% 63% 10% 9% 52% 39%
PEAK HR FACTOR 0.556 0.000 0.565 0.521 0.545
APP/DEPART 40 / 135 0 / 33 199 / 150 175 / 96 0 01:10 PM 0 0 4 0 0 0 0 22 3 0 7 0 36 0 0 0 0 0 1:25 PM 0 0 6 0 0 0 0 18 1 8 26 2 61 0 0 0 2 2 1:40 PM 2 0 4 0 0 0 1 12 1 2 10 2 34 0 0 0 0 0 1:55 PM 3 0 1 0 0 0 2 9 0 6 15 3 39 0 0 0 0 0 VOLUMES 5 0 15 0 0 0 3 61 5 16 58 7 170 0 0 0 2 2 APPROACH % 25% 0% 75% 0% 0% 0% 4% 88% 7% 20% 72% 9%
APP/DEPART 20 / 10 0 / 19 69 / 78 81 / 63 0
BEGIN PEAK HR
VOLUMES 5 0 15 0 0 0 3 61 5 16 58 7 170 APPROACH % 25% 0% 75% 0% 0% 0% 4% 88% 7% 20% 72% 9%
PEAK HR FACTOR 0.833 0.000 0.690 0.563 0.697
APP/DEPART 20 / 10 0 / 19 69 / 78 81 / 63 0 Saed
NORTH SIDE
Arroyo WEST SIDE EAST SIDE Arroyo
SOUTH SIDE
Saed
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 7 4 14 0 25 1 0 0 0 1 0 1 1 0 2 6 3 13 0 22 7:40 AM 6 9 28 2 45 2 0 2 0 4 0 0 0 0 0 4 9 26 2 41 7:55 AM 2 2 1 0 5 2 1 1 0 4 0 0 0 0 0 0 1 0 0 1 8:10 AM 3 0 0 0 3 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 18 15 43 2 78 8 1 3 0 12 0 1 1 0 2 10 13 39 2 64 1:10 PM 2 0 2 0 4 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 1:25 PM 2 9 9 0 20 1 4 3 0 8 0 1 1 0 2 1 4 5 0 10 1:40 PM 2 1 4 0 7 1 1 1 0 3 1 0 0 0 1 0 0 3 0 3 1:55 PM 1 2 1 1 5 1 0 0 1 2 0 2 1 0 3 0 0 0 0 0 TOTAL 7 12 16 1 36 4 5 5 1 15 2 3 3 0 8 1 4 8 0 13
U-TURNS
Saed Saed Arroyo Arroyo
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Saed
Arroyo
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 0 1 2 X X X X 0 X 0 0 0 0 0
7:25 AM 0 125 23 20 96 0 0 0 0 9 0 16 289 0 0 0 0 0 7:40 AM 0 159 34 33 163 0 0 0 0 32 0 57 478 0 0 0 0 0 7:55 AM 0 113 14 24 172 0 0 0 0 27 0 25 375 0 0 0 0 0 8:10 AM 0 106 7 8 115 0 0 0 0 3 0 15 254 0 1 0 0 1 VOLUMES 0 503 78 85 546 0 0 0 0 71 0 113 1,396 0 1 0 0 1 APPROACH % 0% 87% 13% 13% 87% 0% 0% 0% 0% 39% 0% 61%
APP/DEPART 581 / 617 631 / 617 0 / 162 184 / 0 0
BEGIN PEAK HR
VOLUMES 0 503 78 85 546 0 0 0 0 71 0 113 1,396 APPROACH % 0% 87% 13% 13% 87% 0% 0% 0% 0% 39% 0% 61%
PEAK HR FACTOR 0.753 0.805 0.000 0.517 0.730
APP/DEPART 581 / 617 631 / 617 0 / 162 184 / 0 0 01:10 PM 0 133 11 10 119 0 0 0 0 3 0 4 280 0 0 0 0 0 1:25 PM 0 128 10 14 111 0 0 0 0 12 0 9 284 0 0 0 0 0 1:40 PM 0 122 8 7 129 0 0 0 0 4 0 5 275 0 0 0 0 0 1:55 PM 0 119 13 15 113 0 0 0 0 4 0 5 269 0 1 0 0 1 VOLUMES 0 502 42 46 472 0 0 0 0 23 0 23 1,108 0 1 0 0 1 APPROACH % 0% 92% 8% 9% 91% 0% 0% 0% 0% 50% 0% 50%
APP/DEPART 544 / 526 518 / 495 0 / 87 46 / 0 0
BEGIN PEAK HR
VOLUMES 0 502 42 46 472 0 0 0 0 23 0 23 1,108 APPROACH % 0% 92% 8% 9% 91% 0% 0% 0% 0% 50% 0% 50%
PEAK HR FACTOR 0.944 0.952 0.000 0.548 0.975
APP/DEPART 544 / 526 518 / 495 0 / 87 46 / 0 0 Fairplex
NORTH SIDE
Arroyo WEST SIDE EAST SIDE Arroyo
SOUTH SIDE
Fairplex
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 5 0 7 1 13 0 0 1 0 1 0 0 0 1 1 5 0 6 0 11 7:40 AM 10 0 10 0 20 4 0 4 0 8 0 0 1 0 1 6 0 5 0 11 7:55 AM 0 0 3 0 3 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 8:10 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 15 1 20 1 37 4 1 6 0 11 0 0 2 1 3 11 0 12 0 23 1:10 PM 5 0 3 0 8 4 0 3 0 7 1 0 0 0 1 0 0 0 0 0 1:25 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:40 PM 4 0 2 1 7 1 0 2 0 3 0 0 0 1 1 3 0 0 0 3 1:55 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 10 0 6 1 17 6 0 6 0 12 1 0 0 1 2 3 0 0 0 3
U-TURNS
Fairplex Fairplex Arroyo Arroyo
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Fairplex
Arroyo
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 15 7 4 4 14 5 8 15 15 7 14 2 110 0 0 0 1 1 7:40 AM 50 11 5 3 22 7 11 27 22 15 31 14 218 0 0 0 0 0 7:55 AM 13 7 12 2 16 7 5 14 18 25 24 12 155 0 0 0 0 0 8:10 AM 1 3 1 5 4 3 3 7 4 4 11 3 49 0 0 0 0 0 VOLUMES 79 28 22 14 56 22 27 63 59 51 80 31 532 0 0 0 1 1 APPROACH % 61% 22% 17% 15% 61% 24% 18% 42% 40% 31% 49% 19% APP/DEPART 129 / 86 92 / 165 149 / 100 162 / 181 0
BEGIN PEAK HR
VOLUMES 79 28 22 14 56 22 27 63 59 51 80 31 532 APPROACH % 61% 22% 17% 15% 61% 24% 18% 42% 40% 31% 49% 19% PEAK HR FACTOR 0.489 0.719 0.621 0.664 0.610
APP/DEPART 129 / 86 92 / 165 149 / 100 162 / 181 0 01:10 PM 0 8 8 2 5 1 4 9 4 4 10 12 67 0 0 0 0 0 1:25 PM 6 12 9 5 23 6 11 14 7 18 20 12 143 0 0 0 0 0 1:40 PM 6 5 4 2 13 1 4 8 7 8 8 8 74 1 0 0 0 1 1:55 PM 18 6 2 1 4 2 1 6 3 4 8 0 55 0 0 0 1 1 VOLUMES 30 31 23 10 45 10 20 37 21 34 46 32 339 1 0 0 1 2 APPROACH % 36% 37% 27% 15% 69% 15% 26% 47% 27% 30% 41% 29% APP/DEPART 84 / 83 65 / 100 78 / 71 112 / 85 0
BEGIN PEAK HR
VOLUMES 30 31 23 10 45 10 20 37 21 34 46 32 339 APPROACH % 36% 37% 27% 15% 69% 15% 26% 47% 27% 30% 41% 29% PEAK HR FACTOR 0.778 0.478 0.609 0.560 0.593
APP/DEPART 84 / 83 65 / 100 78 / 71 112 / 85 0 Glen
NORTH SIDE
Arroyo WEST SIDE EAST SIDE Arroyo
SOUTH SIDE
Glen
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 19 0 15 12 46 5 0 5 2 12 0 0 0 0 0 14 0 10 10 34 7:40 AM 35 13 31 11 90 5 4 12 1 22 1 0 0 0 1 29 9 19 10 67 7:55 AM 39 9 36 21 105 15 6 24 8 53 0 0 0 0 0 24 3 12 13 52 8:10 AM 0 0 3 1 4 0 0 2 0 2 0 0 0 0 0 0 0 1 1 2 TOTAL 93 22 85 45 245 25 10 43 11 89 1 0 0 0 1 67 12 42 34 155 1:10 PM 13 8 17 2 40 8 7 15 1 31 0 0 0 1 1 5 1 2 0 8 1:25 PM 79 30 73 35 217 29 16 30 16 91 0 0 0 0 0 50 14 43 19 126 1:40 PM 8 4 18 12 42 1 2 9 0 12 0 0 0 0 0 7 2 9 12 30 1:55 PM 2 0 4 6 12 0 0 3 2 5 0 0 0 0 0 2 0 1 4 7 TOTAL 102 42 112 55 311 38 25 57 19 139 0 0 0 1 1 64 17 55 35 171
U-TURNS
Glen Glen Arroyo Arroyo
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Glen
Arroyo
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 18 61 0 3 50 10 9 4 13 2 11 10 191 0 1 0 0 1 7:40 AM 35 96 0 7 83 26 11 8 14 3 7 11 301 0 0 0 0 0 7:55 AM 23 75 0 6 94 19 11 3 21 0 1 8 261 0 0 0 0 0 8:10 AM 5 35 2 7 57 3 8 4 9 1 2 4 137 0 0 0 0 0 VOLUMES 81 267 2 23 284 58 39 19 57 6 21 33 890 0 1 0 0 1 APPROACH % 23% 76% 1% 6% 78% 16% 34% 17% 50% 10% 35% 55% APP/DEPART 350 / 340 365 / 347 115 / 43 60 / 160 0
BEGIN PEAK HR
VOLUMES 81 267 2 23 284 58 39 19 57 6 21 33 890 APPROACH % 23% 76% 1% 6% 78% 16% 34% 17% 50% 10% 35% 55% PEAK HR FACTOR 0.668 0.767 0.821 0.652 0.739
APP/DEPART 350 / 340 365 / 347 115 / 43 60 / 160 0 01:10 PM 22 67 5 3 45 15 3 1 4 2 3 5 175 0 0 0 0 0 1:25 PM 14 72 2 8 130 18 10 5 27 1 4 5 296 0 0 0 0 0 1:40 PM 8 72 6 1 55 7 10 3 14 0 2 3 181 0 0 0 0 0 1:55 PM 7 41 3 9 55 7 9 2 5 1 3 4 146 0 0 0 0 0 VOLUMES 51 252 16 21 285 47 32 11 50 4 12 17 798 0 0 0 0 0 APPROACH % 16% 79% 5% 6% 81% 13% 34% 12% 54% 12% 36% 52% APP/DEPART 319 / 301 353 / 339 93 / 48 33 / 110 0
BEGIN PEAK HR
VOLUMES 51 252 16 21 285 47 32 11 50 4 12 17 798 APPROACH % 16% 79% 5% 6% 81% 13% 34% 12% 54% 12% 36% 52% PEAK HR FACTOR 0.848 0.566 0.554 0.825 0.674
APP/DEPART 319 / 301 353 / 339 93 / 48 33 / 110 0 Dudley
NORTH SIDE
Arroyo WEST SIDE EAST SIDE Arroyo
SOUTH SIDE
Dudley
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 9 4 6 2 21 2 1 1 0 4 0 0 0 0 0 7 3 5 2 17 7:40 AM 5 2 7 5 19 1 0 2 0 3 2 0 0 0 2 2 2 5 5 14 7:55 AM 7 1 1 1 10 3 1 1 1 6 0 0 0 0 0 4 0 0 0 4 8:10 AM 2 4 1 4 11 0 2 0 3 5 0 1 0 0 1 2 1 1 1 5 TOTAL 23 11 15 12 61 6 4 4 4 18 2 1 0 0 3 15 6 11 8 40 1:10 PM 3 4 11 4 22 2 3 5 3 13 0 0 2 0 2 1 1 4 1 7 1:25 PM 11 7 18 13 49 5 3 6 5 19 0 0 0 0 0 6 4 12 8 30 1:40 PM 2 4 1 0 7 1 2 1 0 4 0 0 0 0 0 1 2 0 0 3 1:55 PM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 TOTAL 16 15 32 18 81 8 8 12 8 36 0 0 2 0 2 8 7 18 10 43
U-TURNS
Dudley Dudley Arroyo Arroyo
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Dudley
Arroyo
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 5
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 0 0 1 0 X X X 0 0 0 0
7:25 AM 13 56 39 16 59 14 10 7 5 0 0 0 219 0 0 0 0 0 7:40 AM 30 76 56 32 91 21 10 26 34 0 0 0 376 0 0 0 0 0 7:55 AM 17 83 50 26 111 16 14 15 23 0 0 0 355 0 0 0 0 0 8:10 AM 5 56 7 2 67 14 9 1 9 0 0 0 170 0 0 0 0 0 VOLUMES 65 271 152 76 328 65 43 49 71 0 0 0 1,120 0 0 0 0 0 APPROACH % 13% 56% 31% 16% 70% 14% 26% 30% 44% 0% 0% 0% APP/DEPART 488 / 314 469 / 399 163 / 277 0 / 130 0
BEGIN PEAK HR
VOLUMES 65 271 152 76 328 65 43 49 71 0 0 0 1,120 APPROACH % 13% 56% 31% 16% 70% 14% 26% 30% 44% 0% 0% 0% PEAK HR FACTOR 0.753 0.766 0.582 0.000 0.745
APP/DEPART 488 / 314 469 / 399 163 / 277 0 / 130 0 01:10 PM 4 57 10 8 71 7 14 1 11 0 0 0 183 0 0 0 0 0 1:25 PM 19 71 30 21 146 20 12 11 14 0 0 0 344 0 0 0 0 0 1:40 PM 8 83 11 9 79 8 9 4 7 0 0 0 218 0 0 0 0 0 1:55 PM 7 60 7 0 77 8 11 0 4 0 0 0 174 0 0 0 0 0 VOLUMES 38 271 58 38 373 43 46 16 36 0 0 0 919 0 0 0 0 0 APPROACH % 10% 74% 16% 8% 82% 9% 47% 16% 37% 0% 0% 0%
APP/DEPART 367 / 317 454 / 409 98 / 112 0 / 81 0
BEGIN PEAK HR
VOLUMES 38 271 58 38 373 43 46 16 36 0 0 0 919 APPROACH % 10% 74% 16% 8% 82% 9% 47% 16% 37% 0% 0% 0%
PEAK HR FACTOR 0.765 0.607 0.662 0.000 0.668
APP/DEPART 367 / 317 454 / 409 98 / 112 0 / 81 0 Dudley
NORTH SIDE
Elwood WEST SIDE EAST SIDE Elwood
SOUTH SIDE
Dudley
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 5 6 0 14 1 1 2 0 4 0 0 0 0 0 2 4 4 0 10 7:40 AM 1 8 4 2 15 1 2 2 1 6 0 0 0 0 0 0 6 2 1 9 7:55 AM 4 4 6 0 14 4 1 1 0 6 0 0 0 0 0 0 3 5 0 8 8:10 AM 1 1 1 0 3 0 1 0 0 1 1 0 1 0 2 0 0 0 0 0 TOTAL 9 18 17 2 46 6 5 5 1 17 1 0 1 0 2 2 13 11 1 27 1:10 PM 0 11 2 0 13 0 5 0 0 5 0 0 1 0 1 0 6 1 0 7 1:25 PM 2 50 30 6 88 0 13 10 1 24 0 0 0 0 0 2 37 20 5 64 1:40 PM 0 1 5 0 6 0 1 1 0 2 0 0 0 0 0 0 0 4 0 4 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 2 62 37 6 107 0 19 11 1 31 0 0 1 0 1 2 43 25 5 75 Queue EB AM/PM
U-TURNS
Dudley Dudley Elwood Elwood
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Dudley
Elwood
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 6
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 0 0 0 11 0 2 2 21 0 0 8 7 51 0 0 0 0 0 7:40 AM 1 0 0 24 0 0 1 40 0 0 18 12 96 0 0 0 0 0 7:55 AM 0 0 0 24 0 0 2 47 2 0 15 21 111 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 1 5 1 0 5 4 16 0 0 0 0 0 VOLUMES 1 0 0 59 0 2 6 113 3 0 46 44 274 0 0 0 0 0 APPROACH % 100% 0% 0% 97% 0% 3% 5% 93% 2% 0% 51% 49%
APP/DEPART 1 / 50 61 / 3 122 / 172 90 / 49 0
BEGIN PEAK HR
VOLUMES 1 0 0 59 0 2 6 113 3 0 46 44 274 APPROACH % 100% 0% 0% 97% 0% 3% 5% 93% 2% 0% 51% 49%
PEAK HR FACTOR 0.250 0.635 0.598 0.625 0.617
APP/DEPART 1 / 50 61 / 3 122 / 172 90 / 49 0 01:10 PM 2 1 1 17 0 0 1 24 0 1 2 6 55 0 0 0 0 0 1:25 PM 5 0 1 7 0 1 4 25 0 1 25 18 87 0 1 0 0 1 1:40 PM 4 1 0 3 0 1 3 8 0 0 14 4 38 0 0 0 0 0 1:55 PM 1 1 0 2 0 1 0 3 1 0 2 3 14 0 0 0 0 0 VOLUMES 12 3 2 29 0 3 8 60 1 2 43 31 194 0 1 0 0 1 APPROACH % 71% 18% 12% 91% 0% 9% 12% 87% 1% 3% 57% 41%
APP/DEPART 17 / 43 32 / 3 69 / 90 76 / 58 0
BEGIN PEAK HR
VOLUMES 12 3 2 29 0 3 8 60 1 2 43 31 194 APPROACH % 71% 18% 12% 91% 0% 9% 12% 87% 1% 3% 57% 41%
PEAK HR FACTOR 0.708 0.471 0.595 0.432 0.557
APP/DEPART 17 / 43 32 / 3 69 / 90 76 / 58 0 Goldenrod
NORTH SIDE
9th WEST SIDE EAST SIDE 9th
SOUTH SIDE
Goldenrod
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 4 2 0 6 0 1 0 0 1 0 1 1 0 2 0 2 1 0 3 7:40 AM 1 1 6 0 8 1 1 0 0 2 0 0 0 0 0 0 0 6 0 6 7:55 AM 0 7 6 0 13 0 5 4 0 9 0 0 0 0 0 0 2 2 0 4 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 12 14 0 27 1 7 4 0 12 0 1 1 0 2 0 4 9 0 13 1:10 PM 0 8 2 1 11 0 6 2 1 9 0 0 0 0 0 0 2 0 0 2 1:25 PM 4 28 23 0 55 1 13 10 0 24 0 0 0 0 0 3 15 13 0 31 1:40 PM 1 4 0 1 6 0 2 0 1 3 1 0 0 0 1 0 2 0 0 2 1:55 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 5 41 25 2 73 1 22 12 2 37 1 0 0 0 1 3 19 13 0 35
U-TURNS
Goldenrod Goldenrod 9th 9th
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Goldenrod
9th
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 7
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 0 0 1 X X X X 0 X 0 0 0 0 0
7:25 AM 0 3 0 0 10 0 0 0 0 0 0 2 15 0 0 0 0 0 7:40 AM 0 15 2 3 32 0 0 0 0 2 0 1 55 3 1 0 0 4 7:55 AM 0 8 1 2 51 0 0 0 0 1 0 2 65 0 5 0 0 5 8:10 AM 0 5 0 0 7 0 0 0 0 2 0 1 15 0 2 0 0 2 VOLUMES 0 31 3 5 100 0 0 0 0 5 0 6 161 3 8 0 0 11 APPROACH % 0% 84% 8% 4% 88% 0% 0% 0% 0% 45% 0% 55%
APP/DEPART 37 / 45 113 / 108 0 / 8 11 / 0 0
BEGIN PEAK HR
VOLUMES 0 31 3 5 100 0 0 0 0 5 0 6 161 APPROACH % 0% 84% 8% 4% 88% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.463 0.487 0.000 0.917 0.575
APP/DEPART 37 / 45 113 / 108 0 / 8 11 / 0 0 01:10 PM 0 3 3 5 10 0 0 0 0 1 0 2 24 0 1 0 0 1 1:25 PM 0 14 0 6 33 0 0 0 0 0 0 7 60 0 6 0 0 6 1:40 PM 0 7 1 1 4 0 0 0 0 0 0 4 17 0 1 0 0 1 1:55 PM 0 0 0 2 3 0 0 0 0 0 0 1 6 1 0 0 0 1 VOLUMES 0 24 4 14 50 0 0 0 0 1 0 14 116 1 8 0 0 9 APPROACH % 0% 83% 14% 19% 69% 0% 0% 0% 0% 7% 0% 93%
APP/DEPART 29 / 46 72 / 52 0 / 18 15 / 0 0
BEGIN PEAK HR
VOLUMES 0 24 4 14 50 0 0 0 0 1 0 14 116 APPROACH % 0% 83% 14% 19% 69% 0% 0% 0% 0% 7% 0% 93%
PEAK HR FACTOR 0.518 0.400 0.000 0.536 0.439
APP/DEPART 29 / 46 72 / 52 0 / 18 15 / 0 0 Storrs
NORTH SIDE
Grier WEST SIDE EAST SIDE Grier
SOUTH SIDE
Storrs
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 7:40 AM 7 2 0 15 24 4 1 0 7 12 0 0 0 0 0 3 1 0 8 12 7:55 AM 17 0 0 19 36 8 0 0 7 15 0 0 0 0 0 9 0 0 12 21 8:10 AM 3 0 0 14 17 2 0 0 8 10 0 0 0 0 0 1 0 0 6 7 TOTAL 30 2 0 48 80 14 1 0 22 37 0 0 0 0 0 16 1 0 26 43 1:10 PM 2 1 0 4 7 1 1 0 3 5 0 0 0 0 0 1 0 0 1 2 1:25 PM 38 3 17 59 117 19 3 8 31 61 0 0 0 0 0 19 0 9 28 56 1:40 PM 5 0 4 7 16 4 0 3 3 10 0 0 0 0 0 1 0 1 4 6 1:55 PM 4 0 1 0 5 2 0 1 0 3 0 0 0 0 0 2 0 0 0 2 TOTAL 49 4 22 70 145 26 4 12 37 79 0 0 0 0 0 23 0 10 33 66
U-TURNS
Storrs Storrs Grier Grier
INTERSECTION TURNING MOVEMENT COUNTS
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Storrs
Grier
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 8
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 7 0 0 0 0 0 0 0 18 0 4 0 29 0 0 0 0 0 7:40 AM 14 0 0 0 0 0 0 1 44 2 1 0 62 0 0 11 0 11 7:55 AM 19 0 1 0 0 0 0 6 50 1 3 0 80 0 0 6 0 6 8:10 AM 4 0 0 0 0 0 0 1 0 0 0 0 5 0 0 3 0 3 VOLUMES 44 0 1 0 0 0 0 8 112 3 8 0 196 0 0 20 0 20 APPROACH % 98% 0% 2% 0% 0% 0% 0% 6% 80% 27% 73% 0%
APP/DEPART 45 / 0 0 / 115 140 / 9 11 / 72 0
BEGIN PEAK HR
VOLUMES 44 0 1 0 0 0 0 8 112 3 8 0 196 APPROACH % 98% 0% 2% 0% 0% 0% 0% 6% 80% 27% 73% 0%
PEAK HR FACTOR 0.563 0.000 0.565 0.688 0.570
APP/DEPART 45 / 0 0 / 115 140 / 9 11 / 72 0 01:10 PM 5 0 1 0 0 0 0 2 26 0 0 0 34 0 0 1 0 1 1:25 PM 31 0 3 0 0 0 0 0 36 0 4 0 74 0 0 5 0 5 1:40 PM 5 0 1 0 0 0 0 3 4 0 1 0 14 0 0 1 0 1 1:55 PM 1 0 0 0 0 0 0 1 4 1 2 0 9 0 0 1 0 1 VOLUMES 42 0 5 0 0 0 0 6 70 1 7 0 139 0 0 8 0 8 APPROACH % 89% 0% 11% 0% 0% 0% 0% 7% 83% 13% 88% 0%
APP/DEPART 47 / 0 0 / 71 84 / 11 8 / 57 0
BEGIN PEAK HR
VOLUMES 42 0 5 0 0 0 0 6 70 1 7 0 139 APPROACH % 89% 0% 11% 0% 0% 0% 0% 7% 83% 13% 88% 0%
PEAK HR FACTOR 0.346 0.000 0.512 0.500 0.440
APP/DEPART 47 / 0 0 / 71 84 / 11 8 / 57 0 Storrs
NORTH SIDE
9th WEST SIDE EAST SIDE 9th
SOUTH SIDE
Storrs
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:55 AM 0 11 0 0 11 0 6 0 0 6 0 0 0 0 0 0 5 0 0 5 8:10 AM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 TOTAL 0 12 0 1 13 0 7 0 1 8 0 0 0 0 0 0 5 0 0 5 1:10 PM 0 6 0 1 7 0 5 0 1 6 0 0 0 0 0 0 1 0 0 1 1:25 PM 0 6 0 6 12 0 3 0 2 5 0 0 0 0 0 0 3 0 4 7 1:40 PM 1 0 0 1 2 0 0 0 1 1 1 0 0 0 1 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 12 0 8 21 0 8 0 4 12 1 0 0 0 1 0 4 0 4 8
U-TURNS
Storrs Storrs 9th 9th
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Storrs
9th
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 9
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0
7:25 AM 31 0 20 0 0 1 0 76 32 33 180 0 373 0 0 0 0 0 7:40 AM 40 0 34 0 0 1 0 97 56 34 212 0 474 0 0 0 0 0 7:55 AM 39 0 42 1 0 1 0 101 32 33 164 1 414 0 0 0 0 0 8:10 AM 8 0 4 0 0 1 0 48 5 3 120 0 189 0 0 0 0 0 VOLUMES 118 0 100 1 0 4 0 322 125 103 676 1 1,450 0 0 0 0 0 APPROACH % 54% 0% 46% 20% 0% 80% 0% 72% 28% 13% 87% 0%
APP/DEPART 218 / 1 5 / 228 447 / 423 780 / 798 0
BEGIN PEAK HR
VOLUMES 118 0 100 1 0 4 0 322 125 103 676 1 1,450 APPROACH % 54% 0% 46% 20% 0% 80% 0% 72% 28% 13% 87% 0%
PEAK HR FACTOR 0.673 0.625 0.730 0.793 0.765
APP/DEPART 218 / 1 5 / 228 447 / 423 780 / 798 0 01:10 PM 5 0 4 0 0 0 0 76 22 18 66 0 191 0 0 0 0 0 1:25 PM 48 1 35 0 0 1 0 94 23 15 102 1 320 0 0 0 0 0 1:40 PM 24 0 16 0 0 1 0 78 13 5 80 0 217 0 0 0 0 0 1:55 PM 4 0 6 0 0 0 0 86 2 4 75 0 177 0 0 0 0 0 VOLUMES 81 1 61 0 0 2 0 334 60 42 323 1 905 0 0 0 0 0 APPROACH % 57% 1% 43% 0% 0% 100% 0% 85% 15% 11% 88% 0%
APP/DEPART 143 / 2 2 / 102 394 / 395 366 / 406 0
BEGIN PEAK HR
VOLUMES 81 1 61 0 0 2 0 334 60 42 323 1 905 APPROACH % 57% 1% 43% 0% 0% 100% 0% 85% 15% 11% 88% 0%
PEAK HR FACTOR 0.426 0.500 0.842 0.775 0.707
APP/DEPART 143 / 2 2 / 102 394 / 395 366 / 406 0 Trabuco
NORTH SIDE
Santa Clara WEST SIDE EAST SIDE Santa Clara
SOUTH SIDE
Trabuco
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 2 0 1 0 3 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 7:40 AM 1 8 1 0 10 0 6 0 0 6 0 0 0 0 0 1 2 1 0 4 7:55 AM 3 0 5 0 8 1 0 2 0 3 0 0 0 0 0 2 0 3 0 5 8:10 AM 3 2 0 0 5 3 2 0 0 5 0 0 0 0 0 0 0 0 0 0 TOTAL 9 10 7 0 26 6 8 3 0 17 0 0 0 0 0 3 2 4 0 9 1:10 PM 0 0 2 1 3 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 1:25 PM 4 4 2 1 11 3 4 1 1 9 0 0 0 0 0 1 0 1 0 2 1:40 PM 0 4 0 0 4 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 8 4 2 18 3 5 3 2 13 0 1 0 0 1 1 2 1 0 4
U-TURNS
Trabuco - Cll Del Sol Trabuco - Cll Del Sol Santa Clara Santa Clar a
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Trabuco
Santa Clara
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 10
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 1 1 1 X X X X 0 X 0 0 0 0 0
7:25 AM 0 44 7 2 23 0 0 0 0 12 0 4 92 1 0 0 0 1 7:40 AM 0 51 27 3 64 0 0 0 0 25 0 4 174 0 0 0 0 0 7:55 AM 0 52 20 2 81 0 0 0 0 22 0 1 178 3 0 0 0 3 8:10 AM 0 14 2 1 21 0 0 0 0 5 0 0 43 0 1 0 0 1 VOLUMES 0 161 56 8 189 0 0 0 0 64 0 9 492 4 1 0 0 5 APPROACH % 0% 73% 25% 4% 95% 0% 0% 0% 0% 88% 0% 12%
APP/DEPART 221 / 171 198 / 257 0 / 64 73 / 0 0
BEGIN PEAK HR
VOLUMES 0 161 56 8 189 0 0 0 0 64 0 9 492 APPROACH % 0% 73% 25% 4% 95% 0% 0% 0% 0% 88% 0% 12%
PEAK HR FACTOR 0.708 0.596 0.000 0.629 0.680
APP/DEPART 221 / 171 198 / 257 0 / 64 73 / 0 0 01:10 PM 0 31 15 3 17 0 0 0 0 4 0 0 70 1 0 0 0 1 1:25 PM 0 40 15 6 88 0 0 0 0 22 0 9 180 1 1 0 0 2 1:40 PM 0 13 8 1 21 0 0 0 0 11 0 2 56 1 0 0 0 1 1:55 PM 0 15 7 0 11 0 0 0 0 4 0 3 40 1 0 0 0 1 VOLUMES 0 99 45 10 137 0 0 0 0 41 0 14 351 4 1 0 0 5 APPROACH % 0% 67% 30% 7% 93% 0% 0% 0% 0% 75% 0% 25%
APP/DEPART 148 / 114 148 / 182 0 / 55 55 / 0 0
BEGIN PEAK HR
VOLUMES 0 99 45 10 137 0 0 0 0 41 0 14 351 APPROACH % 0% 67% 30% 7% 93% 0% 0% 0% 0% 75% 0% 25%
PEAK HR FACTOR 0.661 0.389 0.000 0.444 0.482
APP/DEPART 148 / 114 148 / 182 0 / 55 55 / 0 0 Village Loop
NORTH SIDE
Viewpoint WEST SIDE EAST SIDE Viewpoint
SOUTH SIDE
Village Loop
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 0 1 1 3 0 0 1 1 2 0 0 0 0 0 1 0 0 0 1 7:40 AM 56 0 7 5 68 12 0 3 1 16 0 0 0 0 0 44 0 4 4 52 7:55 AM 70 0 8 20 98 17 0 3 13 33 0 0 0 0 0 53 0 5 7 65 8:10 AM 3 0 1 2 6 3 0 1 2 6 0 0 0 0 0 0 0 0 0 0 TOTAL 130 0 17 28 175 32 0 8 17 57 0 0 0 0 0 98 0 9 11 118 1:10 PM 6 0 2 12 20 5 0 2 10 17 0 0 0 0 0 1 0 0 2 3 1:25 PM 87 0 14 62 163 27 0 4 24 55 0 0 0 0 0 60 0 10 38 108 1:40 PM 0 0 0 3 3 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 93 0 16 77 186 32 0 6 36 74 0 0 0 0 0 61 0 10 41 112
U-TURNS
Village Loop Village Loop Viewpoint Viewpoint
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Village Loop
Viewpoint
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 5 0 3 2 2 1 0 22 3 6 26 0 70 0 0 0 0 0 7:40 AM 8 1 1 2 1 3 0 37 4 4 40 1 102 0 0 0 0 0 7:55 AM 2 0 5 0 0 3 3 20 3 3 27 1 67 0 0 1 0 1 8:10 AM 1 0 5 0 1 1 0 9 4 5 16 1 43 0 0 0 0 0 VOLUMES 16 1 14 4 4 8 3 88 14 18 109 3 282 0 0 1 0 1 APPROACH % 52% 3% 45% 25% 25% 50% 3% 84% 13% 14% 84% 2% APP/DEPART 31 / 6 16 / 36 105 / 106 130 / 134 0
BEGIN PEAK HR
VOLUMES 16 1 14 4 4 8 3 88 14 18 109 3 282 APPROACH % 52% 3% 45% 25% 25% 50% 3% 84% 13% 14% 84% 2% PEAK HR FACTOR 0.775 0.667 0.640 0.722 0.691
APP/DEPART 31 / 6 16 / 36 105 / 106 130 / 134 0 01:10 PM 3 0 10 0 1 1 0 16 4 3 32 1 71 0 0 0 0 0 1:25 PM 4 0 3 0 0 3 3 33 7 5 27 1 86 0 0 1 0 1 1:40 PM 2 1 4 3 2 1 1 15 5 4 26 2 66 0 0 1 0 1 1:55 PM 3 0 4 1 0 0 0 13 3 4 7 0 35 0 0 0 0 0 VOLUMES 12 1 21 4 3 5 4 77 19 16 92 4 258 0 0 2 0 2 APPROACH % 35% 3% 62% 33% 25% 42% 4% 77% 19% 14% 82% 4% APP/DEPART 34 / 7 12 / 38 100 / 102 112 / 111 0
BEGIN PEAK HR
VOLUMES 12 1 21 4 3 5 4 77 19 16 92 4 258 APPROACH % 35% 3% 62% 33% 25% 42% 4% 77% 19% 14% 82% 4% PEAK HR FACTOR 0.654 0.500 0.581 0.778 0.750
APP/DEPART 34 / 7 12 / 38 100 / 102 112 / 111 0 Sumner
NORTH SIDE
Harrison WEST SIDE EAST SIDE Harrison
SOUTH SIDE
Sumner
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 3 0 6 9 0 2 0 4 6 0 0 0 0 0 0 1 0 2 3 7:40 AM 19 3 0 2 24 4 2 0 2 8 0 1 0 0 1 15 0 0 0 15 7:55 AM 4 4 0 5 13 1 2 0 2 5 1 0 0 0 1 2 2 0 3 7 8:10 AM 1 1 0 2 4 0 1 0 1 2 0 0 0 0 0 1 0 0 1 2 TOTAL 24 11 0 15 50 5 7 0 9 21 1 1 0 0 2 18 3 0 6 27 1:10 PM 1 1 0 2 4 1 1 0 2 4 0 0 0 0 0 0 0 0 0 0 1:25 PM 36 3 0 8 47 10 2 0 3 15 0 0 0 0 0 26 1 0 5 32 1:40 PM 7 3 0 6 16 1 2 0 1 4 0 0 0 1 1 6 1 0 4 11 1:55 PM 2 4 0 4 10 1 4 0 4 9 0 0 0 0 0 1 0 0 0 1 TOTAL 46 11 0 20 77 13 9 0 10 32 0 0 0 1 1 33 2 0 9 44
U-TURNS
Sumner Sumner Harrison Harrison
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Sumner
Harrison
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 6 0 3 5 19 0 0 12 3 48 0 0 0 0 0 7:40 AM 0 0 0 10 0 9 11 28 0 0 31 7 96 0 0 1 0 1 7:55 AM 0 0 0 7 0 8 12 15 0 0 29 4 75 0 0 0 0 0 8:10 AM 0 0 0 5 0 6 4 6 0 0 16 2 39 0 0 1 0 1 VOLUMES 0 0 0 28 0 26 32 68 0 0 88 16 258 0 0 2 0 2 APPROACH % 0% 0% 0% 52% 0% 48% 32% 68% 0% 0% 85% 15%
APP/DEPART 0 / 46 54 / 0 100 / 96 104 / 116 0
BEGIN PEAK HR
VOLUMES 0 0 0 28 0 26 32 68 0 0 88 16 258 APPROACH % 0% 0% 0% 52% 0% 48% 32% 68% 0% 0% 85% 15%
PEAK HR FACTOR 0.000 0.711 0.641 0.684 0.672
APP/DEPART 0 / 46 54 / 0 100 / 96 104 / 116 0 01:10 PM 0 0 0 5 0 3 6 27 0 0 12 4 57 0 0 0 0 0 1:25 PM 0 0 0 9 0 16 5 21 0 0 31 15 97 0 0 0 0 0 1:40 PM 0 0 0 6 0 5 5 18 0 0 28 4 66 0 0 0 0 0 1:55 PM 0 0 0 2 0 4 3 14 0 0 11 3 37 0 0 1 0 1 VOLUMES 0 0 0 22 0 28 19 80 0 0 82 26 257 0 0 1 0 1 APPROACH % 0% 0% 0% 44% 0% 56% 19% 81% 0% 0% 76% 24%
APP/DEPART 0 / 44 50 / 0 99 / 102 108 / 111 0
BEGIN PEAK HR
VOLUMES 0 0 0 22 0 28 19 80 0 0 82 26 257 APPROACH % 0% 0% 0% 44% 0% 56% 19% 81% 0% 0% 76% 24%
PEAK HR FACTOR 0.000 0.500 0.750 0.587 0.662
APP/DEPART 0 / 44 50 / 0 99 / 102 108 / 111 0 Vamana
NORTH SIDE
Harrison WEST SIDE EAST SIDE Harrison
SOUTH SIDE
Vamana
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 7:40 AM 8 0 3 0 11 3 0 0 0 3 0 0 0 0 0 5 0 3 0 8 7:55 AM 23 0 2 0 25 6 0 1 0 7 1 0 0 0 1 16 0 1 0 17 8:10 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 TOTAL 36 0 5 0 41 9 0 1 0 10 1 0 0 0 1 26 0 4 0 30 1:10 PM 2 0 3 0 5 1 0 3 0 4 1 0 0 0 1 0 0 0 0 0 1:25 PM 23 0 18 0 41 10 0 10 0 20 0 0 0 0 0 13 0 8 0 21 1:40 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1:55 PM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 TOTAL 26 0 23 0 49 12 0 14 0 26 1 0 0 0 1 13 0 9 0 22
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Vamana
Harrison
U-TURNS
Vamana Vamana Harrison Harrison
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 0 1 1 X X X X 0 X 0 0 0 0 0
7:25 AM 0 62 0 1 57 0 0 0 0 2 0 2 124 1 0 0 0 1 7:40 AM 0 106 1 1 86 0 0 0 0 2 0 5 201 0 0 0 0 0 7:55 AM 0 99 1 6 64 0 0 0 0 1 0 4 175 0 0 0 0 0 8:10 AM 0 39 0 0 32 0 0 0 0 0 0 3 74 0 0 0 0 0 VOLUMES 0 306 2 8 239 0 0 0 0 5 0 14 575 1 0 0 0 1 APPROACH % 0% 99% 1% 3% 97% 0% 0% 0% 0% 26% 0% 74%
APP/DEPART 309 / 320 247 / 245 0 / 10 19 / 0 0
BEGIN PEAK HR
VOLUMES 0 306 2 8 239 0 0 0 0 5 0 14 575 APPROACH % 0% 99% 1% 3% 97% 0% 0% 0% 0% 26% 0% 74%
PEAK HR FACTOR 0.722 0.710 0.000 0.679 0.715
APP/DEPART 309 / 320 247 / 245 0 / 10 19 / 0 0 01:10 PM 0 42 0 2 44 0 0 0 0 0 0 3 91 0 0 0 0 0 1:25 PM 0 55 3 3 41 0 0 0 0 2 0 2 106 0 0 0 0 0 1:40 PM 0 58 1 1 47 0 0 0 0 1 0 1 109 0 0 0 0 0 1:55 PM 0 66 0 3 50 0 0 0 0 0 0 1 120 0 0 0 0 0 VOLUMES 0 221 4 9 182 0 0 0 0 3 0 7 426 0 0 0 0 0 APPROACH % 0% 98% 2% 5% 95% 0% 0% 0% 0% 30% 0% 70%
APP/DEPART 225 / 228 191 / 185 0 / 13 10 / 0 0
BEGIN PEAK HR
VOLUMES 0 221 4 9 182 0 0 0 0 3 0 7 426 APPROACH % 0% 98% 2% 5% 95% 0% 0% 0% 0% 30% 0% 70%
PEAK HR FACTOR 0.852 0.901 0.000 0.625 0.888
APP/DEPART 225 / 228 191 / 185 0 / 13 10 / 0 0 Orange Grove
NORTH SIDE
Deborah WEST SIDE EAST SIDE Deborah
SOUTH SIDE
Orange Grove
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 7 0 3 0 10 0 0 0 0 0 0 0 1 0 1 7 0 2 0 9 7:40 AM 9 0 1 0 10 0 0 0 0 0 0 0 0 0 0 9 0 1 0 10 7:55 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 17 0 4 0 21 0 0 0 0 0 0 0 1 0 1 17 0 3 0 20 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:40 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1:55 PM 1 0 2 0 3 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 TOTAL 1 0 3 0 4 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1
U-TURNS
Orange Grove Orange Grove Deborah Deborah
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Orange Grove
Deborah
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 14
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 1 2 X X 2 1 0 0 0 0
7:25 AM 0 0 0 25 0 2 0 57 0 0 85 36 205 0 0 0 1 1 7:40 AM 0 0 0 51 0 1 1 70 0 0 61 62 246 0 0 0 0 0 7:55 AM 0 0 0 27 0 2 0 53 0 0 59 36 177 0 0 0 0 0 8:10 AM 0 0 0 21 0 2 2 42 0 0 78 14 159 0 0 0 0 0 VOLUMES 0 0 0 124 0 7 3 222 0 0 283 148 788 0 0 0 1 1 APPROACH % 0% 0% 0% 95% 0% 5% 1% 99% 0% 0% 66% 34%
APP/DEPART 0 / 151 131 / 0 225 / 347 432 / 290 0
BEGIN PEAK HR
VOLUMES 0 0 0 124 0 7 3 222 0 0 283 148 788 APPROACH % 0% 0% 0% 95% 0% 5% 1% 99% 0% 0% 66% 34%
PEAK HR FACTOR 0.000 0.630 0.792 0.878 0.801
APP/DEPART 0 / 151 131 / 0 225 / 347 432 / 290 0 01:10 PM 0 0 0 3 0 2 0 76 0 0 44 31 156 0 0 0 0 0 1:25 PM 0 0 0 43 0 2 3 95 0 0 39 40 222 0 0 0 0 0 1:40 PM 0 0 0 24 0 2 2 89 0 0 76 11 204 0 0 0 0 0 1:55 PM 0 0 0 18 0 1 0 85 0 0 51 15 170 0 0 0 0 0 VOLUMES 0 0 0 88 0 7 5 345 0 0 210 97 752 0 0 0 0 0 APPROACH % 0% 0% 0% 93% 0% 7% 1% 99% 0% 0% 68% 32%
APP/DEPART 0 / 102 95 / 0 350 / 433 307 / 217 0
BEGIN PEAK HR
VOLUMES 0 0 0 88 0 7 5 345 0 0 210 97 752 APPROACH % 0% 0% 0% 93% 0% 7% 1% 99% 0% 0% 68% 32%
PEAK HR FACTOR 0.000 0.528 0.893 0.882 0.847
APP/DEPART 0 / 102 95 / 0 350 / 433 307 / 217 0 Omar
NORTH SIDE
Valley WEST SIDE EAST SIDE Valley
SOUTH SIDE
Omar
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 7:40 AM 3 0 0 0 3 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7:55 AM 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 8:10 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 TOTAL 7 2 0 0 9 5 0 0 0 5 2 2 0 0 4 0 0 0 0 0 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Omar
Valley
U-TURNS
Omar Omar Valley Valley
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 24 0 2 8 2 0 0 2 35 73 0 0 0 0 0 7:40 AM 0 0 0 42 0 10 9 1 0 0 5 64 131 0 0 0 0 0 7:55 AM 0 0 0 25 0 5 8 1 0 0 2 33 74 0 0 0 0 0 8:10 AM 0 0 0 12 0 1 0 2 0 0 0 7 22 0 0 0 1 1 VOLUMES 0 0 0 103 0 18 25 6 0 0 9 139 301 0 0 0 1 1 APPROACH % 0% 0% 0% 85% 0% 15% 81% 19% 0% 0% 6% 93%
APP/DEPART 0 / 164 121 / 0 31 / 110 149 / 27 0
BEGIN PEAK HR
VOLUMES 0 0 0 103 0 18 25 6 0 0 9 139 301 APPROACH % 0% 0% 0% 85% 0% 15% 81% 19% 0% 0% 6% 93%
PEAK HR FACTOR 0.000 0.582 0.775 0.540 0.574
APP/DEPART 0 / 164 121 / 0 31 / 110 149 / 27 0 01:10 PM 0 0 0 3 0 1 7 3 0 0 2 31 47 0 0 0 0 0 1:25 PM 0 0 0 43 0 19 13 7 0 0 1 42 125 0 0 0 0 0 1:40 PM 0 0 0 18 0 2 4 1 0 0 2 7 34 0 0 0 0 0 1:55 PM 0 0 0 17 0 10 0 1 0 0 3 10 41 0 0 0 0 0 VOLUMES 0 0 0 81 0 32 24 12 0 0 8 90 247 0 0 0 0 0 APPROACH % 0% 0% 0% 72% 0% 28% 67% 33% 0% 0% 8% 92%
APP/DEPART 0 / 114 113 / 0 36 / 93 98 / 40 0
BEGIN PEAK HR
VOLUMES 0 0 0 81 0 32 24 12 0 0 8 90 247 APPROACH % 0% 0% 0% 72% 0% 28% 67% 33% 0% 0% 8% 92%
PEAK HR FACTOR 0.000 0.456 0.450 0.570 0.494
APP/DEPART 0 / 114 113 / 0 36 / 93 98 / 40 0 Medina
NORTH SIDE
Santez WEST SIDE EAST SIDE Santez
SOUTH SIDE
Medina
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:40 AM 3 0 0 0 3 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 7:55 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 0 0 0 4 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 1:10 PM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1:25 PM 4 0 1 1 6 2 0 0 1 3 0 0 0 0 0 2 0 1 0 3 1:40 PM 4 0 0 0 4 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 1:55 PM 1 1 0 2 4 1 1 0 2 4 0 0 0 0 0 0 0 0 0 0 TOTAL 10 1 2 3 16 6 1 1 3 11 0 0 0 0 0 4 0 1 0 5
U-TURNS
Medina Medina Santez Santez
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Medina
Santez
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 16
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0
7:25 AM 7 35 15 12 46 4 9 40 12 15 22 26 243 0 0 0 0 0 7:40 AM 2 64 21 40 48 11 37 60 35 19 41 72 450 0 0 0 0 0 7:55 AM 6 76 7 49 50 8 26 46 35 18 40 51 412 0 0 0 0 0 8:10 AM 0 36 7 9 27 2 2 28 4 3 15 15 148 0 0 0 0 0 VOLUMES 15 211 50 110 171 25 74 174 86 55 118 164 1,253 0 0 0 0 0 APPROACH % 5% 76% 18% 36% 56% 8% 22% 52% 26% 16% 35% 49% APP/DEPART 276 / 449 306 / 312 334 / 334 337 / 158 0
BEGIN PEAK HR
VOLUMES 15 211 50 110 171 25 74 174 86 55 118 164 1,253 APPROACH % 5% 76% 18% 36% 56% 8% 22% 52% 26% 16% 35% 49% PEAK HR FACTOR 0.775 0.715 0.633 0.638 0.696
APP/DEPART 276 / 449 306 / 312 334 / 334 337 / 158 0 01:10 PM 8 49 7 6 34 2 2 21 14 13 20 12 188 0 0 0 0 0 1:25 PM 9 66 5 12 40 7 18 57 27 8 24 13 286 0 0 0 0 0 1:40 PM 7 64 10 8 59 6 3 36 13 6 37 11 260 0 0 0 0 0 1:55 PM 2 52 9 5 44 3 3 37 16 4 22 12 209 0 0 0 0 0 VOLUMES 26 231 31 31 177 18 26 151 70 31 103 48 943 0 0 0 0 0 APPROACH % 9% 80% 11% 14% 78% 8% 11% 61% 28% 17% 57% 26% APP/DEPART 288 / 305 226 / 278 247 / 213 182 / 147 0
BEGIN PEAK HR
VOLUMES 26 231 31 31 177 18 26 151 70 31 103 48 943 APPROACH % 9% 80% 11% 14% 78% 8% 11% 61% 28% 17% 57% 26% PEAK HR FACTOR 0.889 0.774 0.605 0.843 0.824
APP/DEPART 288 / 305 226 / 278 247 / 213 182 / 147 0 Park
NORTH SIDE
Lexington WEST SIDE EAST SIDE Lexington
SOUTH SIDE
Park
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 6 4 5 16 0 2 0 1 3 0 0 0 1 1 1 4 4 3 12 7:40 AM 36 32 16 13 97 15 16 5 9 45 3 0 0 0 3 18 16 11 4 49 7:55 AM 6 25 4 26 61 0 10 2 10 22 0 0 0 0 0 6 15 2 16 39 8:10 AM 5 3 4 0 12 3 1 1 0 5 0 0 0 0 0 2 2 3 0 7 TOTAL 48 66 28 44 186 18 29 8 20 75 3 0 0 1 4 27 37 20 23 107 1:10 PM 2 5 0 6 13 2 5 0 1 8 0 0 0 0 0 0 0 0 5 5 1:25 PM 4 60 3 37 104 1 20 1 13 35 1 0 0 1 2 2 40 2 23 67 1:40 PM 3 5 2 13 23 2 2 1 3 8 0 0 0 0 0 1 3 1 10 15 1:55 PM 3 3 2 1 9 1 3 1 1 6 0 0 0 0 0 2 0 1 0 3 TOTAL 12 73 7 57 149 6 30 3 18 57 1 0 0 1 2 5 43 4 38 90
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Park
Lexington
U-TURNS
Park Park Lexington Lexington
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 17
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 1 10 0 11 16 7 4 3 2 1 0 5 60 1 9 0 0 10 7:40 AM 2 26 1 20 45 0 0 0 0 2 0 8 104 2 11 0 0 13 7:55 AM 5 26 2 30 52 0 0 2 0 1 0 2 120 5 24 0 0 29 8:10 AM 0 4 1 5 12 0 0 0 0 0 0 1 23 0 2 0 0 2 VOLUMES 8 71 5 71 137 7 4 6 2 4 0 17 332 8 48 0 0 56 APPROACH % 10% 85% 6% 33% 64% 3% 33% 50% 17% 19% 0% 81% APP/DEPART 84 / 140 215 / 151 12 / 34 21 / 7 0
BEGIN PEAK HR
VOLUMES 8 66 4 66 125 7 4 5 2 4 0 16 307 APPROACH % 10% 85% 5% 33% 63% 4% 36% 45% 18% 20% 0% 80% PEAK HR FACTOR 0.591 0.604 0.306 0.500 0.640
APP/DEPART 78 / 132 198 / 139 11 / 29 20 / 7 0 01:10 PM 4 20 3 9 11 0 0 0 2 1 0 3 53 4 9 0 0 13 1:25 PM 6 15 4 32 47 0 0 0 1 4 0 5 114 6 23 0 1 30 1:40 PM 0 10 0 4 11 1 1 0 0 0 0 1 28 0 3 0 0 3 1:55 PM 0 6 0 0 11 0 0 0 0 0 0 1 18 0 0 0 0 0 VOLUMES 10 51 7 45 80 1 1 0 3 5 0 10 213 10 35 0 1 46 APPROACH % 15% 75% 10% 36% 63% 1% 25% 0% 75% 33% 0% 67% APP/DEPART 68 / 97 126 / 97 4 / 18 15 / 1 0
BEGIN PEAK HR
VOLUMES 10 51 7 45 80 1 1 0 3 5 0 10 213 APPROACH % 15% 75% 10% 36% 63% 1% 25% 0% 75% 33% 0% 67% PEAK HR FACTOR 0.630 0.399 0.500 0.417 0.467
APP/DEPART 68 / 97 126 / 97 4 / 18 15 / 1 0 Huntington
NORTH SIDE
Texas WEST SIDE EAST SIDE Texas
SOUTH SIDE
Huntington
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 3 0 4 7 0 1 0 2 3 0 0 0 0 0 0 2 0 2 4 7:40 AM 0 2 1 3 6 0 1 0 1 2 0 0 0 0 0 0 1 1 2 4 7:55 AM 1 13 3 6 23 1 8 3 5 17 0 0 0 0 0 0 5 0 1 6 8:10 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 1 19 6 13 39 1 10 5 8 24 0 1 0 0 1 0 8 1 5 14 1:10 PM 0 18 7 1 26 0 14 4 1 19 0 0 0 0 0 0 4 3 0 7 1:25 PM 2 37 4 9 52 2 12 2 6 22 0 0 0 0 0 0 25 2 3 30 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 1 4 5 0 0 1 4 5 0 0 0 0 0 0 0 0 0 0 TOTAL 2 55 12 14 83 2 26 7 11 46 0 0 0 0 0 0 29 5 3 37
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Huntington
Texas
U-TURNS
Huntington Huntington Texas Texas
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 18
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 0 0 0 0 0 0 0 1 9 17 2 0 29 0 0 0 0 0 7:40 AM 9 0 5 0 0 0 0 2 27 50 1 0 94 0 0 0 0 0 7:55 AM 8 0 6 0 0 0 0 0 10 15 2 0 41 2 0 0 0 2 8:10 AM 0 0 2 0 0 0 0 0 2 3 1 0 8 0 0 0 0 0 VOLUMES 17 0 13 0 0 0 0 3 48 85 6 0 174 2 0 0 0 2 APPROACH % 53% 0% 41% 0% 0% 0% 0% 6% 94% 93% 7% 0%
APP/DEPART 32 / 0 0 / 135 51 / 16 91 / 23 0
BEGIN PEAK HR
VOLUMES 17 0 13 0 0 0 0 3 48 85 6 0 174 APPROACH % 53% 0% 41% 0% 0% 0% 0% 6% 94% 93% 7% 0%
PEAK HR FACTOR 0.500 0.000 0.440 0.446 0.463
APP/DEPART 32 / 0 0 / 135 51 / 16 91 / 23 0 01:10 PM 0 0 1 0 0 0 0 3 8 17 4 0 33 3 0 0 0 3 1:25 PM 5 0 7 0 0 0 0 4 15 11 9 0 51 0 0 0 3 3 1:40 PM 5 0 3 0 0 0 0 1 4 6 2 0 21 0 0 0 0 0 1:55 PM 4 0 1 0 0 0 0 5 2 0 0 0 12 0 0 1 0 1 VOLUMES 14 0 12 0 0 0 0 13 29 34 15 0 124 3 0 1 3 7 APPROACH % 48% 0% 41% 0% 0% 0% 0% 30% 67% 65% 29% 0%
APP/DEPART 29 / 0 0 / 66 43 / 28 52 / 30 0
BEGIN PEAK HR
VOLUMES 14 0 12 0 0 0 0 13 29 34 15 0 124 APPROACH % 48% 0% 41% 0% 0% 0% 0% 30% 67% 65% 29% 0%
PEAK HR FACTOR 0.604 0.000 0.566 0.565 0.574
APP/DEPART 29 / 0 0 / 66 43 / 28 52 / 30 0 Cadillac
NORTH SIDE
San Felipe WEST SIDE EAST SIDE San Felipe
SOUTH SIDE
Cadillac
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 7:40 AM 1 11 2 0 14 0 4 0 0 4 1 0 0 0 1 0 7 2 0 9 7:55 AM 0 5 0 3 8 0 2 0 1 3 0 0 0 0 0 0 3 0 2 5 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 18 2 3 24 0 7 0 1 8 1 0 0 0 1 0 11 2 2 15 1:10 PM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 15 7 12 34 0 9 3 4 16 0 0 0 0 0 0 6 4 8 18 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 16 7 13 36 0 10 3 5 18 0 0 0 0 0 0 6 4 8 18
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Cadillac
San Felipe
U-TURNS
Cadillac Cadillac San Felipe San Felipe
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 19
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 0 0 1 X X X X 0 X 0 0 0 0 0
7:25 AM 0 8 1 19 8 0 0 0 0 3 0 2 41 0 0 0 0 0 7:40 AM 0 15 2 33 26 0 0 0 0 11 0 7 94 0 2 0 0 2 7:55 AM 0 21 8 30 27 0 0 0 0 4 0 2 92 0 1 0 0 1 8:10 AM 0 4 0 5 6 0 0 0 0 3 0 3 21 0 0 0 1 1 VOLUMES 0 48 11 87 67 0 0 0 0 21 0 14 248 0 3 0 1 4 APPROACH % 0% 81% 19% 56% 44% 0% 0% 0% 0% 60% 0% 40%
APP/DEPART 59 / 65 154 / 87 0 / 96 35 / 0 0
BEGIN PEAK HR
VOLUMES 0 48 11 87 67 0 0 0 0 21 0 14 248 APPROACH % 0% 81% 19% 56% 44% 0% 0% 0% 0% 60% 0% 40%
PEAK HR FACTOR 0.509 0.653 0.000 0.486 0.660
APP/DEPART 59 / 65 154 / 87 0 / 96 35 / 0 0 01:10 PM 2 11 11 5 12 0 0 0 0 10 0 5 56 2 1 0 0 3 1:25 PM 0 12 10 29 20 0 0 0 0 23 0 2 96 0 0 0 0 0 1:40 PM 0 4 0 11 4 0 0 0 0 2 0 3 24 0 0 0 0 0 1:55 PM 0 3 0 6 2 0 0 0 0 0 0 0 11 0 0 0 0 0 VOLUMES 2 30 21 51 38 0 0 0 0 35 0 10 187 2 1 0 0 3 APPROACH % 4% 57% 40% 57% 43% 0% 0% 0% 0% 78% 0% 22%
APP/DEPART 53 / 41 89 / 75 0 / 71 45 / 0 0
BEGIN PEAK HR
VOLUMES 2 30 21 51 38 0 0 0 0 35 0 10 187 APPROACH % 4% 57% 40% 57% 43% 0% 0% 0% 0% 78% 0% 22%
PEAK HR FACTOR 0.552 0.454 0.000 0.450 0.487
APP/DEPART 53 / 41 89 / 75 0 / 71 45 / 0 0 Cadillac
NORTH SIDE
San Rafael WEST SIDE EAST SIDE San Rafael
SOUTH SIDE
Cadillac
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:40 AM 16 0 8 0 24 10 0 4 0 14 0 0 0 0 0 6 0 4 0 10 7:55 AM 22 0 14 0 36 12 0 7 0 19 0 0 0 0 0 10 0 7 0 17 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 38 0 22 0 60 22 0 11 0 33 0 0 0 0 0 16 0 11 0 27 1:10 PM 65 0 17 0 82 41 0 10 0 51 0 0 0 0 0 24 0 7 0 31 1:25 PM 87 0 21 0 108 55 0 12 0 67 0 0 0 0 0 32 0 9 0 41 1:40 PM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 1:55 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 154 0 39 0 193 96 0 23 0 119 0 0 0 0 0 58 0 16 0 74
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Cadillac
San Rafael
U-TURNS
Cadillac Cadillac San Rafael San Rafael
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 20
EAST & WEST: CONTROL: NO CONTROL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 X X 1 X X X X X X X 0 0 0 0
7:25 AM 0 92 0 0 76 0 0 0 0 0 0 0 168 0 0 0 0 0 7:40 AM 0 111 0 0 102 0 0 0 0 0 0 0 213 0 0 0 0 0 7:55 AM 0 98 0 0 111 0 0 0 0 0 0 0 209 0 0 0 0 0 8:10 AM 0 58 0 0 51 0 0 0 0 0 0 0 109 0 0 0 0 0 VOLUMES 0 359 0 0 340 0 0 0 0 0 0 0 699 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 359 / 359 340 / 340 0 / 0 0 / 0 0
BEGIN PEAK HR
VOLUMES 0 359 0 0 340 0 0 0 0 0 0 0 699 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.809 0.766 0.000 0.000 0.820
APP/DEPART 359 / 359 340 / 340 0 / 0 0 / 0 0 01:10 PM 0 88 0 0 81 0 0 0 0 0 0 0 169 0 0 0 0 0 1:25 PM 0 115 0 0 106 0 0 0 0 0 0 0 221 0 0 0 0 0 1:40 PM 0 74 0 0 75 0 0 0 0 0 0 0 149 0 0 0 0 0 1:55 PM 0 83 0 0 89 0 0 0 0 0 0 0 172 0 0 0 0 0 VOLUMES 0 360 0 0 351 0 0 0 0 0 0 0 711 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 360 / 360 351 / 351 0 / 0 0 / 0 0
BEGIN PEAK HR
VOLUMES 0 360 0 0 351 0 0 0 0 0 0 0 711 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.783 0.828 0.000 0.000 0.804
APP/DEPART 360 / 360 351 / 351 0 / 0 0 / 0 0 San Antonio
NORTH SIDE
Barfield ES WEST SIDE EAST SIDE Barfield ES
SOUTH SIDE
San Antonio
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 11 0 0 0 11 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4 7:40 AM 19 0 0 0 19 11 0 0 0 11 0 0 0 0 0 8 0 0 0 8 7:55 AM 25 0 0 0 25 17 0 0 0 17 0 0 0 0 0 8 0 0 0 8 8:10 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 56 0 0 0 56 36 0 0 0 36 0 0 0 0 0 20 0 0 0 20 1:10 PM 9 0 0 0 9 7 0 0 0 7 0 0 0 0 0 2 0 0 0 2 1:25 PM 66 0 0 0 66 40 0 0 0 40 0 0 0 0 0 26 0 0 0 26 1:40 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:55 PM 5 0 0 0 5 3 0 0 0 3 0 0 0 0 0 2 0 0 0 2 TOTAL 81 0 0 0 81 51 0 0 0 51 0 0 0 0 0 30 0 0 0 30
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
San Antonio
Barfield ES
U-TURNS
San Antonio San Antonio Barfield ES Barfield ES
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 21
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 11 0 5 0 0 0 0 64 7 1 114 0 202 0 0 0 0 0 7:40 AM 15 0 3 0 0 0 0 105 10 7 133 0 273 0 0 0 0 0 7:55 AM 9 0 9 0 0 0 0 80 12 7 70 0 187 0 0 0 0 0 8:10 AM 3 0 3 0 0 0 0 71 6 1 56 0 140 0 0 0 0 0 VOLUMES 38 0 20 0 0 0 0 320 35 16 373 0 802 0 0 0 0 0 APPROACH % 66% 0% 34% 0% 0% 0% 0% 90% 10% 4% 96% 0%
APP/DEPART 58 / 0 0 / 51 355 / 340 389 / 411 0
BEGIN PEAK HR
VOLUMES 38 0 20 0 0 0 0 320 35 16 373 0 802 APPROACH % 66% 0% 34% 0% 0% 0% 0% 90% 10% 4% 96% 0%
PEAK HR FACTOR 0.806 0.000 0.772 0.695 0.734
APP/DEPART 58 / 0 0 / 51 355 / 340 389 / 411 0 01:10 PM 8 0 4 0 0 0 0 79 6 2 77 0 176 0 0 0 0 0 1:25 PM 5 0 11 0 0 0 0 115 13 10 108 0 262 0 0 0 0 0 1:40 PM 4 0 4 0 0 0 0 74 3 7 72 0 164 0 0 0 0 0 1:55 PM 3 0 6 0 0 0 0 95 6 7 62 0 179 0 0 0 0 0 VOLUMES 20 0 25 0 0 0 0 363 28 26 319 0 781 0 0 0 0 0 APPROACH % 44% 0% 56% 0% 0% 0% 0% 93% 7% 8% 92% 0%
APP/DEPART 45 / 0 0 / 54 391 / 388 345 / 339 0
BEGIN PEAK HR
VOLUMES 20 0 25 0 0 0 0 363 28 26 319 0 781 APPROACH % 44% 0% 56% 0% 0% 0% 0% 93% 7% 8% 92% 0%
PEAK HR FACTOR 0.703 0.000 0.764 0.731 0.745
APP/DEPART 45 / 0 0 / 54 391 / 388 345 / 339 0 Washington
NORTH SIDE
San Bernardino WEST SIDE EAST SIDE San Bernardino
SOUTH SIDE
Washington
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 1 0 0 4 1 1 0 0 2 2 0 0 0 2 0 0 0 0 0 7:40 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 7:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 3 0 1 4 0 2 0 1 3 0 0 0 0 0 0 1 0 0 1 TOTAL 4 4 0 1 9 1 3 0 1 5 3 0 0 0 3 0 1 0 0 1 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 2 0 2 4 0 2 0 2 4 0 0 0 0 0 0 0 0 0 0 1:40 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 2 0 3 5 0 2 0 2 4 0 0 0 1 1 0 0 0 0 0
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Washington
San Bernardino
U-TURNS
Washington Washington San Bernardino San Bernardino
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 22
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 1 2 20 1 5 2 0 2 2 15 2 1 53 0 0 0 0 0 7:40 AM 2 3 17 1 7 1 2 4 5 37 5 2 86 0 0 0 0 0 7:55 AM 1 4 16 1 5 0 2 9 1 35 4 2 80 0 0 0 0 0 8:10 AM 0 5 6 0 6 0 3 1 2 5 3 0 31 0 0 0 0 0 VOLUMES 4 14 59 3 23 3 7 16 10 92 14 5 250 0 0 0 0 0 APPROACH % 5% 18% 77% 10% 79% 10% 21% 48% 30% 83% 13% 5% APP/DEPART 77 / 26 29 / 125 33 / 78 111 / 21 0
BEGIN PEAK HR
VOLUMES 4 14 59 3 23 3 7 16 10 92 14 5 250 APPROACH % 5% 18% 77% 10% 79% 10% 21% 48% 30% 83% 13% 5% PEAK HR FACTOR 0.837 0.806 0.688 0.631 0.727
APP/DEPART 77 / 26 29 / 125 33 / 78 111 / 21 0 01:10 PM 5 2 26 0 3 2 2 4 1 2 2 0 49 0 0 0 0 0 1:25 PM 2 5 22 2 2 3 2 7 3 39 16 6 109 0 0 0 0 0 1:40 PM 3 1 2 0 3 0 3 1 2 8 2 0 25 0 0 0 0 0 1:55 PM 1 3 2 0 4 0 1 1 3 8 0 0 23 0 0 0 0 0 VOLUMES 11 11 52 2 12 5 8 13 9 57 20 6 206 0 0 0 0 0 APPROACH % 15% 15% 70% 11% 63% 26% 27% 43% 30% 69% 24% 7% APP/DEPART 74 / 25 19 / 78 30 / 67 83 / 36 0
BEGIN PEAK HR
VOLUMES 11 11 52 2 12 5 8 13 9 57 20 6 206 APPROACH % 15% 15% 70% 11% 63% 26% 27% 43% 30% 69% 24% 7% PEAK HR FACTOR 0.561 0.679 0.625 0.340 0.472
APP/DEPART 74 / 25 19 / 78 30 / 67 83 / 36 0 Palmgrove
NORTH SIDE
Russell WEST SIDE EAST SIDE Russell
SOUTH SIDE
Palmgrove
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 6 0 1 0 7 5 0 0 0 5 1 0 1 0 2 0 0 0 0 0 7:40 AM 5 0 0 2 7 1 0 0 0 1 0 0 0 0 0 4 0 0 2 6 7:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 11 0 1 2 14 6 0 0 0 6 1 0 1 0 2 4 0 0 2 6 1:10 PM 5 0 0 2 7 4 0 0 2 6 0 0 0 0 0 1 0 0 0 1 1:25 PM 21 3 3 13 40 12 2 1 6 21 0 0 1 0 1 9 1 1 7 18 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 3 0 0 0 3 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 TOTAL 29 3 3 15 50 17 2 1 8 28 0 0 1 0 1 12 1 1 7 21
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Palmgrove
Russell
U-TURNS
Palmgrove Palmgrove Russell Russell
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 23
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X X X X X 1 X X 1 X 0 0 0 0
7:25 AM 0 0 0 0 0 0 0 67 0 0 86 0 153 0 0 0 0 0 7:40 AM 0 0 0 0 0 0 0 93 0 0 131 0 224 0 0 0 0 0 7:55 AM 0 0 0 0 0 0 0 85 0 0 95 0 180 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 74 0 0 47 0 121 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 319 0 0 359 0 678 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 319 / 319 359 / 359 0
BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 319 0 0 359 0 678 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.858 0.685 0.757
APP/DEPART 0 / 0 0 / 0 319 / 319 359 / 359 0 01:10 PM 0 0 0 0 0 0 0 87 0 0 100 0 187 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 104 0 0 132 0 236 0 0 0 0 0 1:40 PM 0 0 0 0 0 0 0 102 0 0 99 0 201 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 81 0 0 86 0 167 0 0 0 0 0 VOLUMES 0 0 0 0 0 0 0 374 0 0 417 0 791 0 0 0 0 0 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 374 / 374 417 / 417 0
BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 374 0 0 417 0 791 APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.899 0.790 0.838
APP/DEPART 0 / 0 0 / 0 374 / 374 417 / 417 0 Montvue ES
NORTH SIDE
San Bernardino WEST SIDE EAST SIDE San Bernardino
SOUTH SIDE
Montvue ES
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 7:40 AM 10 0 2 0 12 0 0 0 0 0 0 0 2 0 2 10 0 0 0 10 7:55 AM 12 0 0 0 12 3 0 0 0 3 0 0 0 0 0 9 0 0 0 9 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 27 0 2 0 29 3 0 0 0 3 0 0 2 0 2 24 0 0 0 24 1:10 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1:25 PM 60 0 0 0 60 14 0 0 0 14 0 0 0 0 0 46 0 0 0 46 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 62 0 0 0 62 16 0 0 0 16 0 0 0 0 0 46 0 0 0 46
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Montvue ES
San Bernardino
U-TURNS
Montvue ES Montvue ES San Bernardino San Bernardino
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 24
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 16 3 9 2 8 6 0 13 10 8 35 3 113 0 0 0 0 0 7:40 AM 29 8 30 2 12 2 2 26 8 9 44 2 174 0 0 0 0 0 7:55 AM 11 12 33 7 9 4 4 40 6 15 27 6 174 0 0 0 0 0 8:10 AM 7 7 1 2 5 3 0 15 4 2 23 4 73 0 0 0 0 0 VOLUMES 63 30 73 13 34 15 6 94 28 34 129 15 534 0 0 0 0 0 APPROACH % 38% 18% 44% 21% 55% 24% 5% 73% 22% 19% 72% 8% APP/DEPART 166 / 51 62 / 96 128 / 180 178 / 207 0
BEGIN PEAK HR
VOLUMES 63 30 73 13 34 15 6 94 28 34 129 15 534 APPROACH % 38% 18% 44% 21% 55% 24% 5% 73% 22% 19% 72% 8% PEAK HR FACTOR 0.619 0.775 0.640 0.809 0.767
APP/DEPART 166 / 51 62 / 96 128 / 180 178 / 207 0 01:10 PM 6 7 6 0 1 1 8 14 4 5 23 3 78 0 0 0 0 0 1:25 PM 11 6 25 7 10 4 4 24 6 9 29 9 144 0 0 0 0 0 1:40 PM 12 8 16 3 4 2 1 24 6 8 24 0 108 0 0 0 0 0 1:55 PM 4 4 6 2 4 0 0 21 5 4 23 0 73 0 0 0 1 1 VOLUMES 33 25 53 12 19 7 13 83 21 26 99 12 403 0 0 0 1 1 APPROACH % 30% 23% 48% 32% 50% 18% 11% 71% 18% 19% 72% 9% APP/DEPART 111 / 50 38 / 65 117 / 149 137 / 139 0
BEGIN PEAK HR
VOLUMES 33 25 53 12 19 7 13 83 21 26 99 12 403 APPROACH % 30% 23% 48% 32% 50% 18% 11% 71% 18% 19% 72% 9% PEAK HR FACTOR 0.661 0.452 0.860 0.729 0.700
APP/DEPART 111 / 50 38 / 65 117 / 149 137 / 139 0 Washington
NORTH SIDE
Lincoln WEST SIDE EAST SIDE Lincoln
SOUTH SIDE
Washington
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 9 9 0 21 2 7 4 0 13 0 0 0 0 0 1 2 5 0 8 7:40 AM 7 33 14 6 60 5 20 6 4 35 0 0 0 0 0 2 13 8 2 25 7:55 AM 8 25 45 7 85 6 17 24 5 52 0 0 0 0 0 2 8 21 2 33 8:10 AM 0 10 1 3 14 0 6 1 3 10 0 0 0 0 0 0 4 0 0 4 TOTAL 18 77 69 16 180 13 50 35 12 110 0 0 0 0 0 5 27 34 4 70 1:10 PM 0 7 12 1 20 0 7 12 1 20 0 0 0 0 0 0 0 0 0 0 1:25 PM 10 52 85 16 163 3 28 38 10 79 0 0 0 0 0 7 24 47 6 84 1:40 PM 2 6 1 1 10 2 1 0 0 3 0 0 0 1 1 0 5 1 0 6 1:55 PM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 12 67 99 18 196 5 38 51 11 105 0 0 0 1 1 7 29 48 6 90
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
Washington
Lincoln
U-TURNS
Washington Washington Lincoln Lincoln
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 25
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 1 1 0 0 0 0 0
7:25 AM 1 112 19 15 91 3 1 28 4 22 19 29 344 0 0 0 0 0 7:40 AM 3 108 18 21 144 3 5 41 5 35 31 39 453 0 0 0 0 0 7:55 AM 3 96 29 25 124 3 1 38 3 35 22 27 406 0 0 0 0 0 8:10 AM 2 71 14 21 87 1 1 6 2 14 11 14 244 0 0 0 0 0 VOLUMES 9 387 80 82 446 10 8 113 14 106 83 109 1,447 0 0 0 0 0 APPROACH % 2% 81% 17% 15% 83% 2% 6% 84% 10% 36% 28% 37% APP/DEPART 476 / 504 538 / 566 135 / 275 298 / 102 0
BEGIN PEAK HR
VOLUMES 9 387 80 82 446 10 8 113 14 106 83 109 1,447 APPROACH % 2% 81% 17% 15% 83% 2% 6% 84% 10% 36% 28% 37% PEAK HR FACTOR 0.902 0.801 0.662 0.710 0.799
APP/DEPART 476 / 504 538 / 566 135 / 275 298 / 102 0 01:10 PM 3 99 16 14 79 1 0 18 3 15 5 17 270 0 0 0 0 0 1:25 PM 1 83 23 23 98 2 3 23 1 37 34 20 348 0 0 0 0 0 1:40 PM 2 90 14 16 110 3 2 8 2 13 10 25 295 0 0 0 0 0 1:55 PM 3 110 16 7 89 4 0 14 4 13 7 13 280 0 0 0 0 0 VOLUMES 9 382 69 60 376 10 5 63 10 78 56 75 1,193 0 0 0 0 0 APPROACH % 2% 83% 15% 13% 84% 2% 6% 81% 13% 37% 27% 36% APP/DEPART 460 / 462 446 / 464 78 / 192 209 / 75 0
BEGIN PEAK HR
VOLUMES 9 382 69 60 376 10 5 63 10 78 56 75 1,193 APPROACH % 2% 83% 15% 13% 84% 2% 6% 81% 13% 37% 27% 36% PEAK HR FACTOR 0.891 0.864 0.722 0.574 0.857
APP/DEPART 460 / 462 446 / 464 78 / 192 209 / 75 0 San Antonio
NORTH SIDE
Kingsley WEST SIDE EAST SIDE Kingsley
SOUTH SIDE
San Antonio
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 33 5 11 11 60 9 3 3 4 19 2 0 0 0 2 22 2 8 7 39 7:40 AM 10 4 11 3 28 0 0 2 1 3 2 0 1 1 4 8 4 8 1 21 7:55 AM 18 7 18 4 47 7 3 7 0 17 0 1 0 1 2 11 3 11 3 28 8:10 AM 8 2 5 1 16 5 1 3 0 9 0 0 0 0 0 3 1 2 1 7 TOTAL 69 18 45 19 151 21 7 15 5 48 4 1 1 2 8 44 10 29 12 95 1:10 PM 5 11 12 0 28 4 7 11 0 22 0 1 0 0 1 1 3 1 0 5 1:25 PM 42 26 71 12 151 19 12 35 4 70 2 0 1 2 5 21 14 35 6 76 1:40 PM 0 2 1 1 4 0 1 0 1 2 0 0 1 0 1 0 1 0 0 1 1:55 PM 5 0 1 0 6 2 0 0 0 2 0 0 0 0 0 3 0 1 0 4 TOTAL 52 39 85 13 189 25 20 46 5 96 2 1 2 2 7 25 18 37 6 86
U-TURNS
San Antonio San Antonio Kingsley Kingsley
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Pomona
San Antonio
Kingsley
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 26
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 0 0 0 0 0
7:25 AM 0 0 0 5 0 22 19 21 0 0 49 15 131 0 0 2 0 2 7:40 AM 0 0 0 7 0 14 13 47 0 0 55 14 150 0 0 0 0 0 7:55 AM 0 0 0 8 0 8 13 47 0 0 40 12 128 0 0 0 0 0 8:10 AM 0 0 0 3 0 4 3 27 0 0 24 0 61 0 0 1 0 1 VOLUMES 0 0 0 23 0 48 48 142 0 0 168 41 470 0 0 3 0 3 APPROACH % 0% 0% 0% 32% 0% 68% 25% 75% 0% 0% 80% 20%
APP/DEPART 0 / 86 71 / 0 190 / 165 209 / 219 0
BEGIN PEAK HR
VOLUMES 0 0 0 23 0 48 48 142 0 0 168 41 470 APPROACH % 0% 0% 0% 32% 0% 68% 25% 75% 0% 0% 80% 20%
PEAK HR FACTOR 0.000 0.657 0.792 0.757 0.783
APP/DEPART 0 / 86 71 / 0 190 / 165 209 / 219 0 01:10 PM 0 0 0 3 0 7 9 25 0 0 39 11 94 0 0 0 0 0 1:25 PM 0 0 0 22 0 36 17 41 0 0 27 19 162 0 0 0 0 0 1:40 PM 0 0 0 0 0 5 1 37 0 0 37 3 83 0 0 0 0 0 1:55 PM 0 0 0 5 0 7 10 23 0 0 25 3 73 0 0 1 0 1 VOLUMES 0 0 0 30 0 55 37 126 0 0 128 36 412 0 0 1 0 1 APPROACH % 0% 0% 0% 35% 0% 65% 23% 77% 0% 0% 78% 22%
APP/DEPART 0 / 72 85 / 0 163 / 156 164 / 184 0
BEGIN PEAK HR
VOLUMES 0 0 0 30 0 55 37 126 0 0 128 36 412 APPROACH % 0% 0% 0% 35% 0% 65% 23% 77% 0% 0% 78% 22%
PEAK HR FACTOR 0.000 0.366 0.703 0.820 0.636
APP/DEPART 0 / 72 85 / 0 163 / 156 164 / 184 0 Madeleine
NORTH SIDE
Kingsley WEST SIDE EAST SIDE Kingsley
SOUTH SIDE
Madeleine
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 13 0 2 0 15 4 0 1 0 5 2 0 0 0 2 7 0 1 0 8 7:40 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 7:55 AM 4 0 0 1 5 1 0 0 1 2 0 0 0 0 0 3 0 0 0 3 8:10 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 TOTAL 21 0 2 1 24 9 0 1 1 11 2 0 0 0 2 10 0 1 0 11 1:10 PM 7 0 0 0 7 3 0 0 0 3 0 0 0 0 0 4 0 0 0 4 1:25 PM 18 1 1 0 20 6 0 1 0 7 0 1 0 0 1 12 0 0 0 12 1:40 PM 3 0 0 1 4 0 0 0 1 1 0 0 0 0 0 3 0 0 0 3 1:55 PM 4 0 0 1 5 1 0 0 1 2 0 0 0 0 0 3 0 0 0 3 TOTAL 32 1 1 2 36 10 0 1 2 13 0 1 0 0 1 22 0 0 0 22
U-TURNS
Madeleine Madeleine Kingsley Kingsley
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Madeleine
Kingsley
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 27
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:25 AM 21 0 2 0 0 0 0 24 11 4 54 0 116 0 0 0 2 2 7:40 AM 56 0 8 0 0 0 0 33 26 11 74 0 208 0 0 1 0 1 7:55 AM 13 0 1 0 0 0 0 21 15 4 35 0 89 0 0 1 0 1 8:10 AM 5 0 2 0 0 0 0 8 0 3 7 0 25 0 0 0 0 0 VOLUMES 95 0 13 0 0 0 0 86 52 22 170 0 442 0 0 2 2 4 APPROACH % 88% 0% 12% 0% 0% 0% 0% 61% 37% 11% 88% 0%
APP/DEPART 108 / 0 0 / 74 140 / 101 194 / 267 0
BEGIN PEAK HR
VOLUMES 95 0 13 0 0 0 0 86 52 22 170 0 442 APPROACH % 88% 0% 12% 0% 0% 0% 0% 61% 37% 11% 88% 0%
PEAK HR FACTOR 0.422 0.000 0.583 0.571 0.529
APP/DEPART 108 / 0 0 / 74 140 / 101 194 / 267 0 01:10 PM 3 0 1 0 0 0 0 17 3 2 12 0 38 0 0 0 0 0 1:25 PM 6 0 2 0 0 0 0 12 2 1 12 0 35 0 0 0 0 0 1:40 PM 6 0 5 0 0 0 0 7 0 3 12 0 33 1 0 0 0 1 1:55 PM 7 0 2 0 0 0 0 8 4 1 17 0 39 0 0 0 1 1 VOLUMES 22 0 10 0 0 0 0 44 9 7 53 0 147 1 0 0 1 2 APPROACH % 67% 0% 30% 0% 0% 0% 0% 83% 17% 11% 87% 0%
APP/DEPART 33 / 0 0 / 17 53 / 55 61 / 75 0
BEGIN PEAK HR
VOLUMES 22 0 10 0 0 0 0 44 9 7 53 0 147 APPROACH % 67% 0% 30% 0% 0% 0% 0% 83% 17% 11% 87% 0%
PEAK HR FACTOR 0.688 0.000 0.663 0.803 0.919
APP/DEPART 33 / 0 0 / 17 53 / 55 61 / 75 0 Caswell
NORTH SIDE
Lincoln WEST SIDE EAST SIDE Lincoln
SOUTH SIDE
Caswell
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 4 0 13 17 0 0 0 0 0 0 0 0 0 0 0 4 0 13 17 7:40 AM 0 21 1 28 50 0 0 0 0 0 0 0 0 0 0 0 21 1 28 50 7:55 AM 0 0 0 3 3 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 8:10 AM 0 0 0 4 4 0 0 0 1 1 0 0 0 0 0 0 0 0 3 3 TOTAL 0 25 1 48 74 0 0 0 2 2 0 0 0 1 1 0 25 1 45 71 1:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:40 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS
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Caswell
Lincoln
U-TURNS
Caswell Caswell Lincoln Lincoln
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 28
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 0 0 2 X X X X 0 X 0 0 0 0 0
7:25 AM 0 180 9 8 188 0 0 0 0 10 0 35 430 0 0 0 0 0 7:40 AM 0 207 25 18 204 0 0 0 0 42 0 64 560 0 0 0 0 0 7:55 AM 0 171 9 12 190 0 0 0 0 15 0 30 427 0 0 0 0 0 8:10 AM 0 148 1 9 155 0 0 0 0 5 0 12 330 0 0 0 0 0 VOLUMES 0 706 44 47 737 0 0 0 0 72 0 141 1,747 0 0 0 0 0 APPROACH % 0% 94% 6% 6% 94% 0% 0% 0% 0% 34% 0% 66%
APP/DEPART 750 / 847 784 / 809 0 / 91 213 / 0 0
BEGIN PEAK HR
VOLUMES 0 706 44 47 737 0 0 0 0 72 0 141 1,747 APPROACH % 0% 94% 6% 6% 94% 0% 0% 0% 0% 34% 0% 66%
PEAK HR FACTOR 0.808 0.883 0.000 0.502 0.780
APP/DEPART 750 / 847 784 / 809 0 / 91 213 / 0 0 01:10 PM 0 147 6 15 201 0 0 0 0 1 0 14 384 0 0 0 0 0 1:25 PM 0 195 5 7 187 0 0 0 0 3 0 7 404 0 0 0 0 0 1:40 PM 0 156 2 7 204 0 0 0 0 2 0 9 380 0 0 0 0 0 1:55 PM 0 165 5 15 213 0 0 0 0 2 0 4 404 0 0 0 0 0 VOLUMES 0 663 18 44 805 0 0 0 0 8 0 34 1,572 0 0 0 0 0 APPROACH % 0% 97% 3% 5% 95% 0% 0% 0% 0% 19% 0% 81%
APP/DEPART 681 / 697 849 / 813 0 / 62 42 / 0 0
BEGIN PEAK HR
VOLUMES 0 663 18 44 805 0 0 0 0 8 0 34 1,572 APPROACH % 0% 97% 3% 5% 95% 0% 0% 0% 0% 19% 0% 81%
PEAK HR FACTOR 0.851 0.931 0.000 0.700 0.973
APP/DEPART 681 / 697 849 / 813 0 / 62 42 / 0 0 Towne
NORTH SIDE
Lincoln WEST SIDE EAST SIDE Lincoln
SOUTH SIDE
Towne
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 4 0 0 1 5 0 0 0 0 0 0 0 0 0 0 4 0 0 1 5 7:40 AM 5 0 1 0 6 1 0 1 0 2 0 0 0 0 0 4 0 0 0 4 7:55 AM 3 0 2 0 5 0 0 0 0 0 0 0 0 0 0 3 0 2 0 5 8:10 AM 3 0 1 0 4 2 0 1 0 3 0 0 0 0 0 1 0 0 0 1 TOTAL 15 0 4 1 20 3 0 2 0 5 0 0 0 0 0 12 0 2 1 15 1:10 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1:25 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1:40 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:55 PM 4 0 0 0 4 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 TOTAL 7 0 1 0 8 7 0 1 0 8 0 0 0 0 0 0 0 0 0 0
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Towne
Lincoln
U-TURNS
Towne Towne Lincoln Lincoln
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 29
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 6 159 0 1 155 1 1 0 2 0 2 4 331 0 0 0 0 0 7:40 AM 9 218 0 3 171 2 1 1 7 3 2 6 423 0 0 0 0 0 7:55 AM 13 200 0 4 202 3 4 3 3 0 8 6 446 0 0 0 0 0 8:10 AM 5 162 2 5 194 3 0 0 0 1 1 1 374 0 0 0 0 0 VOLUMES 33 739 2 13 722 9 6 4 12 4 13 17 1,574 0 0 0 0 0 APPROACH % 4% 95% 0% 2% 97% 1% 27% 18% 55% 12% 38% 50%
APP/DEPART 774 / 762 744 / 738 22 / 19 34 / 55 0
BEGIN PEAK HR
VOLUMES 33 739 2 13 722 9 6 4 12 4 13 17 1,574 APPROACH % 4% 95% 0% 2% 97% 1% 27% 18% 55% 12% 38% 50%
PEAK HR FACTOR 0.852 0.890 0.550 0.607 0.882
APP/DEPART 774 / 762 744 / 738 22 / 19 34 / 55 0 01:10 PM 6 172 1 5 168 3 0 1 0 2 3 3 364 0 0 0 0 0 1:25 PM 10 201 1 3 189 1 3 3 8 0 2 3 424 1 0 0 0 1 1:40 PM 0 192 1 3 195 2 0 0 1 0 0 0 394 0 0 0 0 0 1:55 PM 3 174 0 5 194 1 0 0 2 2 0 2 383 0 0 0 0 0 VOLUMES 19 739 3 16 746 7 3 4 11 4 5 8 1,565 1 0 0 0 1 APPROACH % 2% 97% 0% 2% 97% 1% 17% 22% 61% 24% 29% 47%
APP/DEPART 761 / 750 769 / 762 18 / 23 17 / 30 0
BEGIN PEAK HR
VOLUMES 19 739 3 16 746 7 3 4 11 4 5 8 1,565 APPROACH % 2% 97% 0% 2% 97% 1% 17% 22% 61% 24% 29% 47%
PEAK HR FACTOR 0.897 0.961 0.321 0.531 0.923
APP/DEPART 761 / 750 769 / 762 18 / 23 17 / 30 0 Garey
NORTH SIDE
Jefferson WEST SIDE EAST SIDE Jefferson
SOUTH SIDE
Garey
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 6 0 1 3 10 5 0 1 1 7 1 0 0 2 3 0 0 0 0 0 7:40 AM 6 0 1 2 9 4 0 1 1 6 0 0 0 1 1 2 0 0 0 2 7:55 AM 2 0 1 0 3 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 14 0 3 5 22 11 0 3 2 16 1 0 0 3 4 2 0 0 0 2 1:10 PM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1:25 PM 8 0 0 0 8 8 0 0 0 8 0 0 0 0 0 0 0 0 0 0 1:40 PM 2 0 1 1 4 2 0 1 0 3 0 0 0 1 1 0 0 0 0 0 1:55 PM 0 0 1 1 2 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 TOTAL 11 0 3 2 16 11 0 2 1 14 0 0 1 1 2 0 0 0 0 0
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Garey
Jefferson
U-TURNS
Garey Garey Jefferson Jefferson
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 12, 22 NORTH & SOUTH: LOCATION #: 30
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 X X 1 X X X X X X X 0 0 0 0
7:25 AM 0 41 0 0 12 0 0 0 0 0 0 0 53 0 0 0 0 0 7:40 AM 0 42 0 0 28 0 0 0 0 0 0 0 70 0 0 0 0 0 7:55 AM 0 35 0 0 23 0 0 0 0 0 0 0 58 0 0 0 0 0 8:10 AM 0 9 0 0 14 0 0 0 0 0 0 0 23 0 0 0 0 0 VOLUMES 0 127 0 0 77 0 0 0 0 0 0 0 204 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 127 / 127 77 / 77 0 / 0 0 / 0 0
BEGIN PEAK HR
VOLUMES 0 127 0 0 77 0 0 0 0 0 0 0 204 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.756 0.688 0.000 0.000 0.729
APP/DEPART 127 / 127 77 / 77 0 / 0 0 / 0 0 01:10 PM 0 18 0 0 12 0 0 0 0 0 0 0 30 0 0 0 0 0 1:25 PM 0 31 0 0 31 0 0 0 0 0 0 0 62 0 0 0 0 0 1:40 PM 0 3 0 0 10 0 0 0 0 0 0 0 13 0 0 0 0 0 1:55 PM 0 8 0 0 13 0 0 0 0 0 0 0 21 0 0 0 0 0 VOLUMES 0 60 0 0 66 0 0 0 0 0 0 0 126 0 0 0 0 0 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 60 / 60 66 / 66 0 / 0 0 / 0 0
BEGIN PEAK HR
VOLUMES 0 60 0 0 66 0 0 0 0 0 0 0 126 APPROACH % 0% 100% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.484 0.532 0.000 0.000 0.508
APP/DEPART 60 / 60 66 / 66 0 / 0 0 / 0 0 Gordon
NORTH SIDE
Lincoln ES WEST SIDE EAST SIDE Lincoln ES
SOUTH SIDE
Gordon
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 7:40 AM 6 0 0 0 6 2 0 0 0 2 0 0 0 0 0 4 0 0 0 4 7:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 7 0 0 0 7 2 0 0 0 2 0 0 0 0 0 5 0 0 0 5 1:10 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:25 PM 24 0 0 0 24 8 0 0 0 8 0 0 0 0 0 16 0 0 0 16 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:55 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 TOTAL 25 0 0 1 26 9 0 0 0 9 0 0 0 1 1 16 0 0 0 16
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Gordon
Lincoln ES
U-TURNS
Gordon Gordon Lincoln ES Lincoln ES
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 31
EAST & WEST: CONTROL: STOP E/W
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 2 33 6 1 30 0 1 0 5 11 0 14 103 0 0 0 0 0 7:40 AM 3 71 12 18 59 1 0 3 4 33 2 29 235 0 0 0 0 0 7:55 AM 4 47 14 12 52 1 1 0 4 24 1 42 202 0 0 0 0 0 8:10 AM 3 26 1 0 31 2 1 0 1 6 0 7 78 1 0 0 0 1 VOLUMES 12 177 33 31 172 4 3 3 14 74 3 92 618 1 0 0 0 1 APPROACH % 5% 80% 15% 15% 83% 2% 15% 15% 70% 44% 2% 54% APP/DEPART 222 / 272 207 / 261 20 / 67 169 / 18 0
BEGIN PEAK HR
VOLUMES 12 177 33 31 172 4 3 3 14 74 3 92 618 APPROACH % 5% 80% 15% 15% 83% 2% 15% 15% 70% 44% 2% 54% PEAK HR FACTOR 0.645 0.663 0.714 0.631 0.657
APP/DEPART 222 / 272 207 / 261 20 / 67 169 / 18 0 01:10 PM 5 35 10 8 44 6 8 0 8 2 0 6 132 0 0 0 0 0 1:25 PM 8 48 5 10 48 9 4 2 6 31 2 50 223 1 0 0 0 1 1:40 PM 6 48 1 3 50 3 2 0 4 16 1 18 152 2 0 0 0 2 1:55 PM 9 52 2 2 48 1 5 0 7 2 0 6 134 4 0 0 0 4 VOLUMES 28 183 18 23 190 19 19 2 25 51 3 80 641 7 0 0 0 7 APPROACH % 12% 80% 8% 10% 82% 8% 41% 4% 54% 38% 2% 60%
APP/DEPART 229 / 282 232 / 273 46 / 43 134 / 43 0
BEGIN PEAK HR
VOLUMES 28 183 18 23 190 19 19 2 25 51 3 80 641 APPROACH % 12% 80% 8% 10% 82% 8% 41% 4% 54% 38% 2% 60%
PEAK HR FACTOR 0.909 0.866 0.719 0.404 0.719
APP/DEPART 229 / 282 232 / 273 46 / 43 134 / 43 0 Hamilton
NORTH SIDE
8th WEST SIDE EAST SIDE 8th
SOUTH SIDE
Hamilton
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 7:40 AM 0 0 0 5 5 0 0 0 2 2 0 0 0 1 1 0 0 0 2 2 7:55 AM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 8:10 AM 1 0 2 2 5 1 0 2 2 5 0 0 0 0 0 0 0 0 0 0 TOTAL 1 2 3 8 14 1 2 3 5 11 0 0 0 1 1 0 0 0 2 2 1:10 PM 1 0 2 2 5 1 0 2 1 4 0 0 0 1 1 0 0 0 0 0 1:25 PM 2 0 3 9 14 2 0 0 5 7 0 0 0 1 1 0 0 3 3 6 1:40 PM 0 0 3 3 6 0 0 3 0 3 0 0 0 0 0 0 0 0 3 3 1:55 PM 0 0 3 7 10 0 0 3 3 6 0 0 0 0 0 0 0 0 4 4 TOTAL 3 0 11 21 35 3 0 8 9 20 0 0 0 2 2 0 0 3 10 13
U-TURNS
Hamilton Hamilton 8th 8th
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Hamilton
8th
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 32
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 1 0 0 0 0 0
7:25 AM 9 153 1 9 131 13 8 12 22 8 9 12 387 0 0 0 0 0 7:40 AM 11 194 8 11 160 6 9 25 44 30 31 7 536 0 0 0 0 0 7:55 AM 10 194 7 13 135 11 13 16 33 26 17 15 490 0 0 0 0 0 8:10 AM 6 116 1 4 92 4 8 7 9 9 2 6 264 0 0 0 0 0 VOLUMES 36 657 17 37 518 34 38 60 108 73 59 40 1,677 0 0 0 0 0 APPROACH % 5% 93% 2% 6% 88% 6% 18% 29% 52% 42% 34% 23%
APP/DEPART 710 / 735 589 / 699 206 / 114 172 / 129 0
BEGIN PEAK HR
VOLUMES 36 657 17 37 518 34 38 60 108 73 59 40 1,677 APPROACH % 5% 93% 2% 6% 88% 6% 18% 29% 52% 42% 34% 23%
PEAK HR FACTOR 0.833 0.832 0.660 0.632 0.782
APP/DEPART 710 / 735 589 / 699 206 / 114 172 / 129 0 01:10 PM 9 96 8 7 87 14 2 9 18 19 11 11 291 0 0 0 0 0 1:25 PM 6 128 14 7 102 8 27 30 30 16 17 11 396 0 0 0 0 0 1:40 PM 10 118 8 9 110 5 6 17 16 6 12 8 325 0 0 0 0 0 1:55 PM 10 111 6 2 101 1 5 10 13 8 14 12 293 0 0 0 0 0 VOLUMES 35 453 36 25 400 28 40 66 77 49 54 42 1,305 0 0 0 0 0 APPROACH % 7% 86% 7% 6% 88% 6% 22% 36% 42% 34% 37% 29%
APP/DEPART 524 / 535 453 / 526 183 / 127 145 / 117 0
BEGIN PEAK HR
VOLUMES 35 453 36 25 400 28 40 66 77 49 54 42 1,305 APPROACH % 7% 86% 7% 6% 88% 6% 22% 36% 42% 34% 37% 29%
PEAK HR FACTOR 0.885 0.913 0.526 0.824 0.824
APP/DEPART 524 / 535 453 / 526 183 / 127 145 / 117 0 White
NORTH SIDE
Grand WEST SIDE EAST SIDE Grand
SOUTH SIDE
White
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 2 6 7 13 28 1 2 2 8 13 0 0 0 0 0 1 4 5 5 15 7:40 AM 12 11 12 20 55 5 5 3 9 22 0 0 0 0 0 7 6 9 11 33 7:55 AM 5 33 8 21 67 1 17 5 9 32 1 0 0 1 2 3 16 3 11 33 8:10 AM 2 3 1 1 7 1 2 1 1 5 1 0 0 0 1 0 1 0 0 1 TOTAL 21 53 28 55 157 8 26 11 27 72 2 0 0 1 3 11 27 17 27 82 1:10 PM 2 13 1 11 27 2 12 1 9 24 0 0 0 0 0 0 1 0 2 3 1:25 PM 16 78 20 73 187 4 20 4 21 49 0 0 0 1 1 12 58 16 51 137 1:40 PM 0 1 0 7 8 0 0 0 1 1 0 0 0 0 0 0 1 0 6 7 1:55 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 TOTAL 18 92 21 92 223 6 32 5 32 75 0 0 0 1 1 12 60 16 59 147
U-TURNS
White White Grand Grand
INTERSECTION TURNING MOVEMENT COUNTS
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White
Grand
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 33
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:25 AM 0 0 0 2 0 0 2 38 1 7 16 0 66 0 0 1 1 2 7:40 AM 0 0 0 3 0 1 1 69 0 3 28 1 106 0 0 0 0 0 7:55 AM 0 0 0 5 0 0 0 54 1 2 39 5 106 0 0 0 0 0 8:10 AM 0 0 1 1 0 0 0 15 0 2 12 0 31 0 0 0 0 0 VOLUMES 0 0 1 11 0 1 3 176 2 14 95 6 309 0 0 1 1 2 APPROACH % 0% 0% 100% 92% 0% 8% 2% 97% 1% 12% 83% 5%
APP/DEPART 1 / 8 12 / 15 181 / 189 115 / 97 0
BEGIN PEAK HR
VOLUMES 0 0 1 11 0 1 3 176 2 14 95 6 309 APPROACH % 0% 0% 100% 92% 0% 8% 2% 97% 1% 12% 83% 5%
PEAK HR FACTOR 0.250 0.600 0.646 0.625 0.729
APP/DEPART 1 / 8 12 / 15 181 / 189 115 / 97 0 01:10 PM 0 0 0 0 0 0 2 30 2 2 11 1 48 0 0 0 1 1 1:25 PM 1 1 1 4 0 4 1 46 0 0 33 5 96 0 0 0 0 0 1:40 PM 1 0 1 1 0 0 1 25 0 2 22 1 54 0 0 1 2 3 1:55 PM 0 0 0 2 0 0 0 20 0 0 22 0 44 0 0 0 0 0 VOLUMES 2 1 2 7 0 4 4 121 2 4 88 7 242 0 0 1 3 4 APPROACH % 40% 20% 40% 64% 0% 36% 3% 95% 2% 4% 89% 7%
APP/DEPART 5 / 11 11 / 3 127 / 133 99 / 95 0
BEGIN PEAK HR
VOLUMES 2 1 2 7 0 4 4 121 2 4 88 7 242 APPROACH % 40% 20% 40% 64% 0% 36% 3% 95% 2% 4% 89% 7%
PEAK HR FACTOR 0.417 0.344 0.676 0.651 0.630
APP/DEPART 5 / 11 11 / 3 127 / 133 99 / 95 0 Huntington
NORTH SIDE
Grand WEST SIDE EAST SIDE Grand
SOUTH SIDE
Huntington
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 0 11 0 3 14 0 6 0 1 7 0 0 0 0 0 0 5 0 2 7 7:40 AM 2 12 0 6 20 1 3 0 1 5 0 0 0 0 0 1 9 0 5 15 7:55 AM 4 11 2 17 34 2 4 1 12 19 0 0 0 0 0 2 7 1 5 15 8:10 AM 0 8 0 2 10 0 5 0 1 6 0 1 0 0 1 0 2 0 1 3 TOTAL 6 42 2 28 78 3 18 1 15 37 0 1 0 0 1 3 23 1 13 40 1:10 PM 1 17 1 9 28 1 14 1 7 23 0 0 0 0 0 0 3 0 2 5 1:25 PM 9 116 4 54 183 3 47 3 23 76 0 3 0 1 4 6 66 1 30 103 1:40 PM 0 14 0 0 14 0 9 0 0 9 0 0 0 0 0 0 5 0 0 5 1:55 PM 0 7 0 2 9 0 3 0 1 4 0 0 0 0 0 0 4 0 1 5 TOTAL 10 154 5 65 234 4 73 4 31 112 0 3 0 1 4 6 78 1 33 118
BICYCLE CROSSINGS SCHOOL AGE PED
AM PMAM
7:25 AM
PM
1:10 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
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Huntington
Grand
U-TURNS
Huntington Huntington Grand Grand
Add U-Turns to Left Turns
T42321
DATE: LOCATION: PROJECT #: SC3219
Wed, Jan 5, 22 NORTH & SOUTH: LOCATION #: 34
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0
7:25 AM 8 34 7 3 43 0 1 27 14 12 26 7 182 0 0 0 0 0 7:40 AM 18 86 25 6 96 2 5 52 33 26 49 9 407 0 0 0 0 0 7:55 AM 26 81 32 11 47 2 12 58 13 17 49 20 368 0 0 0 0 0 8:10 AM 11 39 9 2 25 2 2 35 3 5 26 9 168 0 0 0 0 0 VOLUMES 63 240 73 22 211 6 20 172 63 60 150 45 1,125 0 0 0 0 0 APPROACH % 17% 64% 19% 9% 88% 3% 8% 67% 25% 24% 59% 18% APP/DEPART 376 / 305 239 / 334 255 / 267 255 / 219 0
BEGIN PEAK HR
VOLUMES 63 240 73 22 211 6 20 172 63 60 150 45 1,125 APPROACH % 17% 64% 19% 9% 88% 3% 8% 67% 25% 24% 59% 18% PEAK HR FACTOR 0.676 0.575 0.708 0.741 0.691
APP/DEPART 376 / 305 239 / 334 255 / 267 255 / 219 0 01:10 PM 2 45 8 6 28 2 1 40 4 6 37 2 181 0 0 0 0 0 1:25 PM 11 58 11 8 31 4 8 46 8 20 43 25 273 0 0 0 0 0 1:40 PM 10 64 7 3 48 7 4 33 7 3 38 8 232 0 0 0 0 0 1:55 PM 10 43 10 3 38 1 6 47 4 9 28 9 208 0 0 0 0 0 VOLUMES 33 210 36 20 145 14 19 166 23 38 146 44 894 0 0 0 0 0 APPROACH % 12% 75% 13% 11% 81% 8% 9% 80% 11% 17% 64% 19% APP/DEPART 279 / 273 179 / 206 208 / 222 228 / 193 0
BEGIN PEAK HR
VOLUMES 33 210 36 20 145 14 19 166 23 38 146 44 894 APPROACH % 12% 75% 13% 11% 81% 8% 9% 80% 11% 17% 64% 19% PEAK HR FACTOR 0.861 0.772 0.839 0.648 0.819
APP/DEPART 279 / 273 179 / 206 208 / 222 228 / 193 0 Park
NORTH SIDE
Phillips WEST SIDE EAST SIDE Phillips
SOUTH SIDE
Park
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS E S WS TOTAL NS SS ES WS TOTAL 7:25 AM 3 1 8 5 17 2 1 3 1 7 0 0 1 1 2 1 0 4 3 8 7:40 AM 13 8 13 14 48 6 3 5 2 16 0 0 2 2 4 7 5 6 10 28 7:55 AM 12 6 8 3 29 7 4 6 2 19 0 0 0 0 0 5 2 2 1 10 8:10 AM 0 1 1 2 4 0 1 1 2 4 0 0 0 0 0 0 0 0 0 0 TOTAL 28 16 30 24 98 15 9 15 7 46 0 0 3 3 6 13 7 12 14 46 1:10 PM 4 1 2 0 7 4 1 2 0 7 0 0 0 0 0 0 0 0 0 0 1:25 PM 31 6 13 7 57 12 2 4 2 20 0 0 1 0 1 19 4 8 5 36 1:40 PM 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 1:55 PM 0 0 3 0 3 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 TOTAL 39 7 18 7 71 16 3 7 2 28 0 0 1 0 1 23 4 10 5 42