Local Roadway Safety Plan (LRSP) – In October 2019, the State of California announced a call for LRSP grant applications utilizing $10 million in State Highway Safety Improvement (HSIP) funds. The call for applications was restricted to agencies with a current SSAR project.
Since efforts on the City’s SSAR were underway, the City of Modesto was eligible to apply for these funds. The City of Modesto was successful in receiving $67,500 in HSIP grant funding for the development of an LRSP.
Federal regulations require each state to have a Strategic Highway Safety Plan (SHSP), which is a statewide traffic safety plan that coordinates the efforts of a wide range of organizations to reduce traffic accident fatalities and all injuries on public roads. The SHSP addresses the 4E’s of Traffic Safety: Engineering, Enforcement, Education and Emergency Services.
While the SHSP is a statewide approach to improving traffic safety, the Local Roadway Safety Plan (LRSP) provides local road owners, like the City of Modesto, the opportunity to address unique roadway safety needs while contributing to the success of the SHSP. Preparation of an LRSP report provides a framework to systematically identify and analyze safety problems and recommend safety improvements within local jurisdictions.
Caltrans advised agencies that having an LRSP in place prior to submittal of an application for Highway Safety Improvement Program Cycle 10 grant funds in 2020 was recommended and would be a requirement for applications in all future HSIP grant cycles.
Non-Motorized Master Plan Update – The goal of the Non-Motorized Plan Update and Bicycle and Pedestrian Design Guide is to act as a guide for active mobility within and around the City of Modesto by identifying an integrated network of walkways and bikeways that connect the City of Modesto neighborhoods and communities to employment, education, commercial and recreational destinations.
The goals of the Non-Motorized Master Plan Update were achieved by assessing the needs of bicyclists and pedestrians in the City of Modesto to identify local improvements and implementation strategies to encourage residents to use active modes of transportation for more of their daily trips and to identify methods for financing and implementation of the identified active transportation projects.
School Safety Program Study – The City of Modesto has 68 public schools in five (5) districts, consisting of 50 elementary schools, 11 middle schools and seven (7) high schools all with their own set of concerns and goals for student safety. The City first created a task force to establish school safety needs using Measure L Local Funding, however it quickly became apparent that there were many more needs than immediate resources available to address them. The School Safety Program Study was designed to inventory safety and traffic flow around schools and then evaluate and prioritize needs and create a fair and transparent system to utilize funding as it becomes available to make improvements within the public right-of-way around schools.
DISCUSSION:
Systemic Safety Analysis Report (SSAR) – The City of Modesto entered into a consultant Agreement with Fehr and Peers to produce an SSAR that analyzed collisions and near miss collision patterns throughout the City of Modesto based on roadway type and geometry. The #13..
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City Council, October 8, 2024
Acceptance of Engineering and Planning Document Reports Related to Bicyclist, Pedestrian and School Zone Safety
finalized report provides this information along with a list of recommended proposed projects with high benefit/cost ratios that would potentially be eligible for HSIP and other grant funds.
Local Roadway Safety Plan (LRSP) – The City of Modesto’s efforts on the SSAR were underway with Fehr and Peers when the LRSP grant was awarded. To receive the most benefit and utilize a majority of the collision pattern and analysis that had already been performed throughout the City, the existing contract with Fehr and Peers was amended to include the additional components of education and enforcement for the development of the LRSP. The finalized LRSP report meets all the program guideline requirements and meets the requirement allowing the City of Modesto to self-certify having an LRSP for all HSIP grant cycles.
Non-Motorized Master Plan Update – The City of Modesto entered into a consultant Agreement with Alta Planning and Design, Inc. to produce a comprehensive Active Transportation Plan (Non-Motorized Plan Update). The completed Non-Motorized Plan Update identifies the existing integrated network of walkways and bikeways connecting City of Modesto neighborhoods and communities to employment, education, commercial and recreational destinations. The completed Plan also prioritizes a set of connected projects that, when fully implemented, will increase active transportation opportunities making walking and biking safer and more convenient in the City of Modesto. The completed plan with prioritization methods also positions the city with a framework to prepare and compete for various grant funding programs.
School Safety Program Study – The City of Modesto entered into a consultant Agreement with Alta Planning and Design, Inc. to produce a School Safety Program Study. The finalized Plan includes data collection and an Americans with Disabilities (ADA) access survey, assessment of needs for bicycle and pedestrian facilities throughout the City of Modesto, provides prioritization criteria for future planned facilities, and makes recommendations for future projects.
FISCAL IMPACT:
The Systemic Safety Analysis Report (SSAR) was funded by $225,000 in HSIP grant funds and $25,000 in Local Measure L funds.
The Local Roadway Safety Plans (LRSP) was funded with $67,500 in State HSIP funds and $7,500 in Local Measure L funds.
The Non-Motorized Master Plan Update was funded with $300,000 in Local Measure L Funds.
The School Safety Program Study was funded with $250,000 in Local Measure L Funds.
CEQA/NEPA REQUIREMENTS:
Environmental review for each project will take place during the Preliminary Engineering phase.
COMMITTEE RECOMMENDATION:
This project was presented to the Economic Development Committee on September 9, 2024, and the Committee recommended forwarding this item to Council for approval. #13..
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City Council, October 8, 2024
Acceptance of Engineering and Planning Document Reports Related to Bicyclist, Pedestrian and School Zone Safety
RECOMMENDED COUNCIL ACTION:
Staff Recommendation:
Resolution accepting Engineering and Planning Document Reports related to bicyclist, pedestrian, and school zone safety: Systemic Safety Analysis Report (SSAR), Local Roadway Safety Plan (LRSP), Non-Motorized Master Plan Update and School Safety Program Study.
Approved by:
_________________
Toby Wells, Director of Engineering Services/City Engineer Joseph P. Lopez, City Manager
Attachments:
1. Resolution
2. Systemic Safety Analysis Report (SSAR)
3. Local Roadway Safety Plan (LRSP)
4. Non-Motorized Master Plan Update and the Bicycle and Pedestrian Design Guide
5. School Safety Program Study
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10/08/2024/ESD/M. Sacuskie 1 2024-
MODESTO CITY COUNCIL
RESOLUTION NO. 2024-
RESOLUTION ACCEPTING ENGINEERING AND PLANNING DOCUMENT
REPORTS RELATED TO BICYCLIST, PEDESTRIAN, AND SCHOOL ZONE SAFETY: SYSTEMIC SAFETY ANALYSIS REPORT (SSAR), LOCAL
ROADWAY SAFETY PLAN (LRSP), NON-MOTORIZED MASTER PLAN
UPDATE AND SCHOOL SAFETY PROGRAM STUDY
WHEREAS, over the past several years City staff has taken a pro-active approach in evaluating roadway networks to identify potential improvements focused on enhancing pedestrian and bicyclist safety throughout the City of Modesto and particularly in school zones; and
WHEREAS, City staff applied for grant funds for the Systemic Safety Analysis Report (SSAR) program, Local Roadway Safety Plan (LRSP), and dedicated Local Measure L funds for the Non-Motorized Master Plan Update and the School Safety Program Study; and
WHEREAS, the goal of the Systemic Safety Analysis Report (SSAR) is to utilize a defined set of criteria to proactively focus on evaluating roadway networks to identify potential improvements to increase bicycle and pedestrian safety; and WHEREAS, by performing a collision and roadway network analysis, this project had the goal of developing recommendations and systemic countermeasures that could be applied at similar intersections and roadway corridors throughout the City of Modesto; and
WHEREAS, Federal regulations require each state to have a Strategic Highway Safety Plan (SHSP), which is a statewide traffic safety plan that coordinates the efforts of a wide range of organizations to reduce traffic accident fatalities and all injuries on public roads; and
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10/08/2024/ESD/M. Sacuskie 2 2024-
WHEREAS, the SHSP addresses the 4E’s of Traffic Safety: Engineering, Enforcement, Education and Emergency Services; and
WHEREAS, the SHSP is a statewide approach to improving traffic safety, the Local Roadway Safety Plan (LRSP) provides local road owners, like the City of Modesto, the opportunity to address unique roadway safety needs while contributing to the success of the SHSP; and
WHEREAS, preparation of an LRSP report provides a framework to systematically identify and analyze safety problems and recommend safety improvements within local jurisdictions; and
WHEREAS, Caltrans advised agencies that having an LRSP in place prior to submittal of an application for Highway Safety Improvement Program Cycle 10 grant funds in 2020 was recommended and would be a requirement for applications in all future HSIP grant cycles; and
WHEREAS, the goal of the Non-Motorized Plan Update and Bicycle and Pedestrian Design Guide is to act as a guide for active mobility within and around the City of Modesto by identifying an integrated network of walkways and bikeways that connect the City of Modesto neighborhoods and communities to employment, education, commercial and recreational destinations; and
WHEREAS, the goals of the Non-Motorized Plan Update were achieved by assessing the needs of bicyclists and pedestrians in the City of Modesto to identify local improvements and implementation strategies to encourage residents to use active modes of transportation for more of their daily trips and to identify methods for financing and implementation of the identified active transportation projects; and #13..
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10/08/2024/ESD/M. Sacuskie 3 2024-
WHEREAS, the City first created a task force to establish school safety needs using Measure L Local Funding, however it quickly became apparent that there were many more needs than immediate resources available to address them; and WHEREAS, the School Safety Program Study was designed to inventory safety and traffic flow around schools and then evaluate and prioritize needs and create a fair and transparent system to utilize funding as it becomes available to make improvements within the public right-of-way around schools.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Modesto that it hereby accepts Engineering and Planning Document Reports related to bicyclist, pedestrian, and school zone safety: Systemic Safety Analysis Report (SSAR), Local Roadway Safety Plan (LRSP), Non-Motorized Master Plan Update and School Safety Program Study.
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10/08/2024/ESD/M. Sacuskie 4 2024-
The foregoing resolution was introduced at a regular meeting of the Council of the City of Modesto held on the 8th day of October, 2024, by Councilmember ?, who moved its adoption, which motion being duly seconded by Councilmember ?, was upon roll call carried and the resolution adopted by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ATTEST: _____________________________
DIANE NAYARES-PEREZ, CMC,
City Clerk
(SEAL)
APPROVED AS TO FORM:
BY: ________________________________
JOSE M. SANCHEZ, City Attorney
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systemic
safety
analysis
report
FINAL | NOVEMBER 2020 prepared by
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2 Modesto Systemic Safety Analysis Report
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Table of Contents 3
table of contents
Front Matter
Engineer’s Seal 6
Statement of Protection of Data from Discovery 7
Acknowledgements 8
Executive Summary 10
Summary & Analysis
of Safety Data
Summary of Safety Data Collected 14
Analysis of Safety Data Collected 18
Contextual Data, Systemic Analysis, and Collision Profiles 30 Safety Guidance
Guide for Addressing Systemic Collision Profiles 36
Countermeasures Guidance 64
Project Guidance
Project Recommendations 68
Funding and Implementation Recommendations 92
Back Matter
Conclusion 98
Appendix A: Countermeasure Toolbox 100
Appendix B: Walking Audit Route Map 112
1 2
3 4
5 #13..
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Front
Matter
1 • Engineer’s Seal
• Statement of Protection of Data from Discovery
• Acknowledgements
• Executive Summary
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Front Matter 7
statement of
protection of data
from discovery
and admissions
SECTION 148 OF TITLE 23, UNITED STATES CODE
REPORTS DISCOVERY AND ADMISSION INTO EVIDENCE OF CERTAIN REPORTS, SURVEYS, AND INFORMATION—Notwithstanding any other provision of law, reports, surveys, schedules, lists, or data compiled or collected for any purpose relating to this section, shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at the location identified or addressed in the reports, surveys, schedules, lists, or other data.
Under 23 U.S. Code § 409 and 23 U.S. Code § 148, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway-highway crossings are not subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data.
Considerations and Limitations of this Study
The analysis and recommendations in this report are conceptual in nature based upon limited information, and before implementing any changes, or using any of its information for design or construction, the City should conduct a more detailed analysis and prepare design drawings that reflect a subsequent review of field conditions.
This is a review based on a small sample size of collisions. Past trends do not necessarily indicate a current problem, and random fluctuations in crash locations/ frequency are expected.
The scope of this work, including study locations, time frame, and topics, was determined by the client. While it is possible that some locations or issues were not addressed in this report, nothing should be inferred by their omission. #13..
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8 Modesto Systemic Safety Analysis Report
acknowledgements
The 2020 City of Modesto Systemic
Safety Analysis Report was funded
through a Systemic Safety Analysis
Report Program (SSARP) grant provided by the California Department of Transportation (Caltrans).
Input was sought from an advisory
group consisting of staff from the City
of Modesto. Fehr & Peers assisted the
City of Modesto in preparing the plan.
Caltrans SSARP Grant ID:
SSARPL 5059(225)
City of Modesto Project Management
Sandeep Sandhu
Cindy van Emple
James Ashby
Michael Sacuskie
Phillip Soares
Scott Collins
Advisory Group Members
Sgt. Lance Nicolai
Modesto Police Department
Bobby Moser
Stanislaus County Health Services Agency
Kyle Fliflet
Stanislaus County Health Services Agency
Fehr & Peers Team
Meghan Mitman
Ben Fuller
Ryan McClain
Ashlee Takushi
Terence Zhao
Catrina Meyer
O’Dell Team
Mike Persak
Vionna Adams
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Front Matter 9
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10 Modesto Systemic Safety Analysis Report
The City of Modesto, situated on the
Tuolumne River in the northern San
Joaquin Valley, is the largest city in
Stanislaus County. It is located in
the Central Valley, 68 miles south of
Sacramento, 90 miles north of Fresno,
and 92 miles east of San Francisco.
Much of Modesto is surrounded by
rich farmland and was once served by
one of the busiest rail corridors in the
country.
The purpose of the City of Modesto’s
Systemic Safety Analysis Report
(SSAR) is to identify opportunities
for the City to improve safety for all
modes of travel through roadway
design projects that are relevant to
the project locations, feasible for
implementation, and competitive for
grant funding.
This plan lays the groundwork and
provides the resources necessary for
the preparation of successful Highway
Safety Improvement Program
(HSIP) and other local and federally
funded grant applications by the
City. This study was funded through
the SSAR program grant provided
by the California Department of
Transportation (Caltrans).
The SSAR program was initiated by
Caltrans to help local agencies take
a proactive approach to identifying
systemic and hot spot safety
improvement projects by completing
a system-wide, multi-year datadriven analysis of collisions. The SSAR includes collision and roadway
database development, review of local
collision data, a safety data analysis,
collision profile development, safety
countermeasure selection, and project
development.
Section 2 summarizes the safety
data used as part of the analysis
for this report. Five years of the
most current collision data (2011-
2015) were extracted from both the
Transportation Injury Mapping System
(TIMS) and Statewide Integrated
Traffic Records System (SWITRS)
database. The most frequent collision
types were broadside collisions
involving motor vehicles, bicycles, and
pedestrians. In addition to collision
data, several pieces of contextual
geographic data were analyzed in
conjunction with collisions including
posted speed, number of travel lanes,
intersection control, signal phasing,
and more.
The collision analysis process – also
described in Section 2 – involved
mapping collisions by mode and
severity for the purpose of identifying
collision hot spots, and a systemic
safety analysis that involved
connecting contextual variables with
collision factors. For the systemic
analysis process, thirteen key crash
types were identified involving
vehicle, bicycle and pedestrian
collisions, mapped, and paired with
The purpose of the City of Modesto’s Systemic Safety Analysis Report (SSAR) is to identify opportunities for the City to improve safety for all modes of travel through roadway design projects that are relevant to the project locations, feasible for implementation, and competitive for grant funding.
executive
summary
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Front Matter 11
potential safety countermeasures in
Section 3.
To address the safety patterns
identified in the collision analysis,
a safety Countermeasure Toolbox
is presented in the appendices.
The Toolbox includes a set of
infrastructure improvement projects
that can be used in HSIP funding
applications. Each countermeasure is
described along with key information
from the California Local Roadway
Safety Manual, including crash
reduction factors and opportunities
for systemic implementation. These
countermeasures are used in the
project lists in Section 4 and can
be a resource to the City for future
planning and safety improvements.
Section 4 includes a variety of
recommended priority projects at
intersections, mid-block locations,
and along roadway segments. The
locations of these projects represent
a variety of roadway contexts seen
throughout the City of Modesto. To
aid in the preparation of HSIP grant
applications, project cut sheets were
developed for ten projects, which
include cost estimates, benefit/cost
ratios, and planning graphics that
illustrate the proposed improvements.
The estimated total value of benefits
of these projects is $170 million.
This section also includes additional
funding sources that can be used to
finance safety projects around the
City; this list includes regional, state,
and federal funding programs, along
with a description of the program
purpose.
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Summary &
Analysis of
Safety Data
2 • Summary of Safety Data Collected
• Analysis of Safety Data Collected
• Contextual Data and Systemic Analysis
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14 Modesto Systemic Safety Analysis Report
Chapter 2 of Caltrans’ Local Roadway Safety Manual (LRSM) instructs safety practitioners to “consider a wide range of data sources to get an overall picture of the safety needs.” Both crash data and contextual data were collected and analyzed as part of this plan, as well as anecdotal input from City staff and community stakeholders. summary of
safety data
Data Source and
Overview
For this SSAR, five years of the
most current crash data available
(2011-2015) were extracted from the
Statewide Integrated Traffic Records
System (SWITRS) and Transportation
Injury Mapping System (TIMS)
databases. The datasets included
extensive collision detail such as
collision location, type, severity,
parties involved, contributing factors,
etc.
The SWITRS collision dataset includes
collisions of all severity levels,
including property damage-only
collisions; however, these records
generally do not have coordinates
coded, which can be challenging
to analyze geospatially. The TIMS
collision dataset is a geocoded
version of the SWITRS database,
but only includes collision records
where an injury was recorded (it
does not include property damageonly collisions). Since the focus of this study is to address killed and
severely injured (KSI) collisions, the
collision analysis is largely focused on
the TIMS dataset, with supplemental
information from the SWITRS dataset.
Killed or Severely
Injured (KSI) in a
Collision
Severe injuries resulting from
a traffic crash can result in a
number of catastrophic impacts,
including permanent disability,
lost productivity and wages, and
ongoing healthcare costs.
These injuries can include:
• Broken or fractured bones
• Dislocated or distorted limbs
• Severe lacerations
• Severe burns
• Skull, spinal, chest or
abdominal injuries
• Unconsciousness at or when
taken from the collision scene
Throughout this Plan, the
acronym KSI is used to denote
crashes where someone was
killed or seriously injured.
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Safety Data 15
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16 Modesto Systemic Safety Analysis Report
During this five year period, 479
collisions (5%) involved a bicyclist
and 439 collisions (5%) involved a
pedestrian. Of the KSI collisions, 38
collisions (13%) involved a bicyclist
and 76 collisions (26%) involved a
pedestrian.
Collision Landscape
Summary
Between 2011 and 2015, 9,116
collisions were reported in the City of
Modesto. Of these, 4,300 resulted in
injuries or fatalities, the geographic
distribution of which is shown on
the map on the facing page. Of
these collisions, there were 295 KSI
collisions, 53 of which were fatalities.
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Safety Data 17
All Collisions Resulting in Injuries or Fatalities, 2011-2015 ¬
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·219
·108
·132
∙99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Sutter Ave
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
E Whitmore Ave
Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
E BriggsmoreAve
N:\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\All_Collisions_Map.mxd All Collisions (2011-2015)
Collision Density: All Collisions
High - 162
Low - 1
¬ Schools
Railroad
Park
Water Figure 1
¬
·108
·132 ∙99
Needham St
G St
Downey Ave
H St
Yosemite Blv
La Loma Ave
5Th St
L St
K St
J St
D St
9Th St
Scenic Dr
See Inset
Inset
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·219
·108
·132
∙99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Sutter Ave
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
E Whitmore Ave
Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
E BriggsmoreAve
N:\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\All_Collisions_Map.mxd All Collisions (2011-2015)
Collision Density: All Collisions
High - 162
Low - 1
¬ Schools
Railroad
Park
Water Figure 1
¬
·108
·132 ∙99
Needham St
G St
Downey Ave
H St
Yosemite Blv
La Loma Ave
5Th St
L St
K St
J St
D St
9Th St
Scenic Dr
See Inset
Inset
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18 Modesto Systemic Safety Analysis Report
Although there was a dip in ranking
in 2014 for Total Fatal and Injury
collisions as well as Alcohol Involved
collisions, the larger trend is that
Modesto ranks high compared to
similarly-sized cities in the following
collision categories:
• Total Fatal and Injury
• Alcohol Involved
• Pedestrians
• Bicyclists
Collisions by OTS Categories, 2011-2015
analysis of
safety data
OTS Rankings
The California Office of Traffic
Safety (OTS) produces rankings so
jurisdictions can compare their traffic
safety statistics to other jurisdictions
with similar-sized populations. There
are approximately 56 similar-sized
cities as Modesto in which the OTS
rankings are compared to.
OTS Rankings by Year, 2011-2015
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Safety Data 19
Collisions by Severity, 2011-2015
Collisions by Mode, 2011-2015
Annual Collision
Trends
Annual collision trends show a rise in
collisions since 2011. The total number
of collisions rose from 1,685 in 2011 to
2,080 in 2015, with a notable spike in
2015. KSI collisions dipped in 2013 and
2014, but show an upward trajectory.
Fatal collisions increased to 15 in 2015,
up from 10 to 11 per year.
Broken down by mode, collisions
trend up for vehicles, and are flat
for bicyclists and pedestrians. Motor
vehicle collisions rose from 1,495 in
2011 to 1,886 in 2015, with a notable
spike in 2015. Bicycle collisions were
relatively constant, averaging about
96 per year. The number of pedestrian
collisions decreased from 101 in 2011
to 71 in 2013, but then crept back up
to 98 in 2015.
Pedestrians and bicycles together
account for 39 percent of all KSI
collisions, and those KSI collisions
account for only 1% of total collisions
in Modesto between 2011 and 2015.
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20 Modesto Systemic Safety Analysis Report
KSI Collisions, 2011-2015
Fatal Collisions, 2011-2015
KSI Collision Trends
Motor vehicle KSI collisions remained
relatively constant, averaging about
36 per year. By comparison, bicycle
KSI collisions fluctuated between 4 to
12 per year, but appear to be trending
down. Pedestrian KSI collisions follow
a similar trend to pedestrian collisions
overall: down in 2013, but back up by
2015.
Fatal Collision Trends
Looking at fatal collisions by year,
pedestrian fatalities, despite being on
the decline through 2014, spiked in
2015 (at 8 fatalities), surpassing the
number of motorist fatalities. Motor
vehicle fatalities rose through 2014, but
fell back down in 2015. Bicycle fatalities
fluctuated between 0 and 2 per year.
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Safety Data 21
Collision Severity
Vulnerable road users, including
bicyclists and pedestrians, are more
susceptible to fatal or severe injury
collisions.
Broken down by collision severity,
KSI collisions made up 2% of motorist
collisions, 8% of bike collisions, and
17% of pedestrian collisions, while
fatal collisions made up less than
1% of motorist collisions, 1% of bike
collisions, and 4% of pedestrian
collisions.
Broken down by collision mode.
motor vehicle collisions were 90% of
all collisions but accounted for only
60% of fatal collisions. By contrast,
pedestrian collisions made up 5% of
all collisions but 33% of fatal collisions.
Bicycle collisions made up 5% of all
collisions, 7% of fatal collisions.
Collision Severity by Mode
Mode Share by Collision Severity
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22 Modesto Systemic Safety Analysis Report
Collision Location
Most collisions occurred at
intersections, across all modes; nearly
80% of all collisions either occurred
at intersections or were intersectionrelated. However, a slightly higher share of KSI collisions occurred along
roadway segments or midblock.
Pedestrian Location
The largest share of pedestrian
collisions were of pedestrians crossing
in a crosswalk at an intersection (47%
of all pedestrian collisions). However,
pedestrian collisions in a crosswalk
at an intersection were only 37% of
pedestrian KSI collisions and 15% of
pedestrian fatal collisions.The largest
share of pedestrian KSI and fatal
collisions were pedestrians crossing
not at a crosswalk (44% and 55%,
respectively).
Collisions by Location
Pedestrian Collisions by Pedestrian Location
Intersection Collision Roadway Segment Collision
#13..
- 217 -
Safety Data 23
Lighting
The lighting at the time of a collision
influences visibility of conflicting
modes. A significant share of
collisions occur at night, especially
pedestrian-involved collisions.
AT INTERSECTIONS
46% of KSI vehicle collisions occurred
when dark, as did 35% of KSI bicycle
collisions, and 70% of KSI pedestrian
collisions. Across all modes, 4% of
all KSI collisions occurred when
streetlights were out or not present
altogether.
ON ROADWAY SEGMENTS
On roadway segments, a higher
percentage of collisions occurred
during evening hours at locations
without streetlights (dark gray
color-coding on the charts) than at
intersections. This is true across all
modes, but especially for bicycles.
58% of KSI vehicle collisions occurred
when dark, as did 44% of KSI bicycle
collisions, and 69% of KSI pedestrian
collisions. Across all modes, 13%
of all KSI collisions occurred when
streetlights were out or not present
altogether.
Intersection Collisions by Prevailing Lighting
Roadway Segment Collisions by Prevailing Lighting
#13..
- 218 -
24 Modesto Systemic Safety Analysis Report
Primary Collision
Factors
The primary collision factor (PCF) is
the primary action or behavior for
why a given collision occurred, as
understood by the reporting officer.
It is not uncommon for multiple
factors to contribute to the cause of
a collision.
AT INTERSECTIONS
The collision factors contributing to the
largest share of KSI vehicle collisions
included DUI (28%), Vehicle Right-ofWay, (21%), and Improper Turning (17%).
The collision factors contributing to the
largest share of KSI bicycle collisions
also included Vehicle Right-of-Way
(24%), as well as Wrong Side of Road
(21%) and Traffic Signals & Signs
violations (21%).
The collision factors contributing to
the largest share of KSI pedestrian
collisions included Pedestrian Violation
(60%) and Pedestrian Right-of-Way
(18%).
Intersection Collisions by Primary Collision Factor
#13..
- 219 -
Safety Data 25
ON ROADWAY SEGMENTS
As with intersection collisions, the
collision factors contributing to the
largest share of KSI vehicle collisions
included DUI (29%), Improper Turning
(27%), and Vehicle Right-of-Way
(15%).
The collision factors contributing
to the largest share of KSI bicycle
collisions included Vehicle Right-ofWay (44%), Wrong Side of Road (11%), and Improper Turning (11%).
The collision factors contributing to
the largest share of KSI pedestrian
collisions included Pedestrian
Violation (63%).
Roadway Segment Collisions by Primary Collision Factor
#13..
- 220 -
26 Modesto Systemic Safety Analysis Report
Collision Types
AT INTERSECTIONS
While various types of collisions occur
at intersections, broadside collisions
were the highest occurring type
for both motor vehicle and bicycle
modes.
The largest share of KSI vehicle
collisions included Broadside (46%),
Head-On (17%), and Hit Object (15%),
and the largest share of KSI bicycle
collisions included Broadside (66%).
ON ROADWAY SEGMENTS
There is greater variety in collision
types along roadways. For motor
vehicle KSI collisions, there was a
higher rate of hit object collisions and
a lesser rate of broadside collisions
than at intersections. Similarly, bicycle
KSI collisions experienced a lesser
share of broadside collisions.
The largest share of KSI vehicle
collisions included Hit Object (36%),
Broadside (24%), and Head-On (15%);
and the largest share of KSI bicycle
collisions included Rear End (33%),
Broadside (22%), and Sideswipe
(22%).
Roadway Segment Collisions by Collision Type
Intersection Collisions by Collision Type
#13..
- 221 -
Safety Data 27
Hot Spot Analysis
Following the conventional collision
mapping processes, we identified
the top intersections and corridors
that account for a disproportionate
share of severe and fatal pedestrian
collisions. The Hot Spot analysis
identified the intersections and
corridors that account for a
disproportionate share of severe or
total motor vehicle, pedestrian, and
bicycle collisions.
There are six intersections in the City
that have between 26 to 30 collisions
in the analysis period. • W Briggsmore Avenue/
N Carpenter Road and Sisk
Road/W Orangeburg Avenue
• W Briggsmore Avenue and
Carver Road
• W Briggsmore Avenue and
McHenry Avenue
• I Street and 6th Street • H Street and 6th Street • Scenic Drive and Bodem Street In addition, there were five roadway
segments within the City that have
between 31 and 70 collisions per
segment. • McHenry Avenue between Stan
-
diford Avenue/Sylvan Avenue and
Woodrow Avenue
• W Briggsmore Avenue between
Prescott Road and Carver Road
• W Orangeburg Avenue between
W Briggsmore Avenue and Martin
Avenue
• Scenic Drive between Bodem
Street and Coffee Road
• E Briggsmore Avenue between
Coffee Road and Rose Avenue
The following pages map the results
of the Hot Spot analysis.
#13..
- 222 -
28 Modesto Systemic Safety Analysis Report
Collisions per Intersection, 2011-2015
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! ·219
·108
·132
·99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
Maze Bl v
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W O rangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Sutter Ave
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W B riggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
E Whitmore Ave
Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
E Briggsmore Ave
\\Fpwc03.fpainc.local\wc-data\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\Formatted_Basemap_HotSpots.mxd ¬
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·132 ·99
Needham St
G St
Downey Ave
H St
Yosemite Blv
La Loma Ave
5Th St
L St
K St
J St
D St
9Th St
Scenic Dr
See Inset
Inset
Collisions per Intersection
! 1 - 2 (647 ints.)
! 3 - 5 (174 ints.)
! 6 - 10 (83 ints.)
! 11 - 16 (36 ints.)
! 17 - 23 (15 ints.)
! 24 - 39 (6 ints.)
¬ Schools
Railroad
Park
Water
Collisions per Intersection (2011 – 2015)
Figure 1
#13..
- 223 -
Safety Data 29
Collisions on Roadway Segments, 2011-2015
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·219
·108
·132
∙99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Sutter Ave
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
E Whitmore Ave
Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
E BriggsmoreAve
\\Fpwc03.fpainc.local\wc-data\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\Formatted_Basemap_HotSpots.mxd ¬
·108
·132 ∙99
Needham St
G St
Downey Ave
H St
Yosemite Blv
La Loma Ave
5Th St
L St
K St
J St
D St
9Th St
Scenic Dr
See Inset
Inset
Collisions per Roadway Segment
1 - 5 (1,201 segments)
6 - 10 (126 segments)
11 - 15 (45 segments)
16 - 25 (32 segments)
26 - 30 (1 segments)
31 - 70 (5 segments)
¬ Schools
Railroad
Park
Water
Collisions on Roadway Segments (2011-2015)
#13..
- 224 -
30 Modesto Systemic Safety Analysis Report
Contextual Data
To understand more about collision
patterns in Modesto, several
contextual factors were analyzed
along with the characteristics of each
collision. Assembled contextual data
included:
• Roadway travel lanes
• Roadway functional classification
• Posted speed limit
• Shoulder type
• Center turn lane
• Intersections
• Intersection control
• Highway interchanges
• Left-turn protection for signalized
intersections
• Midblock crosswalks
• Railroad crossings
• Roundabouts
• Location of schools
• Location of transit stops
• Location of parks
• Existing bicycle facilities
• Planned bicycle facilities
• Low income communities
In addition to the quantitative and
geographic data collected and
analyzed as part of this project,
outreach to stakeholders and the public
was also performed to collect information
on and understand local safety issues
from a qualitative perspective. This is
important because of the significance
of under-reporting and near misses
that exist, especially for pedestrian and
bicycle conditions.
A stakeholder meeting was performed as
part of a two-day walking audit on Tuesday,
May 14, 2019 and Wednesday, May 15, 2019.
Participants included representatives of City
staff from the Transportation Engineering
and Design (TED) and Planning Division of
the Community and Economic Development
Department, the Traffic Engineering and
Operations Division of the Public Works
Department, Stanislaus County Health
Services Agency, the City of Modesto
Police Department, and staff members at
a number of schools. Stakeholders helped
substantiate the safety issues identified in
the data and provided valuable feedback
on other areas of concern. The project team
also set up a booth at the City’s Public
Works Day on May 12, 2018, where feedback
from the public was solicited to understand
their transportation safety concerns.
contextual data and
systemic analysis
#13..
- 225 -
Safety Data 31
Photos from Outreach
#13..
- 226 -
32 Modesto Systemic Safety Analysis Report
Systemic Analysis
Systemic analysis is a proactive safety
approach that focuses on evaluating
an entire roadway network, focusing
not only on the history of crash
data, but also on the contextual
characteristics surrounding crashes,
and how those characteristics create
risk in locations with and without
a history of crashes. By merging
adjacent road, intersection, and land
use features with collision data, we
can uncover relationships between
contextual factors and correlate the
risk of frequent and severe crashes.
To understand the relationship
between contextual characteristics
and collision characteristics, we
developed a series of systemic
matrices that illustrate the number
of crashes at the intersection based
on a collision characteristic and a
contextual characteristic. Systemic
matrices were developed for each
mode, with separate matrices for all
injury collisions and for KSI collisions,
and further separated by intersection
collisions and roadway collisions.
From the systemic matrices, 13
collision profiles were identified to
highlight the most common and
severe collision patterns in Modesto.
Modesto SSAR Systemic Collisions Analysis
Along Roadway Segments
25-30 35-45 50-65 25-30 35-45 50-65 25-30 35-45 50-65 25-30 35-45 50-65 25-30 35-45 50-65 Driving Under Influence 39 8 1 0 0 1 10 39 2 0 1 0 3 2 0 Unsafe Speed 42 24 4 3 1 1 31 165 8 0 0 0 19 17 0
Following Too Closely 8 3 2 0 0 0 2 33 3 0 0 0 4 6 0
Wrong Side of Road 2 3 0 0 0 0 3 5 0 0 0 0 0 1 0
Improper Passing 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Unsafe Lane Change 0 1 0 1 0 0 5 15 0 0 0 0 0 2 0
Improper Turning 48 15 3 2 0 0 12 62 5 0 0 0 2 12 0
Auto Right-of-Way Violation 31 7 2 1 0 2 16 115 1 0 0 0 6 29 0 Trac Signs and Signals 1 3 0 1 0 2 4 13 0 0 0 0 8 4 0
Other Hazardous Movement 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Other Than Driver (or Pedestrian) 5 1 0 0 0 0 2 8 1 0 0 0 0 3 0 Unsafe Starting or Backing 9 1 0 0 0 0 1 1 0 0 0 0 1 0 0 Other Violation or Not Stated 7 2 1 1 0 0 3 6 0 0 0 0 2 0 0 194 68 13 9 1 6 89 462 20 0 1 0 45 76 0
552.1 24.9 7.7 4.0 1.7 0.1 8.8 58.3 7.6 0.0 0.2 0.0 1.4 7.6 0.0
0.35 2.73 1.69 2.26 0.60 112.12 10.13 7.92 2.63 0.00 5.75 0.00 32.96 9.96 0.00 1.46 Total Collisions
Roadway Miles
Collisions per Mile
Segment
Total
106
315
61 14
2 24
161
210
36 Number of Lanes
Posted Speed
13 22
Two-Lane Three-Lane Four-Lane Five-Lane
984
674.6
0 20
Six+ Lane
Violation
Sample Collision Matrix (motor vehicle collisions along roadway segments) #13..
- 227 -
Safety Data 33
Collision Profile Lanes Speed
(MPH) Mode
Profile
Collisions
KSI Profile
Collisions
# % of
total # % of total
1 Broadside Vehicular Collisions
at Signalized Intersections with
Permissive Lefts
4-5 35-45 Vehicle 159 6.6% 6 2.1%
2 Broadside Vehicular Collisions at
Intersections Caused by Signal
Violations
4-5 35-45 Vehicle 193 8.0% 9 3.2%
3 Broadside Vehicular Collisions on
High-Speed Roadways 4 35-45 Vehicle 134 5.5% 12 4.3%
4 Driving Under the Influence All All Vehicle 202 8.4% 22 7.8% 5 Vehicular Collisions on 6-Lane
Roadways 6 All Vehicle 480 19.9% 16 5.7%
6 Broadside Collisions at Large,
Signalized Intersections Involving
Bicycles
4-5 35-45 Bicycle 52 2.2% 5 1.8%
7 Broadside Collisions at
Unsignalized Intersections
Involving Bicycles
≤3 25-30 Bicycle 49 2.0% 5 1.8%
8 Broadside Collisions on HighSpeed Roadways Involving Bicycles
4 35-45 Bicycle 28 1.2% 2 0.7%
9 Bicycle Collisions Involving
Wrong-Way Riding 4 35-45 Bicycle 41 1.7% 3 1.1%
10 Pedestrian Collisions at Crosswalks
at Large Signalized Intersections
with Permissive Lefts
4-5 35-45 Pedestrian 59 2.4% 7 2.5%
11 Pedestrian Right-Of-Way Collisions
at Uncontrolled Crosswalks at
Large Intersections
4-5 35-45 Pedestrian 48 2.0% 9 3.2%
12 Pedestrian Right-Of-Way Collisions
at Uncontrolled Crosswalks at
Small Intersections
≤3 25-30 Pedestrian 55 2.3% 10 3.6%
13 Pedestrian Violation Collisions
on Large Roadways Not at
Crosswalks
≥4 All Pedestrian 35 1.4% 14 5.0%
List of Collision Profiles
#13..
- 228 -
#13..
- 229 -
Safety
Guidance
3 • Guide for Addressing Systemic Collision Profiles
• Countermeasure Guidance
#13..
- 230 -
36 Modesto Systemic Safety Analysis Report
This section provides an overview
of each collision profile, including
a description of the profile, a map
of the collisions, and identification
of applicable countermeasures
for feasibility and implementation
consideration. The purpose
of this guide is to support the
City in identifying future safety
improvements beyond those
described in this report and to
document the process that was used
to identify top systemic projects that
are included in the Prioritized Project
List.
A detailed description of all
countermeasures named in the
next section is presented in the
Countermeasure Toolbox in Appendix
A, which can be used as a reference.
guide for
addressing
systemic
collision
profiles
#13..
- 231 -
Section Name Collision Profiles 3737
#13..
- 232 -
38 Modesto Systemic Safety Analysis Report
PROFILE 1
Potential Countermeasures
Left-turning movements are
generally acknowledged to be
the highest-risk movements at
intersections. The FHWA states
that vehicles making permissive
left turn movements encounter
potential conflicts from multiple
sources including opposing
through traffic, through traffic
in the same direction, and
crossing vehicular and pedestrian
traffic. This profile suggests the
examination of signal operations
such as converting permissive
left turns to protected phasing,
including a flashing yellow arrow
and extending the yellow and allred time. The Manual on Uniform Traffic Control Devices (MUTCD)
provides more information on
the standards and applications
of the permissive and protected
phasing.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
159
SHARE OF
TOTAL CRASHES
6.6%
Profile Characteristics
LANES
4-5
SPEED (MPH)
35-45
BROADSIDE VEHICULAR COLLISIONS
AT SIGNALIZED INTERSECTIONS
WITH PERMISSIVE LEFTS
Flashing
Yellow
Arrow
Permissive
Lefts to
Protected
Road Diet
Signal Head
Improvement
Roundabout
Intersection,
Street-Scale
Lighting
Extend
Yellow and
All-Red
Time
+
1 #13..
- 233 -
Collision Profiles 39
Profile 1 Broadside Vehicular Collisions at Signalized Intersections with Permissive Lefts - Collision Locations
KSI Vehicle Collisions meeting the profile (6)
Other Vehicle Collisions meeting the profile (153)
Location that met the profile, but a collision did
not occur
#13..
- 234 -
40 Modesto Systemic Safety Analysis Report
PROFILE 2
Potential Countermeasures
This profile focuses on broadside
collisions caused by signal
violations, which typically refers
to red light running, where a
driver enters an intersection
when the traffic signal is solid
red. This profile suggests an
evaluation to examine ways to
avoid potential collisions, such
as signal timing adjustments.
Providing adequate clearance
time or coordinating signal
operations with nearby
intersections can also help to
reduce crashes.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
193
SHARE OF
TOTAL CRASHES
8.0%
BROADSIDE VEHICULAR
COLLISIONS AT INTERSECTIONS
CAUSED BY SIGNAL VIOLATIONS
Profile Characteristics
LANES
4-5
SPEED (MPH)
35-45
Additional
Signal
Heads
+
Reduce
Cycle
Lengths
- Coordinated
Signal
Operation
Extend
Yellow and
All-Red
Time
+
Signal Head
Improvement
Roundabout
Programmable
Signals
Intersection,
Street-Scale
Lighting
2 #13..
- 235 -
Collision Profiles 41
Profile 2 Broadside Vehicular Collisions at Intersections Caused by Signal Violations - Collision Locations
KSI Vehicle Collisions meeting the profile (9)
Other Vehicle Collisions meeting the profile (184)
Location that met the profile, but a collision did
not occur
#13..
- 236 -
42 Modesto Systemic Safety Analysis Report
PROFILE 3
Potential Countermeasures
This profile focuses on
broadside collisions along 4
lane roadway segments where
a collision occurred resulting
from a motorist turning out of
or into a driveway. On highspeed roadways, this profile suggests an evaluation of
appropriate countermeasures
to better accommodate turning
traffic mid-block. Potential
countermeasures for this profile
include raised median, road diet,
access management, roadway
lighting, and removal of sight
obstructions.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
134
SHARE OF
TOTAL CRASHES
5.5%
BROADSIDE VEHICULAR
COLLISIONS ON HIGHSPEED ROADWAYS
Raised
Median
Profile Characteristics
LANES
4 SPEED (MPH)
35-45
Road Diet Access
Management
Intersection,
Street-Scale
Lighting
Remove
Sight
Obstructions
3 #13..
- 237 -
Collision Profiles 43
Profile 3 Broadside Vehicular Collisions on High-Speed Roadways - Collision Locations
KSI Vehicle Collisions meeting the profile (12)
Other Vehicle Collisions meeting the profile (122)
#13..
- 238 -
44 Modesto Systemic Safety Analysis Report
PROFILE 4
The City of Modesto is
consistently ranked by the
California Office of Traffic
Safety in the highest quartile
among similar-sized cities for
alcohol-related collisions. This
profile highlights alcohol-related
collisions throughout the City.
A total of 22 collisions were
documented as KSI collisions
during the analysis period. Nonengineering interventions will be needed to address challenges
associated with this profile.
These will be documented and
included in the forthcoming
Local Roadway Safety Plan
(LRSP).
Profile Statistics
COLLISIONS FIT
THIS PROFILE
202
SHARE OF
TOTAL CRASHES
8.4%
DRIVING
UNDER THE
INFLUENCE
4 #13..
- 239 -
Collision Profiles 45
Profile 4 Driving Under the Influence - Collision Locations KSI Vehicle Collisions meeting the profile (22)
Other Vehicle Collisions meeting the profile (180)
#13..
- 240 -
46 Modesto Systemic Safety Analysis Report
PROFILE 5
Potential Countermeasures
Collisions occur more frequently
on multi-lane roadways where
motorists are traveling at higher
speeds, and this typology can
result in higher rates of KSI
collisions. The City of Modesto
has several 6-lane roadways.
This profile points towards
countermeasures such as lane
narrowing, road diets, edge line
and center line rumble strips, and
access management to minimize
the number of conflict points along
the roadway.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
480
SHARE OF
TOTAL CRASHES
19.9%
Profile Characteristics
LANES
6 VEHICULAR
COLLISIONS ON
6-LANE ROADWAYS
Raised
Median
Lane
Narrowing
Road Diet Widen
Shoulder
Edge Line/
Center Line
Rumble
Strips
Access
Management
Intersection,
Street-Scale
Lighting
Remove
Sight
Obstructions
5 #13..
- 241 -
Collision Profiles 47
Profile 5 Vehicular Collisions on 6-Lane Roadways - Collision Locations KSI Vehicle Collisions meeting the profile (16)
Other Vehicle Collisions meeting the profile (464)
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48 Modesto Systemic Safety Analysis Report
PROFILE 6
Potential Countermeasures
This profile focuses on broadside
collisions involving bicyclists at
signalized intersections. On larger
roadways with motorists traveling
at high speeds, this profile suggests
an evaluation of appropriate
countermeasures to improve
visibility, provide dedicated space,
and adjust signal timings to
accommodate bicyclists. Common
countermeasures for consideration
include implementing additional
signal heads, increasing green time
for bicyclists, and installing green
paint at conflict areas.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
52 SHARE OF
TOTAL CRASHES
2.2%
Profile Characteristics
LANES
4-5
SPEED (MPH)
35-45
BROADSIDE COLLISIONS AT LARGE,
SIGNALIZED INTERSECTIONS
INVOLVING BICYCLES
Protected
Intersection
Bicycle
Signal
Prohibit
Right-TurnOn-Red
ON RED
Road Diet
Bike
Detection
Intersection,
Street-Scale
Lighting
Roundabout
Bike Box
Signal Head
Improvement
Two-Stage
Turn Queue
Bike Box
Bicycle
Crossing
(Green
Solid Paint)
Reduce
Curb Radius
Additional
Signal
Heads
+
Reduce
Cycle
Lengths
- Extend
Green Time
for Bikes
+ Extend
Yellow and
All-Red
Time
+ Coordinated
Signal
Operation
6 #13..
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Collision Profiles 49
Profile 6 Broadside Collisions at Large, Signalized Intersections Involving Bicycles - Collision Locations
KSI Bicycle Collisions meeting the profile (5)
Other Bicycle Collisions meeting the profile (47)
Location that met the profile, but a collision did
not occur
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50 Modesto Systemic Safety Analysis Report
PROFILE 7
Potential Countermeasures
This profile focuses on
broadside collisions where
bicyclists were hit by drivers at
an unsignalized intersection.
Many factors contribute to these
collisions including sight-line
obstructions, failure to yield
right of way, and disregard
of traffic control. Potential
countermeasures include
converting the intersection
to an all-way stop control (if
warranted), installing additional
intersection-scale lighting, and
installing a traffic circle.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
49 SHARE OF
TOTAL CRASHES
2.0%
Profile Characteristics
LANES
≤3
SPEED (MPH)
25-30
BROADSIDE COLLISIONS AT
UNSIGNALIZED INTERSECTIONS
INVOLVING BICYCLES
Raised
Intersection
Convert to
All-Way
Stop
STOP
ALL WAY
Lane
Narrowing
Roundabout Tra
c Circle
Intersection,
Street-Scale
Lighting
Remove
Sight
Obstructions
7 #13..
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Collision Profiles 51
Profile 7 Broadside Collisions at Unsignalized Intersections Involving Bicycles - Collision Locations
KSI Bicycle Collisions meeting the profile (5)
Other Bicycle Collisions meeting the profile (44)
Location that met the profile, but a collision did
not occur
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52 Modesto Systemic Safety Analysis Report
PROFILE 8
Potential Countermeasures
On high speed roadways, the
severity of bicycle and motor
vehicle collisions increases. This
profile focuses on these higherspeed broadside collisions. In this high-speed, high-stress
context, physical separation
of bicyclists from vehicles
is important. In this respect,
Class I bike paths and Class IV
separated bike lanes, featuring
dedicated space separated
from other traffic, are the most
comfortable for bicyclists. Other
countermeasures to evaluate and
consider including green paint to
signify conflict zones, removing
sight obstructions, and installing
additional lighting to increase the
visibility of bicyclists. In addition,
access management can be
considered to reduce the number
of conflicts between bicyclists
and motorists.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
28 SHARE OF
TOTAL CRASHES
1.2%
Profile Characteristics
LANES
4 SPEED (MPH)
35-45
BROADSIDE COLLISIONS
ON HIGH-SPEED ROADWAYS
INVOLVING BICYCLES
Road Diet Class I
Bike Path
Class IV
Bike Facility
Green Bike
Lane
Conflict
Zone
Marking
Access
Management
Intersection,
Street-Scale
Lighting
8 Remove
Sight
Obstructions
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Collision Profiles 53
Profile 8 Broadside Collisions on High-Speed Roadways Involving Bicycles - Collision Locations
KSI Bicycle Collisions meeting the profile (2)
Other Bicycle Collisions meeting the profile (26)
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54 Modesto Systemic Safety Analysis Report
PROFILE 9
Potential Countermeasures
The California Vehicle Code
specifies where and how
bicyclists must operate. Bicyclists,
for the most part, have the
same rights and responsibilities
as motor vehicle drivers; with
few exceptions, bicyclists are
generally required to travel on
the right side of roadways in the
direction of traffic. This profile
focuses on corridors with traffic
moving at higher speeds, and
focuses on countermeasures that
increase visibility of bicyclists
and compliance of motorists
and bicyclists alike. Some of
these countermeasures include
installing separated bike paths,
installing bicycle wrong way
signs, and removing sight
obstructions. Education and
enforcement are important
complements to this profile, but
should not be used in lieu of
engineering interventions that
can promote accessibility and
safety.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
41 SHARE OF
TOTAL CRASHES
1.7%
Profile Characteristics
LANES
4 SPEED (MPH)
35-45
BICYCLE COLLISIONS
INVOLVING
WRONG-WAY RIDING
Class I
Bike Path
Bicycle
Wrong
Way
Signs
Access
Management
Intersection,
Street-Scale
Lighting
Remove
Sight
Obstructions
9 #13..
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Collision Profiles 55
Profile 9 Bicycle Collisions Involving Wrong-Way Riding - Collision Locations
KSI Bicycle Collisions meeting the profile (3)
Other Bicycle Collisions meeting the profile (38)
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56 Modesto Systemic Safety Analysis Report
PROFILE 10
Potential Countermeasures
On high-speed, 4-5 lane roadways
in the City, 59 pedestrian collisions
occurred when vehicles were making
a permissive left turn. On wider
roadways, motorists must pay attention
to multiple sources of conflict, including
opposing through traffic and crossing
vehicular and pedestrian traffic. This
profile suggests countermeasures to
ideally separate users and remove the
conflict via protected turn phases,
leading pedestrian intervals, and
pedestrian scrambles. Where that is not
possible, additional countermeasures to
consider include painting high visibility
crosswalks, extending pedestrian
crossing time, and shortening the
crossing distance for pedestrians with
curb extensions.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
59 SHARE OF
TOTAL CRASHES
2.5%
Profile Characteristics
LANES
4-5
SPEED (MPH)
35-45
PEDESTRIAN COLLISIONS AT
CROSSWALKS AT LARGE SIGNALIZED
INTERSECTIONS WITH PERMISSIVE LEFTS
Additional
Signal
Heads
+
Permissive
Lefts to
Protected
Close
Slip Lane
High
Visibility
Crosswalk
Extend
Pedestrian
Crossing
Time
+
Pedestrian
Scramble
Road Diet
Reduce
Curb Radius
Flashing
Yellow
Arrow
Reduce
Cycle
Lengths
-
Signal Head
Improvement
Advance
Stop
STOP
Markings
Leading
Pedestrian
Interval
Install
Pedestrian
Countdown
Timer
Prohibit
Right-TurnOn-Red
ON RED
Pedestrian
Phase Recall
Extend
Yellow and
All-Red
Time
+
Curb
Extensions
Intersection,
Street-Scale
Lighting
10#13..
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Collision Profiles 57
Profile 10 Collision Locations Pedestrian Collisions at Crosswalks at Large Signalized Intersections with Permissive Lefts - Collision Locations KSI Pedestrian Collisions meeting the profile (9)
Other Pedestrian Collisions meeting the profile (50)
Location that met the profile, but a collision did
not occur
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58 Modesto Systemic Safety Analysis Report
PROFILE 11
Potential Countermeasures
The FHWA Guide for Improving
Pedestrian Safety at Uncontrolled
Crossing Locations provides
guidance on the installation of
countermeasures at uncontrolled
pedestrian crossing locations. On
larger roadways with motorists
traveling at higher speeds, this
profile suggests an evaluation
of appropriate crossing
improvements to improve
pedestrian visibility and driver
compliance. Common elements
considered include RRFBs,
PHBs, pedestrian refuge islands,
and enhanced signage and
pavement markings.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
48 SHARE OF
TOTAL CRASHES
2.0%
Profile Characteristics
LANES
4-5
SPEED (MPH)
35-45
PEDESTRIAN RIGHT-OF-WAY COLLISIONS
AT UNCONTROLLED CROSSWALKS AT
LARGE INTERSECTIONS
Pedestrian
Hybrid
Beacon
Pedestrian
Signage
Road Diet
Pedestrian
Refuge
Island
Intersection,
Street-Scale
Lighting
Rectangular
Rapid
Flashing
Beacon
Curb
Extensions
Reduce
Curb Radius
High
Visibility
Crosswalk
Advance
Yield
Markings
Remove
Sight
Obstructions
11#13..
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Collision Profiles 59
Profile 11 Pedestrian Right-of-Way Collisions at Uncontrolled Crosswalks at Large Intersections
KSI Pedestrian Collisions meeting the profile (9)
Other Pedestrian Collisions meeting the profile (39)
Location that met the profile, but a collision did
not occur
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60 Modesto Systemic Safety Analysis Report
PROFILE 12
Potential Countermeasures
The FHWA Guide for Improving
Pedestrian Safety at Uncontrolled
Crossing Locations provides
guidance on the installation of
countermeasures at uncontrolled
pedestrian crossing locations. On
smaller, uncontrolled streets, this
profile suggests an evaluation
to examine appropriate crossing
improvements to improve
pedestrian visibility and driver
compliance. Common elements
considered include curb
extensions and enhanced signage
and pavement markings, but may
also call for RRFBs and PHBs.
Profile Statistics
COLLISIONS FIT
THIS PROFILE
55 SHARE OF
TOTAL CRASHES
2.3%
Profile Characteristics
LANES
≤3
SPEED (MPH)
25-30
PEDESTRIAN RIGHT-OF-WAY COLLISIONS
AT UNCONTROLLED CROSSWALKS AT
SMALL INTERSECTIONS
Pedestrian
Signage
Raised
Intersection
Raised
Crosswalk
Intersection,
Street-Scale
Lighting
Roundabout
Rectangular
Rapid
Flashing
Beacon
Reduce
Curb Radius
Advance
Yield
Markings
Remove
Sight
Obstructions
Convert to
All-Way
Stop
STOP
ALL WAY
Tra
c Circle Curb
Extensions
High
Visibility
Crosswalk
12#13..
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Collision Profiles 61
Profile 12 Pedestrian Right-of-Way Collisions at Uncontrolled Crosswalks at Small Intersections - Collision Locations
KSI Bicycle Collisions meeting the profile (10)
Other Bicycle Collisions meeting the profile (45)
Systemic Matches (3,756)
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62 Modesto Systemic Safety Analysis Report
PROFILE 13
Potential Countermeasures
Profile Statistics
COLLISIONS FIT
THIS PROFILE
35 SHARE OF
TOTAL CRASHES
1.5%
Profile Characteristics
LANES
≥4
PEDESTRIAN VIOLATION
COLLISIONS ON LARGE
ROADWAYS NOT AT CROSSWALKS
Pedestrian
Hybrid
Beacon
Pedestrian
Median
Barrier
Install
Sidewalk
Curb
Extensions
High
Visibility
Crosswalk
Rectangular
Rapid
Flashing
Beacon
Pedestrian
Signage
Advance
Yield
Markings
Intersection,
Street-Scale
Lighting
Road Diet
Pedestrian
Refuge
Island
On wide, multi-lane roadways,
pedestrian violations occur because
of long crossing distances and
infrequent marked crossings. Out
of the 35 collisions that meet this
profile, 14 were KSI collisions. This
profile suggests an evaluation
to assess pedestrian desire lines
and to increase the visibility of
pedestrians along roadways.
Common elements to consider
include installing sidewalks,
installing new, enhanced pedestrian
crossings to meet pedestrian desire
lines, or restricting/discouraging
pedestrians from crossing at midblock locations.
13#13..
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Collision Profiles 63
Profile 13 Pedestrian Violation Collisions on Large Roadways Not at Crosswalks - Collision Locations
KSI Bicycle Collisions meeting the profile (14)
Other Bicycle Collisions meeting the profile (21)
Systemic Matches
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64 Modesto Systemic Safety Analysis Report
Countermeasure
Profiles
1 2 3 4 5 6 7 8 9 10 11 12 13
A. SIGNAL TIMING & PHASING
Additional Signal Heads x x x
Extend Pedestrian Crossing Time x
Flashing Yellow Arrow x x
Leading Pedestrian Interval x
Pedestrian Phase Recall x
Permissive Lefts to Protected x x
Pedestrian Scramble x
Reduce Cycle Lengths x x x
Coordinated Signal Operation x x
Extend Green Time for Bikes x x
Extend Yellow and All-Red Time x x x x
B. INTERSECTION & ROADWAY DESIGN
Close Slip Lanes x
Raised Intersection x x
Convert Two-Way Stop to All-Way Stop x x
Install Sidewalks x
Protected Intersection x
Raised Median x x
Lane Narrowing x x x x
Road Diet x x x x x x x x
Widen Shoulder x
Roundabout x x x x x x
Signal Head Improvements x x x x
Traffic Circle x x
Programmable Signals, Visors, or Louvers x
Edge Line/Center Line Rumble Strips x
countermeasure
guidance
The following charts provide guidance on appropriate countermeasures for specific location contexts identified in the collision profiles. Appendix A includes an in-depth countermeasure toolbox that highlights countermeasures included in the Caltrans Local Roadway Safety Manual (LRSM) and can be advantageous for use in Caltrans Highway Safety Improvement Program (HSIP) grant funding applications. Many of the countermeasures included in this chapter helped to shape the 10 Priority Project Location Recommendations included in this report.
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Countermeasures Guidance 65
Countermeasure
Profiles
1 2 3 4 5 6 7 8 9 10 11 12 13
C. BIKEWAY DESIGN
Bicycle Crossing (Solid Green Paint) x
Bicycle Signal/Exclusive Bike Phase x
Bike Detection x
Bike Box x
Class I Bicycle Path or Mixed-Use Trail x x
Class II Bike Lane x
Class IV Separated Bikeway x
Green Bike Lane Conflict Zone Markings x
Two-Stage Turn Queue Bike Box x
D. PEDESTRIAN CROSSINGS
Install Pedestrian Countdown Timer x
Pedestrian Hybrid Beacon (PHB) x x
Curb Extensions x x x x
High-Visibility Crosswalk x x x x
Pedestrian Median Barrier x
Raised Crosswalk x
Pedestrian Refuge Island x x
Rectangular Rapid Flashing Beacon (RRFB) x x x
Reduce Curb Radius x x x x
E. SIGNS AND MARKINGS
Advanced Stop Markings x
Advanced Yield Markings x x x
Prohibit Right-Turn-On-Red x x
Bicycle Wrong Way Signs x
Pedestrian Signage x x x
E. OTHER
Access Management x x x x
Intersection and Street-Scale Lighting x x x x x x x x x x x x Remove Obstructions for Sightlines x x x x x x x
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#13..
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Project
Guidance
4 • Project Recommendations
• Funding and Implementation Recommendations
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68 Modesto Systemic Safety Analysis Report
Potential project locations were
initially identified in consideration
of the 13 collision profiles identified
along with identification of top
hot spot locations. From this initial
premise, several processes were
undertaken to identify a prioritized
project list recommended for
implementation.
First, the SSAR Project Team
and Stakeholder Advisory Group
completed a two-day walking audit
around the City on Tuesday, May
14 and Wednesday, May 15, 2019,
the map for which may be found
in Appendix B. This walking audit
provided first-hand insight into
the challenges roadway users face
throughout the City.
This walking audit guided the project
team to identify 20 priority projects.
These 20 projects were presented
to the public to facilitate feedback
regarding project prioritization
through both an evening community
meeting on September 11, 2019 as well
as through a published survey. The
resulting list of 20 projects and the
respective community prioritization
are shown on the following pages.
For each of the 20 projects, project
cost estimates and the resulting
benefit/cost ratios (developed using
the Cycle 9 HSIP Analyzer) are also
shown in the project list. Following
the project list are project cutsheets
for ten selected projects chosen from
this list.. These ten projects were
chosen as projects that may compete
well for grant funding, align with City
priorities, and account for community
priority ranking.
Twenty Priority Projects are summarized in this chapter, with ten Projects highlighted with cutsheets to support applications for HSIP funding and other key safety grant funding opportunities. project
recommendations
#13..
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Project Recommendations 69
Project
Overall
BCR
Community
Priority
Cost
Estimate
1. Pedestrian improvements at intersection of Chapman Rd and Pelandale Ave
Update signal timings, extend median to create pedestrian refuge, and tighten curb radii
6.53 Low
$85,100
(22% HSIP
eligible)
2. Pelandale Ave access improvements: Blue Bird Dr to Dale Rd Install a new traffic signal at Blue Bird Dr and Pelandale Ave, and install raised median to restrict access to right-in/right-out (except allowing lefts onto Honey Creek Rd from Pelandale Ave).
2.55 Low
$1,456,000
(90% HSIP
eligible)
3. Standiford Ave/Sylvan Ave PHBs:
Longbridge Dr to Northampton Ln
Install Pedestrian Hybrid Beacons across Standiford Ave at Longbridge Dr and across Sylvan Ave at Bridgeford Ln and at Northampton Ln. Longbridge Dr crossing to be installed across the east leg with a refuge island, and restrict lefts out from Longbridge Dr onto Standiford Ave.
16.94 Medium
$1,192,100
(90% HSIP
eligible)
4. Bus access improvements at the intersection of Standiford Ave and McHenry Ave
Redesign the driveway along Standiford Ave into the Promenade Shopping Center, west of McHenry Ave, to a standard driveway curb-cut. Move westbound bus stop to the east side of the driveway and install a bus turn out. Install a curb extension on the southeast corner of the intersection. Relocate bus stops closer to the intersection. Reduce the eastbound right turn lane width to accommodate a bike lane, and install green conflict striping for the eastbound approach, and through the intersection in both the eastbound and westbound directions.
42.06 Medium
$481,500
(1% HSIP
eligible)
5. Protected left turn improvements at the intersections of Orangeburg Ave and Carver Rd; Coldwell Ave and Tully Rd; Coffee Rd and Floyd Ave; and Coffee Rd and Rumble Rd
Protected left turns will be installed at these locations.
8.64 Medium
$1,747,200
(100% HSIP
eligible)
6. Intersection improvements at Tully Rd and Rumble Rd
Install advanced stop bars, high visibility crosswalk striping, curb extensions, blank-out no right turn sign facing westbound traffic to be activated during northbound pedestrian phase, protected left turns on all approaches, and leading pedestrian intervals. Restripe eastbound and westbound approaches to accommodate exclusive left turn lanes.
8.18 High
$998,000
(75% HSIP
eligible)
7. Briggsmore Ave corridor study
Conduct a corridor study for Briggsmore Ave to identify multimodal safety improvements.
Low
Potential Project List
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70 Modesto Systemic Safety Analysis Report
Project
Overall
BCR
Community
Priority
Cost
Estimate
8. Rumble Rd pedestrian improvements: Conant Ave to Keller St Enhance school crossings along Rumble Rd in this stretch with crosswalk improvements (e.g., high visibility crosswalk striping, instreet pedestrian crossing signs, refuge islands, curb extensions) and traffic calming (e.g., speed cushions, traffic circles).
1.02 Low
$2,687,600
(50% HSIP
eligible)
9. Oakdale Rd improvements (phase 1): Celeste Dr to Lancey Dr Redesign the intersection of Oakdale Rd and Merle Ave, which includes moving northern crosswalk south of 1823 Oakdale Road driveway, reducing the driveway curb cut, installing protected left turns for the westbound approach, and signalizing driveway crossing on west side. Implement leading pedestrian intervals at the intersections of Oakdale Rd with Merle Ave and Lancey Dr.
Install blank-out no right turn signs on all approaches. Install raised median along Oakdale Rd from Merle Ave to Celeste Dr and restrict lefts out from Celeste Dr onto Oakdale Rd. Install a new pedestrian crossing on the north leg of Celeste Dr and Oakdale Rd with a Pedestrian Hybrid Beacon and median refuge. Install new signal interconnect from Oakdale Rd to Merle Ave.
16.63 Medium
$1,105,900
(75% HSIP
eligible)
10. Oakdale Rd improvements (phase 2): Sylvan Ave to Celeste Dr and Lancey Dr to Scenic Dr
Install raised medians to restrict mid-block access to primarily right-in/right-out (with left-in permitted at defined locations).
Project to include improvements at the intersection of Scenic Dr and Oakdale Rd, which include removal of a southbound left turn lane, installation of pedestrian refuge, and tightening curb radii.
40.28 High
$1,702,000
(88% HSIP
eligible)
11. Pedestrian improvements at the intersection of Claus Rd and Creekwood Dr
Implement an at-grade crosswalk on the south approach with median refuge and curb extensions, protected-only left turn phasing, and leading pedestrian intervals with blank-out no right turn signs.
0.93 Low
$780,600
(88% HSIP
eligible)
12. Coffee Rd enhanced crossings: Morris Ave to Multnomah Dr Install a traffic signal at Chadwick Ct and PHBs at Morris Ave and at Multnomah Dr. Enhance signalized crossings at Lucern Ave and at Fairmont Ave with high visibility crosswalk striping and protected left turns. Align bus stops to be adjacent to the far side of the enhanced crossings.
4.85 Medium
$2,521,800
(88% HSIP
eligible)
13. Coffee Rd bicycle improvements: Sylvan Ave to Scenic Dr Complete gaps in Class II facilities, including conflict zone green paint. Identify driveways and side streets with deficient sight distance and remove obstructions. Install raised medians to restrict access at select locations.
32.35 Medium
$2,200,400
(90% HSIP
eligible)
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Project Recommendations 71
Project
Overall
BCR
Community
Priority
Cost
Estimate
14. Protected intersections at Coffee Rd and Scenic Dr
Redesign the Coffee Road/Scenic Road intersection as a protected intersection to facilitate northbound/southbound bicycle travel through the intersection. Relocate the west crosswalk to the east side of the intersection.
17.15 Medium
$711,800
(34% HSIP
eligible)
15. Improvements at intersection of Paradise Rd, Sutter Ave, MLK Dr, and Tuolumne Blvd
Redesign intersection to enhance multi-modal safety. Consider single lane roundabout alternative.
4.62 High
$3,307,000
(100% HSIP
eligible)
16. Tuolumne Boulevard Complete Streets: Paradise Rd to SR-99 Implement a road diet on Tuolumne Blvd and provide enhanced crosswalks (high visibility striping, curb extensions, and RRFB's), protected left turns at Roselawn Ave, and buffered bike lanes.
13.62 High
$1,788,800
(68% HSIP
eligible)
17. Sutter Ave Complete Streets: Paradise Rd to Robertson Rd Implement a complete streets project to include Class II bike lanes, sidewalk in missing locations, and curb extensions at Elsie Street and at South Avenue. Project to include removal of on-street parking on one side of Sutter Avenue.
20.23 Medium
$977,800
(90% HSIP
eligible)
18. Intersection improvements at Bodem St and Scenic Dr Remove southbound right turn lane, reduce the curb radius of the northeast corner, install a raised crosswalk for the crossing of the channelized turn, realign crosswalks with high visibility striping, implement protected-only phasing on all approaches, and reduce design walking speed to 2.8 fps for senior center.
13.54 High
$735,300
(56% HSIP
eligible)
19. Downtown Complete Streets study
Conduct a complete streets study to identify potential crossdowntown bicycle facilities. Improvements to consider include removing travel lanes along G Street and/or H Street to implement Class IV facilities, implementing a bicycle connection from the Virginia Avenue Corridor Trail to G Street/H Street, and redesigning the Burney Street/G Street/18th Street intersections.
Intersection redesign to consider a roundabout at Burney Street/G Street and closing 18th Street between G Street and Burney Street.
Study to evaluate two-way versus one-way cycle tracks, and to identify crossing improvements.
High
20. Intersection improvements at 9th St and O St
Install bicycle and pedestrian improvements. Low
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72 Modesto Systemic Safety Analysis Report
PROJECT 3
This stretch of Standiford Avenue/Sylvan
Avenue connects residential areas to retail
areas along the corridor. This stretch of
roadway has experienced several pedestrian
collisions, including a fatal collision. At
the intersection of Standiford Avenue and
Longbridge Drive, there is a residential
trail connection area with transit stops and
retailers near this location, creating a high
desire line for bicyclists and pedestrians.
Bridgeford Lane serves residential
neighborhoods and has existing crosswalks.
This project aims to install PHBs at these
locations to enhance pedestrian accessibility
and motor vehicle yielding behavior.
STANDIFORD AVENUESYLVAN AVENUE PHBs
INTERSECTIONS OF STANDIFORD AVENUE AND LONGBRIDGE
DRIVE AND SYLVANE AVENUE AND BRIDGEFORD LANE
Install raised median with
directional opening and
pedestrian refuge
Contingency and nonconstruction costs
Pedestrian Hybrid Beacon (PHB)
(with intersection improvements)
$100,000
$555,000
$537,100
Total $1,192,200
Cost
Project Recommendations
• Install Pedestrian Hybrid Beacons across
Standiford Avenue at Longbridge Drive and
across Sylvan Avenue at Bridgeford Lane
• Install Longbridge Drive crossing across the
east leg with a refuge island
• Restrict lefts out from Longbridge Drive onto
Standiford Avenue.
Existing Conditions
TOTAL COST, 90% ($1,072,980) HSIP-FUNDED
$1,192,200
KSIs, 2011-2015
2 TOTAL BENEFITS
$14,211,513
B/C RATIO
11.92 TARGET MODES
3 ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 267 -
Project Cutsheets 73
·108
Floyd Ave
E Rumble Rd
Standiford Ave
Sunrise Ave
Mc Henry Ave
Tully Rd
Carver Rd Carver Rd
CollegeAve
Sylvan Ave
Tully Rd
W Rumble Rd
Clara�na Ave
Pelandale Ave
Pelandale Ave
Longbridge Dr
Bridgeford Ln
Add PHBs at the intersections of
Longbridge Dr and Standiford Ave
and Bridgeford Ln and Sylvan Ave
1 2
N:\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\Formatted_Basemap_for_Cutsheet.mxd Inset
¬ Schools
Railroad
Park
Water
Top 25 Intersection Hot Spots (2011 – 2015)
Figure 3
Standiford Ave
Longbridge Dr
Add new pedestrian
crossing with PHBs
Directional median and median refuge
opening to restrict
lefts from Longbridge
Dr to Standiford Ave
Add PHBs
1 Standiford/Longbridge 2 Sylvan/Bridgeford
#13..
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74 Modesto Systemic Safety Analysis Report
PROJECT 5
PROTECTED LEFT TURN
IMPROVEMENTS
INTERSECTIONS OF ORANGEBURG AVENUE AND CARVER
ROAD, COLDWELL AVENUE AND TULLY ROAD, COFFEE ROAD
AND FLOYD AVENUE, COFFEE ROAD AND RUMBLE ROAD
5 The intersections listed in Project 5 are currently
operating with permissive left turn phasing (where
left turning traffic must yield to on-coming through
traffic and pedestrians). Permissive left turns
can often result in broadside collisions between
vehicles due to misjudgment of gaps in through
traffic, getting stuck in the intersection at the end
of a phase, and mistaking the permissive phase as
a protected phase. Permissive left turns can also be
detrimental to pedestrians and bicyclists as drivers
can be focused on finding a gap in traffic and less
attentive to conflict pedestrians and bicyclists.
A protected left turn phase provides a green
arrow for left turning vehicles, thereby eliminating
conflict points between on-coming through traffic,
bicyclist, and pedestrians.
Install new signal heads
and protected left turns $960,000
$787,200 Contigency and
non-construction costs
Total $1,747,200
Cost
Project Recommendations
Install protected left turns at the following
intersections:
• Orangeburg Ave/Carver Rd
• Coldwell Ave/Tully Rd
• Coffee Rd/Floyd Ave
• Coffee Rd/Rumble Rd
Existing Conditions
TOTAL COST, 100% HSIP-FUNDED
$1,747,200
KSIs, 2011-2015
5 TOTAL BENEFITS
$15,095,808
B/C RATIO
8.64 TARGET MODES
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 269 -
Project Cutsheets 75
·108
·132
·99
Paradise Ave
Needham St
G St
Downey Ave
Standiford Ave
BlueGumAve
H St
Tuolumne Blv
Su�er Ave
Mc Henry Ave
S Carpenter Rd
S 7Th St
Tully Rd
La Loma Ave
Floyd Ave
Mable Ave
Paradise Rd
Maze Blv
S 9Th St
Rose Ave
5Th St
L St
E Briggsmore Ave
Carver Rd
E Rumble Rd
Kansas Ave
Tully Rd
N Carpenter Rd
Bodem St
College Ave
E Roseburg Ave
W Orangeburg Ave
W Roseburg Ave
Coffee Rd
K St
J St
E Orangeburg Ave
D St
Sunrise Ave
Woodland Ave
Oakdale Rd
9Th St
W Rumble Rd
Yosemite Blv
College Ave
Scenic Dr
Presco� Rd
Coffee Rd
Sylvan Ave
W Briggsmore Ave
W Rumble Rd
Standiford Ave
Sisk Rd
N 9th St
Coldwell Ave
N:\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\Formatted_Basemap_for_Cutsheet.mxd Inset
Railroad
Park
Water
Install
Protected
Left Turns
Implementation
Locations (4)
#13..
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76 Modesto Systemic Safety Analysis Report
PROJECT 6
INTERSECTION
IMPROVEMENTS AT TULLY
ROAD AND RUMBLE ROAD
INTERSECTION OF TULLY ROAD AND RUMBLE ROAD
6 Tully Road and Rumble Road are both
among the most heavily used roadways
in Modesto. This particular intersection
is in a school zone, and is signalized
with permissive left turns. Although the
crosswalks are painted yellow to indicate
the intersection is near a school, the paint
on these crosswalks are fading due to wear
and tear and do not qualify as being highvisibility. This intersection has experienced a number of both pedestrian and bicycle
collisions and is a relatively high-stress
facility for these users, especially during the
morning and afternoon hours when children
are heading to or from school. This project
aims to improve pedestrian and bicycle
safety by enhancing pedestrian visibility and
reducing conflict points between roadway
users.
Install new signal heads
and protect left turns $483,000
$470,000 Contigency and
non-construction costs
Total $998,000
Cost
Project Recommendations
• Install advanced stop bars, high visibility
crosswalk striping, and curb extensions.
• Add blank-out no right turn sign on
all approaches.
• Reconfigure signals to add leading pedestrian
intervals and protected left turns on all
approaches
• Restripe eastbound and westbound approaches
to accommodate exclusive left turn lanes.
Existing Conditions
TOTAL COST, 90% ($898,200) HSIP-FUNDED
$998,000
KSIs, 2011-2015
1 TOTAL BENEFITS
$6,792,052
B/C RATIO
6.81 TARGET MODES Install pedestrian signage p ql
m
High visibility crosswalks
(with existing striping removal)
$15,000
$9,000
Leading Pedestrian Interval (LPI)
Blank-out no right turn signs
$4,000
$5,000
Curb extensions at crosswalks $12,000
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 271 -
Project Cutsheets 77
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Protected left turns
Blank-out no right turn
signs on all approaches Add LPI
High-visibility
crosswalks with
curb extensions Tully Rd
Rumble Rd
#13..
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78 Modesto Systemic Safety Analysis Report
PROJECT 8
RUMBLE ROAD PEDESTRIAN
IMPROVEMENTS
CONANT AVENUE TO KELLER STREET
8 This stretch of Rumble Road connects
residential areas to several elementary,
middle, and high schools and parks
along the corridor, and has experienced
multiple pedestrian collisions. The high
volumes along Rumble Road make this
roadway a relatively high-stress facility for
pedestrians. The existing infrastructure
has deteriorated due to wear and tear,
and crossings are not as prominent to
drivers. This project aims to enhance
school pedestrian safety by implementing
pedestrian crossing improvements and
traffic calming measures.
Project Recommendations
• Enchance school crossing along Rumble Road
with crosswalk improvements at Conant Ave,
Park Pl, Holiday Ln, Pembroke Dr, York Way,
Wales St, Napier Dr, College Ave, Edward Ave,
Hampshire Ln, Claremont Ave, Highgate Rd,
Warwick Ln, and Bay Ln.
• Enhancements include crosswalk improvements
(e.g., high visibility crosswalk striping, in-street
pedestrian crossing signs, refuge islands, curb
extensions) and traffic calming (e.g., speed
cushions, traffic circles).
Existing Conditions
Install pedestrian signage
p qlm
High visibility crosswalks
(with existing striping removal)
Curb extensions at crosswalks
$24,000
$33,000
$1,365,000
$1,265,600 Contigency and
non-construction costs
Total $2,687,600
Cost
TOTAL COST, 100% HSIP-FUNDED
$2,687,600
KSIs, 2011-2015
1 TOTAL BENEFITS
$1,388,807
B/C RATIO
0.52 TARGET MODES
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 273 -
Project Cutsheets 79
·108
·132
·99
Paradise Ave
Needham St
Su�er Ave
G St
Downey Ave
Standiford Ave
S Carpenter Rd
H St
Tuolumne Blv
Mc Henry Ave
S 7Th St
S 9Th St
Yosemite Blv
Tully Rd
La Loma Ave
Floyd Ave
Mable Ave
Paradise Rd
Maze Blv
Rose Ave
5Th St
L St
E Briggsmore Ave
Carver Rd
E Rumble Rd
Kansas Ave
Tully Rd
N Carpenter Rd
Bodem St
College Ave
E Roseburg Ave
W Orangeburg Ave
W Roseburg Ave
K St
J St
E Orangeburg Ave
D St
Coffee Rd
Sunrise Ave
Woodland Ave
9Th St
W Rumble Rd
CollegeAve
Blue Gum Ave
Presco� Rd
Coffee Rd
Sylvan Ave
Sisk Rd
Scenic Dr
W BriggsmoreAve
Standiford Ave
Needham Opas
N 9Th St
W Rumble Rd
N:\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\Formatted_Basemap_for_Cutsheet.mxd Inset
Railroad
Park
Water
Top 25 Intersection Hot Spots (2011 – 2015)
Figure 3
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Project Overview
High-visibility
crosswalks with
curb extensions
and add school
crossing signs
High-visibility
crosswalks with
curb extensions
and add school
crossing signs
Rumble Rd
Rumble Rd
Conant Ave
Park Dr
1 Rumble / Conant 2 Rumble / Park
#13..
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80 Modesto Systemic Safety Analysis Report
PROJECT 9
Oakdale Road from Celeste Drive to Lancey
Drive connects residential areas to a number
of pedestrian generators, including Orchard
Elementary, Saint Joseph’s Church, and
nearby commercial. This stretch of Oakdale
Road has experienced a number of pedestrian
collisions and is a relatively high-stress facility
for pedestrians. The intersection of Celeste
Drive and Merle Avenue is complex and
right-of-way may not be clear. The northern
crossing at this intersection is pushed north
such that pedestrians may not be easily
visible to westbound traffic. The residential
accesses create numerous conflict points
along the corridor. This project aims to
improve pedestrian safety by simplifying
potential conflict points along the corridor,
enhancing pedestrian visibility, and improving
accessibility.
OAKDALE ROAD: PHASE 1
CELESTE DRIVE TO LANCEY DRIVE
Protected left turn phase
(where left turns already exist)
Leading Pedestrian Interval (LPI)
p qlmUpgrade pedestrian crossings
(crosswalks, ADA ramps, signage)
Pedestrian Hybrid Beacon (PHB)
Install raised median with
directional opening and
pedestrian refuge
Cost
Project Recommendations
• Redesign Oakdale Road/Merle Avenue
intersection. Includes moving northern crosswalk
south of 1823 Oakdale Road driveway, reducing
driveway curb cut, installing protected left turns
for the westbound approach, and signalize
driveway crossing on west side.
• Implement leading pedestrian intervals at the
Oakdale Road intersections with Merle Avenue
and Lancey Drive.
• Install blank-out no right turn signs on all
approaches at Merle Avenue and Oakdale Road,
and at Lancey Drive and Oakdale Road.
• Install raised median along Oakdale Road from
Merle Avenue to Celeste Drive and restrict lefts
out from Celeste Drive onto Oakdale Road.
• Install a new pedestrian crossing on the north
leg of Celeste Drive and Oakdale Road with a
Pedestrian Hybrid Beacon and median refuge.
• Install new signal interconnect from Oakdale
Road to Merle Ave.
Existing Conditions
TOTAL COST, 90% ($802,260) HSIP-FUNDED
$891,022
KSIs, 2011-2015
4 TOTAL BENEFITS
$16,955,242
B/C RATIO
19.02 TARGET MODES
$80,000
$8,000
$80,000
$50,440
$150,000
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 Signal timing improvements
Contigency and
non-construction costs
Total $891,022
$103,000
$419,582
#13..
- 275 -
Project Cutsheets 81
Merle Ave
Celeste Dr
Lancey Dr
Signalize pedestrian
crossing of driveway
Blank-out no right turn
signs on all approaches
Protected left turns from
Merle Ave to Oakdale Rd
Median on Oakdale
Rd between Merle
Ave and Celeste Dr
Relocate crosswalk
to south of driveway
and reduce curb cut
Add LPI
Add new pedestrian
crossing with PHBs
and median refuge
Directional median
opening to restrict
lefts from Celeste
Dr onto Oakdale Rd
Add LPI
Blank-out no right turn
signs on all approaches,
including the driveway
Interconnect signals at
Merle Ave and Lancey Dr
Oakdale Rd
Add ADA ramps on
southbound approach
#13..
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82 Modesto Systemic Safety Analysis Report
PROJECT 11
PEDESTRIAN IMPROVEMENTS
AT CLAUS ROAD AND
CREEKWOOD DRIVE
11 INTERSECTION OF CLAUS ROAD AND CREEKWOOD DRIVE
The intersection of Claus Road and
Creekwood Drive is the main intersection
serving Peter Johansen High School. Claus
Road in the project vicinity is a six-lane
roadway, with motorists traveling at high
speeds. Despite there being a pedestrian
bridge to facilitate safe crossings, students
were observed to cross Claus Road atgrade on the south leg, which is particularly concerning as there is no crosswalk, no
pedestrian actuation for the signal phase,
and the signal is not timed to provide
adequate time to cross. This project
focuses on enhancing pedestrian safety
by constructing an at-grade crossing on
the south approach that includes a median
refuge and curb extensions to reduce
the crossing distance, as well as signal
enhancements.
Cost
Project Recommendations
Implement an at-grade crosswalk on the
south approach with median refuge and curb
extensions, protected-only left turn phasing, and
leading pedestrian intervals with blank-out no
right turn signs.
Existing Conditions
TOTAL COST, 90% ($702,720) HSIP-FUNDED
$780,600
KSIs, 2011-2015
0 TOTAL BENEFITS
$1,027,141
B/C RATIO
1.32 TARGET MODES
Leading Pedestrian Interval (LPI) $4,000
$60,000
Convert signals to
protected left turns $320,000
$367,600 Contigency and
non-construction costs
Total $780,600
Blank-out no right turn signs $20,000
Curb extensions at crosswalks $4,500
p qlmHigh visibility crosswalks
(with existing striping removal) $4,500
Install pedestrian refuge islands
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 277 -
Project Cutsheets 83
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Protected left turns
Blank-out no right turn
signs on all approaches Add LPI
Add new crosswalk
with median refuge
and curb extensions
Creekwood Dr
Claus Rd
#13..
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84 Modesto Systemic Safety Analysis Report
PROJECT 12
COFFEE ROAD
ENHANCED CROSSINGS
EAST MORRIS AVENUE TO MULTNOMAH DRIVE
12 This stretch of Coffee Road serves a
variety of retail, residential, medical, and
institutional land uses, including Thomas
Downey High School and John Muir
Elementary School. It has experienced
several pedestrian and bicycle collisions,
with 3 KSI collisions during the study
period. It is a higher-stress facility for
pedestrians and bicyclists given the multilane cross-section and higher speeds. Given the limited crossing facilities along the
corridor, the project aims to provide new,
enhanced crossings to improve accessibility
and to further improve existing crossings.
Cost
Project Recommendations
• Install a traffic signal at Chadwick Court and
PHBs at East Morris Avenue and at Multnomah
Drive.
• Enhance signalized crossings at Lucern Avenue
and at East Fairmont Avenue with high visibility
crosswalk striping and protected left turns.
• Align bus stops to be adjacent to the far side of
the enhanced crossings.
Existing Conditions
TOTAL COST, 100% HSIP-FUNDED
$2,521,800
KSIs, 2011-2015
3 TOTAL BENEFITS
$10,773,702
B/C RATIO
4.27 TARGET MODES
Install new signal
(with intersection improvements)
Pedestrian Hybrid Beacon (PHB)
(with intersection improvements)
Convert signals to
protected left turns
$400,000
$400,000
$560,000
$1,136,200 Contigency and
non-construction costs
Total $2,521,800
p qlm
High visibility crosswalks $15,600
Relocate bus stop $10,000
+
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 279 -
Project Cutsheets 85
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
1 4
Relocate
bus stop
Protected
left turns
Protected
left turns
Add new pedestrian
crossing with PHBs
Add new pedestrian
crossing with PHBs
High-Visibility
Crossings
High-Visibility
Crossings
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USD USGS, AeroGRID, IGN, and the GIS User Commun
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
1 4
Relocate
bus stop
Protected
left turns
Protected
left turns
Add new pedestrian
crossing with PHBs
Add new pedestrian
crossing with PHBs
High-Visibility
Crossings
High-Visibility
Crossings
SDA,
unity
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
SDA,
unity
SDA,
unity
2 5
Protected
left turns
High-Visibility
Crossings
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
3 1
Relocate
bus stop
+
Signalize
Intersection
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Sourc
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
1 4
Relocate
bus stop
Protected
left turns
Add new pedestrian
crossing with PHBs
High-Visibility
Crossings
E Orangeburg Ave
Rose Ave
E Briggsmore Ave
Bodem St
E Roseburg Ave
E Orangeburg Ave
Sunrise Ave
CoffeeRd
Sunrise Ave
Coffee Rd
Scenic Dr
E Briggsmore Ave
Inset
Railroad
Park
Water
Top 25 Intersection Hot Spots (2011 – 2015)
Figure 3
1 2
3 4
5 1 Coffee / Multnomah
2 Coffee / Fairmont 3 Coffee / Chadwick
4 Coffee / Lucern 5 Coffee / Morris
Project Overview
Multnomah Dr
Fairmont Ave Chadwick Ct
Lucern Ave
Morris Ave
#13..
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86 Modesto Systemic Safety Analysis Report
PROJECT 13
COFFEE ROAD BICYCLE
IMPROVEMENTS
SYLVAN AVENUE TO SCENIC DRIVE
13 Coffee Road from Sylvan Avenue to
Scenic Drive spans most of the City from
the north to south. This stretch serves
most land uses that exist in the City –
residential, retail, medical and institutional
services. There have been 11 KSI collisions
along the corridor during the study period.
This project focuses on improving bicycle
safety by closing the gaps in the Class II
bicycle facilities, and by installing medians
where appropriate to reduce the number
of conflict points between motorists
and bicyclists. This project also includes
implementing conflict green paint, as well
as identifying driveways and side streets
with deficient sight distance and removing
any sight obstructions, all aiming to
enhance visibility of bicyclists to motorists.
Cost
Project Recommendations
• Complete gaps in Class II facilities, including
conflict zone green paint.
• Identify driveways and side streets with
deficient sight distance and remove
obstructions.
• Install raised medians to restrict access at select
locations.
Existing Conditions
TOTAL COST, 90% ($1,980,360) HSIP-FUNDED
$2,200,400
KSIs, 2011-2015
11 TOTAL BENEFITS
$71,182,940
B/C RATIO
32.35 TARGET MODES
Install Class II bike lanes $52,000
Bike lane conflict zone
green marking $290,000
$991,400 Contigency and
non-construction costs
Total $2,200,400
p qlm
Roadway re-striping
(with existing striping removal) $247,000
Install raised median $560,000
Clear sight triangles $60,000
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 281 -
Project Cutsheets 87
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Co Conflict zone
marking at
driveways
Install Class II
bike lane to fill
the gap north
of intersection
Median on
Coee Rd
Median on
Coee Rd
Merle Ave
El Vista Ave
Rose Ave
Floyd Ave
Rose Ave
ore Ave
E Rumble Rd Sunrise Ave
E Orangeburg Ave
Bodem St
g Ave
La Loma Ave
E Orangeburg Ave
Sunrise Ave
Scenic Dr
Oakdale Rd
Coffee Rd
Sylvan Ave
Floyd Ave
Coffee Rd Coffee Rd
Oakdale Rd
Sylvan Ave
E Briggsmore Ave
Sylvan Ave
Inset
Project Overview Inset
See
Inset
#13..
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88 Modesto Systemic Safety Analysis Report
PROJECT 14
COFFEE ROAD AND
SCENIC DRIVE PROTECTED
INTERSECTION
INTERSECTION OF COFFEE ROAD AND SCENIC DRIVE
14 The intersection of Coffee Road and Scenic
Drive is large, being up to seven lanes wide
on the west approach. The intersection
serves an office park and public trail to the
south, and multiple retailers to the north.
There have been two KSI collisions at this
intersection during the study period, and
this project aims to create a safer space
for all users. A protected intersection,
identified as an at-grade intersections
where cyclists and pedestrians are
separated from cars, will help facilitate
pedestrian and bicycle travel through the
intersection, which includes relocating
the west crosswalk to the east leg to
reduce conflict points and eliminate the
double threat between southbound right
turning traffic and pedestrians crossing
Scenic Drive.
Implement protected intersection
(with signal modifcations) $600,000
$557,700 Contigency and
non-construction costs
Total $1,184,300
Cost
Project Recommendations
• Redesign the Coffee Road/Scenic Road
intersection as a protected intersection to
facilitate northbound/southbound bicycle travel
through the intersection.
• Relocate the west crosswalk to the east side of
the intersection.
Existing Conditions
TOTAL COST, 100% HSIP-FUNDED
$1,184,300
KSIs, 2011-2015
2 TOTAL BENEFITS
$4,105,466
B/C RATIO
3.47 TARGET MODES
Install green bike lanes on
northern leg intersection
p qlm
High visibility crosswalks
(with existing striping removal)
$16,600
$6,000
Leading Pedestrian Interval (LPI) $4,000
ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 283 -
Project Cutsheets 89
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Implement
protected
intersection
Relocate crosswalk to
east side of intersetion
Add Class II bike
lane to north leg
of intersection
#13..
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90 Modesto Systemic Safety Analysis Report
PROJECT 15
INTERSECTION IMPROVEMENTS
AT PARADISE ROAD, SUTTER
AVENUE, MLK DRIVE, AND
TUOLUMNE BOULEVARD
15 INTERSECTION OF PARADISE ROAD, SUTTER AVENUE,
MLK DRIVE, AND TUOLUMNE BOULEVARD
This five-leg intersection has multiple conflict points and long crossing distances for pedestrians and
bicyclists. This project is focused on simplifying the
number of conflict points and enhancing the pedestrian
environment. The City is currently pursuing a road
diet of Paradise Road, and Project 16 would install a
road diet on Tuolumne Boulevard; these two projects
would present an opportunity to consider a single lane
roundabout at this location. The project assumes a
single lane roundabout would be feasible at this location.
If it is determined that a roundabout would not be
feasible, alternative safety countermeasures should be
considered to achieve the goals of this project, such
as curb extensions, protected left turns, high visibility striping, etc.
Install roundabout $2,000,000
Cost
Project Recommendations
• Redesign intersection to enhance
multi-modal safety.
• Consider single lane roundabout
alternative.
Existing Conditions
TOTAL COST, 100% HSIP-FUNDED
$3,307,000
KSIs, 2011-2015
1 TOTAL BENEFITS
$15,266,040
TARGET MODES $1,307,000 Contigency and nonconstruction costs Total $3,307,000
B/C RATIO
4.62 ADDRESSES SYSTEMIC PROFILES 1 2 3 4 5 6 7 8 9 10 11 12 13 #13..
- 285 -
Project Cutsheets 91
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Consider
single-lane
roundabout
Tuolumne Ave
Paradise Rd
MLK Dr Sutter Ave
Sample Implementation
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92 Modesto Systemic Safety Analysis Report
Developer Fees
California law allows local
governments to establish and
charge a fee on residential and nonresidential development in order to fund the need for public facilities
and to service population growth.
Public facility fees can be charged to
new development based on density
and traffic impacts, and can go to a
variety of public facilities, one being
local roadways.
BUILD Grant
The U.S. Department of Transportation
provides an opportunity to invest in
road, rail, transit and port projects
through the Better Utilizing Invested
to Leverage Development (BUILD)
Grant, previously known as the TIGER
Grant. Congress has dedicated nearly
$7.1 billion for ten rounds of National
Infrastructure Investment to fund
projects that have a significant local
or regional impact. In each round,
DOT examines and judges projects on
their merit to produce high benefits
for the community it serves, and
to explore ways to deliver projects
that have difficulty being supported
through traditional DOT programs.
Affordable Housing
and Sustainable
Communities
Program (AHSC)
The AHSC Program, administered
by the Strategic Growth Council and
implemented by the Department of
Housing and Community Development
(HCD), funds land-use, housing,
transportation, and land preservation
projects to support infill and
compact development that reduces
greenhouse gas (GHG) emissions.
This program will assist project areas
by providing grants and/or loans, or
any combination thereof, that will
achieve GHG emission reductions and
benefit Disadvantaged Communities,
Low-Income Communities, and
Low-Income Households through
increased accessibility of affordable
housing, employment centers, and
key destinations via low-carbon
transportation. This results in fewer
vehicle miles traveled through
shortened or reduced trip lengths or
mode shifts from Single Occupancy
Vehicles to use of transit, bicycling, or
walking. The project areas this funding
is geared toward are transit oriented
development (TOD) Project Areas,
Integrated Connectivity Project (ICP)
Project Areas, or Rural Innovation
Project Areas (RIPA).
Although many countermeasures identified in this report are wellsuited for HSIP grant funding, Modesto is encouraged to continue exploring diverse funding sources for implementation of safety projects. The following pages summarize potential local, state, and federal funding sources related to transportation safety. funding and
implementation
#13..
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Funding and Implementation 93
SB1 Funding
The U.S. Department of
Transportation’s Senate Bill 1 (SB
1), also known as the Road Repair
and Accountability Act of 2017, is a
landmark transportation investment
to rebuild California by fixing
neighborhood streets, freeways,
and bridges in communities across
California and targeting funding
toward transit and congested trade
and commute corridor improvements.
The largest portion of SB 1 funding
goes to California’s state-maintained
transportation infrastructure. With
this funding, Caltrans has a goal of
repairing or replacing 17,000 miles
of pavement in 10 years, spending
$250 million annually for congestion
solutions, over $700 million for better
transit commutes and supporting
freight improvements. The other
portion of SB 1 funding will go to local
roads, transit agencies, and expanding
the state’s pedestrian and cycle
routes. SB 1 funds various grants,
which can be found below.
Local Streets and
Roads Program
(LSRP)
California State Senate Bill 1 has
dedicated approximately $1.5 billion
per year appointed by the State
Controller (Controller) to cities and
counties for basic road maintenance,
rehabilitation, and critical safety
projects on the local streets and
roads system. Cities and counties
must submit a proposed project
list adopted at a regular meeting
by their board or council that is
then submitted to the California
Transportation Commission
(Commission). Once reviewed and
adopted by the Commission, eligible
cities and counties receive funding
from the Controller and an Annual
Project Expenditure Report is sent
to the Commission to be transparent
with program funding received
and expended.
Local Partnership
Program (LPP)
The Local Partnership Program’s
purpose is to provide local and
regional transportation agencies
that have passed sales tax measures,
developer fees, or other imposed
transportation fees with a funding
of $200 million annually from the
Road Maintenance and Rehabilitation
Account to fund aging infrastructure,
road conditions, active transportation,
and health and safety benefits
projects. LPP funds are distributed
through a 50% statewide competitive
component and a 50% formulaic
component. Both programs are
eligible to jurisdictions with voter
approved taxes, tolls, and fees
dedicated solely to transportation and
the competitive program
ATP Funding
The Active Transportation Program
was created by Senate Bill 99 to
encourage increased use of active
modes of transportation such as
walking and biking. The goals of the
ATP include, but are not limited to,
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94 Modesto Systemic Safety Analysis Report
increasing the proportion of trips
accomplished by walking and biking,
increasing the safety and mobility
of non-motorized users, advancing
efforts of regional agencies to
achieve greenhouse gas reduction
goals, enhancing public health,
and providing a broad spectrum
of projects to benefit many types
of users, including disadvantaged
communities. SB 1 directs $100 million
annually from SB 1 to the ATP, with
more than 400 of the funded projects
being Safe Routes to School projects
and programs that encourage a
healthy and active lifestyle throughout
students’ lives.
Caltrans Sustainable
Transportation
Planning Grant
The Sustainable Transportation
Planning Grants include two parts:
Sustainable Communities Grants and
Strategic Partnerships Grants. The
Sustainable Communities Grants have
$29.5 million set aside to encourage
local and regional planning goals and
best practices cited in the Regional
Transportation Plan Guidelines. The
Strategic Partnerships Grants set
aside $4.5 million to identify and
address statewide, interregional, or
regional transportation deficiencies
on the state highway system in
partnership with Caltrans. These
grants were released for Fiscal
Year 2020-21 and applications
were due October 17, 2019. Grant
announcements are anticipated in
spring 2020. There may be another
grant on the horizon, but Caltrans has
not released any new information yet.
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Funding and Implementation 95
Safe Routes to
School (SRTS)
Funding
Safe Routes to School (SRTS) is
a program promoting walking
and bicycling to school through
infrastructure improvements, tools,
safety education, and incentives to
encourage these modes of travel.
Nationally, 10 to 14 percent of car trips
during the morning rush hour are for
school travel.
SRTS can be implemented at the
state, community, or local school
district level. Competitive federal
funding is available through the Fixing
America’s Surface Transportation
Act (FAST Act). Depending on the
existing infrastructure, SRTS may
require that education, transportation,
public safety, and city planning
agencies coordinate their effort.
Valley Air District
The Valley Air District develops and
administers incentive programs
targeted at reducing harmful
emissions throughout the Valley. The
District is consistently working to
ensure the Valley receives available
federal, state, and local funding for
these projects and has invested more
than $2 billion through a combined
public-private partnership.
The District has set money aside
for bicycle infrastructure projects,
including Class I, Class II, or Class
III bike routes. The program
provides funding to assist with the
development or expansion of a
comprehensive bicycle-transportation
network which will provide a viable
transportation option for travel to
school, work, and commercial sites.
Measure L
Measure L is a 25-year ½ cent sales
tax approved by Stanislaus County
voters in November 2016. This
funding is for local transportation
improvements including, but not
limited to, fixing potholes and
maintaining streets; improving
emergency response; providing bike
and pedestrian improvements for local
connectivity between communities,
local schools, trails. and recreation
facilities; providing point-to-point
shuttle services for seniors, veterans,
and persons with disabilities; funding
for transit operations, maintenance,
and infrastructure improvements; and
improving safety and reducing traffic
congestion on Highway 99 and major
streets. The passage of Measure L
designates Stanislaus County as a
“Self-Help” County, making it more
successful in competing for funding
and leveraging a share of state and
federal funding.
Modesto gets the largest allocation
of Measure L funding at $21,640,434
(35.8%) for Stanislaus County. TRIP, a
national research group, stated that
the Modesto-Metro Area currently has
the 20th worst roads in the United
States. The City has broken down the
allocations by expenditure category
to be 83.4% funded for local streets
and roads, 9.1% going to traffic
management, and 7.5% going to bike
and pedestrian improvements.
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Back
Matter
5 • Conclusion
• Appendix A: Countermeasure Toolbox
• Appendix B: Walking Audit Schedule
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98 Modesto Systemic Safety Analysis Report
The Modesto SSAR lays the
groundwork and provides the
resources necessary for the
preparation of successful Highway
Safety Improvement Program (HSIP)
grant applications by the City of
Modesto. By taking a more proactive
approach in identifying safety
improvement projects, this report
completes a system-wide, datadriven analysis of collisions across all modes of travel. Over the next several
months, City Engineers will continue
to identify specific hotspot locations,
match them with appropriate
Countermeasures, and identify further
sources of funding to complete the
project identified in the report.
In January 2020, Caltrans awarded
the City of Modesto a Local Roadway
Safety Program (LRSP) grant.
The next step of this Plan will be
to incorporate the objectives of
the LRSP into this Plan by looking
beyond engineering projects to
incorporate the other “Es” of safety,
including education, enforcement, and
emergency services, and focusing on
equitable community engagement
and investment.
conclusion
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Conclusion 99
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100 Modesto Systemic Safety Analysis Report
This toolbox presents a collection
of 56 potential roadway safety
countermeasures that may be
applicable in various contexts
around Modesto. Many of these
countermeasures are recommended
for addressing the 13 systemic profiles
identified in this report, as well as for
the ten priority projects.
As noted in the figure below, for each
countermeasure, a description and the
recommended treatment locations are
noted. A full list of countermeasures is
presented on the facing page.
appendix A
countermeasure
toolbox
COUNTERMEASURE
Extend Pedestrian Crossing Time
+ Prolongs the green phase when pedestrians
are present to provide additional time for
pedestrians to clear the intersection. Can
occur automatically in the signal phasing or
when prompted with pedestrian detection.
Topography should be considered in
clearance time.
Countermeasure title
Countermeasure icon
Treatment locations
Countermeasure
description
What You’ll See
in This Toolbox:
Locations: Signalized intersections
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Countermeasure Toolbox 101
Summary of Countermeasures
A. SIGNAL TIMING & PHASING
Additional Signal Heads
Extend Pedestrian Crossing Time
Flashing Yellow Arrow
Leading Pedestrian Interval
Pedestrian Phase Recall
Permissive Lefts To Protected
Pedestrian Scramble
Reduce Cycle Lengths
Coordinated Signal Operation
Extend Green Time for Bikes
Extend Yellow and All-Red Time
F. OTHER
Access Management/Close Driveway
Intersection, Street-Scale Lighting
Remove Obstructions for SIghtlines
C. BIKEWAY DESIGN
Bicycle Crossing (Solid Green Paint)
Bicycle Signal/Exclusive Bike Phase
Bike Detection
Bike Box
Class I Bicycle Path or Mixed-Use Trail
Class II Bike Lane
Class IV Separated Bikeway
Green Bike Lane Conflict Zone Markings
Two-Stage Turn Queue Bike Box
D. PEDESTRIAN CROSSINGS
Install Pedestrian Countdown Timer
Pedestrian Hybrid Beacon (PHB)
Curb Extensions
High-Visibility Crosswalk
Pedestrian Median Barrier
Raised Crosswalk
Pedestrian Refuge Island
Rectangular Rapid Flashing Beacon (RRFB)
Reduce Curb Radius
B. INTERSECTION &
ROADWAY DESIGN
Close Slip Lane
Raised Intersection
Convert Two-Way Stop to All-Way Stop
Install Sidewalk
Protected Intersection
Raised Median
Lane Narrowing
Road Diet
Widen Shoulder
Roundabout
Signal Head Improvements
Traffic Circle
Programmable Signals, Visors, or Louvers
Edge Line/Center Line Rumble Strips
E. SIGNS & MARKINGS
Advance Stop Markings
Advance Yield Markings
Prohibit Right-Turn-On-Red
Bicycle Wrong Way Signs
Pedestrian Signage
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102 Modesto Systemic Safety Analysis Report
A. SIGNAL TIMING & PHASING
COUNTERMEASURE
Extend Pedestrian Crossing Time
Increases time for pedestrian walk phases,
especially to accommodate vulnerable
populations, such as children and the elderly.
COUNTERMEASURE
Additional Signal Heads
+
Additional signal heads allow drivers to
anticipate signal changes farther away from
intersections, decreasing the likelihood of
driver error resulting in a collision with a
pedestrian.
COUNTERMEASURE
Leading Pedestrian Interval
Gives people walking a head start, making
them more visible to drivers turning right or
left. “WALK” signal comes on a few seconds
before the cars get their green light. May be
used in combination with No Right Turn on
Red restrictions.
COUNTERMEASURE
Flashing Yellow Arrow
Flashing yellow arrows can be used to replace
permissive left green ball indicators for signal
heads over left turn lanes. The flashing yellow
arrow has shown to be more effective in
warning motorists to yield right-of-way to oncoming motorists. With protected-permissive phasing, the use of a flashing yellow arrow
presents an opportunity to not allow the
permissive left if an opposing pedestrian call
is placed.
COUNTERMEASURE
Reduce Cycle Lengths
Long traffic signal cycles (e.g., 120 seconds or
greater) result in higher levels of pedestrian
delay. When delay is significant, pedestrians
are more inclined to ignore signal indications.
COUNTERMEASURE
Pedestrian Scramble
-
A form of pedestrian "WALK" phase at a
signalized intersection in which all vehicular
traffic is required to stop, allowing pedestrians
to safely cross through the intersection in any
direction, including diagonally.
COUNTERMEASURE
Pedestrian Phase Recall
Signals can be put in “recall” full time or
for key time periods of day such as peak
business hours or school drop-off/pick-up
times. During these periods the “WALK” signal
would be displayed every signal cycle without
prompting by a pedestrian push button.
Locations: Signalized Intersections
Locations: Signalized intersections
Locations: Signalized Intersections
Locations: Signalized Intersections
Locations: Signalized Intersections
Locations: Signalized Intersections
Locations: Signalized
Intersections
Locations: Signalized intersections
COUNTERMEASURE
Permissive Lefts to Protected
Provides a protected green arrow phase
for left turning vehicles while showing a red
light for both on-coming traffic and parallel
pedestrian crossings. Eliminates conflicts
between pedestrians and left-turning vehicles.
+
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Countermeasure Toolbox 103
COUNTERMEASURE
Coordinated Signal Operation
Interconnected signal systems provide
coordination between adjacent signals to
better facilitate travel through a corridor. When
implemented, the number of stops is reduced,
and therefore the opportunity to run red lights
is also reduced.
Locations: Signalized Intersections
COUNTERMEASURE
Extend Green Time For Bikes
Prolongs the green phase when bicyclists
are present to provide additional time for
bicyclists to clear the intersection. Can occur
automatically in the signal phasing or when
prompted with bicycle detection. Topography
should be considered in clearance time.
COUNTERMEASURE
Extend Yellow and All Red Time
Extending yellow and all red time allows
drivers and bicyclists to safely cross through
a signalized intersection before conflicting
traffic movements are permitted to enter the
intersection.
Locations: Signalized Intersections
Locations: Signalized Intersections
+
+
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104 Modesto Systemic Safety Analysis Report
COUNTERMEASURE
Raised Intersection
Elevates the intersection to bring vehicles to
the sidewalk level and increases the visibility
of pedestrians. Serves as a traffic calming
measure by extending the sidewalk context
across the road.
COUNTERMEASURE
Raised Median
A concrete or landscaped area between the
two directions of travel. Increases safety by
reducing vehicular speeding and reducing
pedestrian crossing distance.
COUNTERMEASURE
Convert Two-Way Stop to All-Way Stop
STOP
ALL WAY
Converting two-way stops to all-way stops
prevents motorists, bicyclists, and pedestrians
from having to cross free-flowing lanes
of traffic at a side-street stop-controlled
intersection and reduces the risk of collision.
Locations: Unsignalized Street Crossings Locations: Unsignalized Street Crossings Locations: Unsignalized Street Crossings
COUNTERMEASURE
Close Slip Lane
Modifies the corner of an intersection to
remove the sweeping right turn lane for
vehicles. Results in shorter crossings for
pedestrians, reduced speed for turning
vehicles, better sight lines, and space for
landscaping and other amenities.
COUNTERMEASURE
Install Sidewalk
Sidewalks and walkways are “pedestrian
lanes” that provide people with space to travel
within the public right-of-way that is separated
from roadway vehicles. They are associated
with reduced crashes where pedestrians were
walking along the roadway.
COUNTERMEASURE
Protected Intersection
Protected intersections use corner islands,
curb extensions, and colored paint to
delineate bicycle and pedestrian movements
across an intersection. Slower driving speeds
and shorter crossing distance increase safety
for pedestrians. Separates bicycles from
pedestrians.
COUNTERMEASURE
Road Diet
Depending on the street, road diets may change
the number of lanes, turn lanes, center turn lanes,
bike lanes, parking lanes, and/or sidewalks. Road
diets optimize street space to benefit all users by
improving the safety and comfort of pedestrians
and bicyclists, and reducing vehicle speeds and
the potential for rear end collisions.
Locations: Along the Road Locations: Along the Road
Locations: Signalized Intersections Locations: Signalized Intersections
COUNTERMEASURE
Lane Narrowing
A reduction in lane width produces a traffic
calming effect by encouraging motorists to
travel at slower speeds, lowering the risk of
collision with bicyclists, pedestrians, and other
motorists.
Locations: Along the Road
B. INTERSECTION & ROADWAY DESIGN
x
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Countermeasure Toolbox 105
COUNTERMEASURE
Signal Head Improvements
Improving signal head visibility reduces the
likelihood of crashes caused by traffic signal
violations. Installing backplates, increasing
the size of signal displays, and installing LED
lenses should all be considered as potential
countermeasures.
Locations: Signalized Intersections
COUNTERMEASURE
Widen Shoulder
Widened shoulders create greater separation
between vehicles and pedestrians and also
provide motor vehicle safety benefits, such as
space for inoperable vehicles to pull out of the
travel lane.
COUNTERMEASURE
Roundabout
Roundabouts are circular intersections designed
to eliminate left turns by requiring traffic to travel
in a counter-clockwise direction and exit to the
right. Installed to manage vehicular speeds,
reduce pedestrian exposure, improve safety at
intersections through eliminating angle collisions,
and help traffic flow more efficiently.
Locations: Signalized Intersections, Unsignalized Street Crossings, Roundabouts
Locations: Along the Road
COUNTERMEASURE
Programmable Signals/Visors/Louvers
These may be installed at traffic signals to limit
the field of view of a particular signal head.
They are applicable in cases when where the
road user could be misdirected, particularly
at skewed or closely-spaced intersections
when the road user sees the signal indications
intended for other approaches before seeing
the signal indications for their own approach.
Locations: Signalized Intersections
COUNTERMEASURE
Edge Line/Center Line Rumble Strips
Rumble strips can be installed along the edge line
or center line to address roadway departure and
head-on crashes caused by distracted, drowsy, or
otherwise inattentive drivers who drift from their
lane.
Locations: Along the Road
COUNTERMEASURE
Traffic Circles
Installed at stop-controlled intersections to facilitate a circular flow at an intersection, which result in
slower speeds through the intersection.
Locations: Along the Road, Unsignalized Intersections
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106 Modesto Systemic Safety Analysis Report
C. BIKEWAY DESIGN
COUNTERMEASURE
Bicycle Crossing (Solid Green Paint)
Solid green paint across an intersection that
signifies the path of the bicycle crossing.
Increases visibility and safety of bicyclists
traveling through an intersection.
COUNTERMEASURE
COUNTERMEASURE
Bicycle Signal/Exclusive Bike Phase
Bike Box
A traffic signal directing bicycle traffic across
an intersection. Separates bicycle movements
from conflicting motor vehicle, streetcar,
light rail, or pedestrian movements. May be
applicable for Class IV facilities when the
bikeway is brought up to the intersection.
A designated area at the head of a traffic
lane at a signalized intersection that provides
bicyclists with a safe and visible way to get
ahead of queuing traffic during the red signal
phase.
COUNTERMEASURE
Bike Detection
Bike detection is used at signalized intersections,
either through use of push-buttons, in-pavement
loops, or by video or infrared cameras, to call a
green light for bicyclists and reduce delay for
bicycle travel. Discourages red light running
by bicyclists and increases convenience of
bicycling.
COUNTERMEASURE
Class I Bicycle Path or Mixed Use Trail
Provides a completely separate right of
way that is designated for the exclusive use
of people riding bicycles and walking with
minimal cross-flow traffic. Paths and trails
offer opportunities for the lowest stress
bicycle travel.
COUNTERMEASURE
Class II Bike Lane
Using designated lane markings, pavement
legends, and signage, bike lanes provide
dedicated street space for bicyclists,
typically adjacent to the outer vehicle travel
lane.
COUNTERMEASURE
Green Bike Lane Conflict Zone Markings
Green pavement within a bicycle lane to increase
visibility of bicyclists and to reinforce bicycle
priority. The green pavement can be either as a
corridor treatment or as a spot treatment in conflict
areas such as frequently used driveways.
COUNTERMEASURE
Class IV Separated Bikeway
Space on the roadway set aside for the exclusive
use of bicycles and physically separated from
vehicle traffic. Types of separation may include,
but are not limited to, grade separation, flexible
posts, physical barriers, or on-street parking.
Locations: Locations: Signalized Intersections
Locations: Signalized Intersections Locations: Along the Road Locations: Signalized Intersections
Locations: Along the Road
Locations: Along the Road
Locations: Along the Road
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Countermeasure Toolbox 107
COUNTERMEASURE
Two-Stage Turn Queue Bike Box
This roadway treatment provides bicyclists with a
means of safely making a left turn at a multi-lane
signalized intersection from a bike lane or cycle
track on the far right side of the roadway. In this
way, bicyclists are protected from the flow of traffic
while waiting to turn. Usage could be mirrored for
right-turns from a one-way street with a left-side
bikeway.
Locations: Signalized Intersections
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108 Modesto Systemic Safety Analysis Report
COUNTERMEASURE
Curb Extensions
Widens the sidewalk at intersections or
midblock crossings to shorten the pedestrian
crossing distance, to make pedestrians more
visible to vehicles, and to reduce the speed of
turning vehicles.
COUNTERMEASURE
High-Visibility Crosswalk
A crosswalk that is designed to be more visible
to approaching drivers. Crosswalks should be
designed with continental markings and use
high-visibility material, such as inlay tape or
thermoplastic tape instead of paint.
COUNTERMEASURE
Install Pedestrian Countdown Timer
Displays “countdown” of seconds remaining
on the pedestrian signal. Countdown
indications improve safety for all road users,
and are required for all newly installed traffic
signals where pedestrian signals are installed.
COUNTERMEASURE
Pedestrian Hybrid Beacon (PHB)
Pedestrian-activated beacon used at mid-block
crosswalks and side-street stop-controlled
intersections to notify oncoming motorists to
stop with a series of red and yellow lights. Also
known as a High-Intensity Activated crossWalK
(HAWK) beacon
Locations: Signalized Intersections
Locations: Unsignalized Street Crossings, Roundabouts
Locations: Signalized Intersections, Unsignalized Street Crossings Locations: Intersection Geometry, Unsignalized Street Crossings Locations: Along the Road
COUNTERMEASURE
Pedestrian Refuge Island
Pedestrian refuge islands provide a protected
area for pedestrians at the center of the
roadway. They reduce the exposure time for
pedestrians crossing the intersection. They
simplify crossings by allowing pedestrians to
focus on one direction of traffic at a time.
COUNTERMEASURE
Raised Crosswalk
The crosswalk is elevated to match the
sidewalk to make pedestrians more visible
to approaching vehicles. Typically located
at midblock crossings or across free right
turns, they encourage motorists to yield to
pedestrians and reduce vehicle speed. An
entire intersection may be raised similarly.
COUNTERMEASURE
Rectangular Rapid Flashing Beacon
Pedestrian-activated flashing lights and
additional signage enhance the visibility of
marked crosswalks and alert motorists to
pedestrian crossings.
COUNTERMEASURE
Pedestrian Median Barrier
Pedestrian median barriers restrict pedestrians
from crossing the median at locations where
nearby crossings are available and midblock
crossings may have poor sight distance or
insufficient crossing enhancements for the
conditions.
Locations: Signalized Intersections, Unsignalized Street Crossings Locations: Unsignalized Street Crossings, Roundabouts
Locations: Unsignalized Street Crossings, Roundabouts
D. PEDESTRIAN CROSSINGS
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Countermeasure Toolbox 109
COUNTERMEASURE
Reduce Curb Radius
Decreasing curb radii can improve safety
for bicyclists and pedestrians by requiring
motorists to reduce vehicle speeds by
marking sharper turns. Smaller radii provide
larger pedestrian waiting areas at corners,
improve sight distances, and shorten crossing
distances.
Locations: Intersection Geometry, Unsignalized Street Crossings #13..
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110 Modesto Systemic Safety Analysis Report
COUNTERMEASURE
Advance Yield Markings
Yield lines are placed 20 to 50 feet in advance
of multi-lane pedestrian crossings to increase
visibility of pedestrians. Used in conjunction
with Yield to Pedestrian signage. Can reduce
the likelihood of a multiple-threat crash.
COUNTERMEASURE
Advance Stop Markings STOP
A stop bar placed ahead of the crosswalk at
stop signs and signals reduces conflict with
pedestrians from vehicles encroaching on the
crosswalk.
COUNTERMEASURE
Prohibit Right-Turn-on-Red
ON RED
Prohibiting right-run-on-red movements should
be considered at skewed intersections, or where
exclusive pedestrian “WALK” phases, Leading
Pedestrian Intervals (LPIs), sight distance issues,
or high bike/ped volumes are present. Can help
prevent crashes between vehicles turning right on
red from one street and through vehicles on the
cross street, and crashes involving bicyclists and
pedestrians.
Locations: Signalized Intersections, Unsignalized Street Crossings Locations: Unsignalized Street Crossings
Locations: Signalized Intersections
COUNTERMEASURE
Bicycle Wrong Way SIgns
Bicycle "Wrong Way" signs can be installed
on sidewalks or the left side of the roadway to
discourage bicyclists from traveling the wrong way
in the road or on the crosswalk.
Locations: Along the Road
COUNTERMEASURE
Pedestrian Signage
Pedestrian signage uses bright color and
reflective properties to attract the attention of
motorists. It provides advance warning of the
potential of pedestrians in the roadway and
alerts them to modify their speed.
Locations: Unsignalized Street Crossings
E. SIGNS & MARKINGS
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Countermeasure Toolbox 111
COUNTERMEASURE
Access Management
Vehicles entering and exiting driveways may
conflict with pedestrians and with vehicles
on the main road, especially at driveways
within 250 feet of intersections. Consolidating
driveways near intersections with high crash
rates related to driveways may reduce potential
conflicts.
COUNTERMEASURE
Intersection & Street-Scale Lighting
Street and intersection lighting helps make
pedestrians and other road users or hazards
more visible to motorists at night, improving driver
perception and reaction time and reducing the
risk of collision.
Locations: Unsignalized Street Crossings, Roundabouts
Locations: Along the Road
COUNTERMEASURE
Remove Obstructions For Sightlines
Remove objects that may prevent drivers
and pedestrians from having a clear sightline.
May include installing red curb at intersection
approaches to remove parked vehicles (also
called “daylighting”), trimming or removing
landscaping, or removing or relocating large
signs.
Locations: Along the Road, Signalized Intersections,
Unsignalized Street Crossings, Roundabouts
F. OTHER
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112 Modesto Systemic Safety Analysis Report
appendix B
walking audit map
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·219
·108
·132
∙99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
E Whitmore Ave
Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
E BriggsmoreAve
4 3
3 1
1 4
2 5
2 City Hall
\\Fpwc03.fpainc.local\wc-data\PROJECTS\_WC18\WC18-3497.00_Modesto_SSAR\Graphics\GIS\MXD\WalkAudit.mxd ¬
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·108
·132 ∙99
Needham St
G St
Downey Ave
H St
Yosemite Blv
La Loma Ave
5Th St
L St
K St
J St
D St
9Th St
Scenic Dr
1 City Hall
See Inset
Inset
Walking Audit Intersections
Day, Order
! Day 1
! Day 2
! Start and End of Both Days
! School Location
Prioirty Corridor
Profile Mode
Vehicle
Bicycle
Pedestrian
Railroad
Park
Water
Modesto SSAR Walking Audit Plan
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·219
·108
·132
∙99
Needham St
G St
E Orangeburg Ave
Finch Rd
Tuolumne Blv
Mc Henry Ave
Yosemite Blv
S 7Th St
La Loma Ave
Floyd Ave
Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
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Mable Ave
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Merle Ave
5Th St
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Sylvan Ave
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El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
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W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
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Mable Ave
S 9Th St
MazeBlv
Rose Ave
Merle Ave
5Th St
Woodland Ave
Sylvan Ave
E Rumble Rd
El Vista Ave
Tully Rd
N Carpenter Rd
College Ave
W Orangeburg Ave
W Roseburg Ave
Paradise Rd
J St
Sunrise Ave
Crows Landing Rd
Dale Rd
Scenic Dr
9Th St
W Whitmore Ave
W Rumble Rd
Carver Rd W Hatch Rd
Kiernan Ave
Coffee Rd
Blue Gum Ave
Prescott Rd
Coffee Rd
Lakewood Ave
Claribel Rd
E Hatch Rd
Sylvan Ave
Kansas Ave
Floyd Ave
S Carpenter Rd
Mitchell Rd
W Briggsmore Ave
Tully Rd
Pelandale Ave
Roselle Ave
Standiford Ave
Oakdale Rd
Claus Rd Garner Rd
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Terminal Ave
N 9Th St
Sisk Rd
Claratina Ave
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local
roadway
safety
plan
FINAL | SEPTEMBER 2022 prepared by
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2 Modesto LRSP
Contents
front matter
introduction
vision and goals
safety partners
existing efforts
collision history, risk factors, and trends
countermeasures
Safe Road Users
Safe Speeds
Post-Crash Care
Equity Considerations
Emerging Technology
dui strategies and considerations
evaluation and implementation
3 4
8 9
10 12
17 18
20 22
24 26
28 30
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3 Front Matter
statement of protection of data
from discovery and admissions
Section 148 of Title 23, United States Code
Reports discovery and admission into evidence of certain reports, surveys, and information—notwithstanding any other provisions of law, reports, surveys, schedules, lists, or data, compiled or collected for any purpose relating to this section, shall not be subject to discovery or admitted into evidence in a federal or state court proceeding or considered for other purposes in any action for damages arising from any occurrence at the location identified or addressed in the reports, surveys, schedules, or other data.
Under 23 U.S. Code § 409 and 23 U.S. Code § 148, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway-highway crossings are not subject to discovery or admitted into evidence in a federal or state court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data.
This study applies a systemic safety approach that identifies certain features on select roadways that are correlated with specific collision types and frequencies. This broad approach is necessitated by the inherent nature of covering an entire agency’s facilities in one study and the limited scope/budget available to prepare Local Roadway Safety Plans. Limited time is available to perform field observations throughout the study area to contextualize the data, and therefore, it is beyond the scope of work to perform indepth “hot spot” evaluations at all locations. acknowledgements
The 2020 City of Modesto Local Roadway Safety Plan (LRSP) was funded through an LRSP grant provided by the California Department of Transportation (Caltrans). Input was sought from an advisory group consisting of staff from the City of Modesto.
Fehr & Peers assisted the City of Modesto in preparing the plan.
Caltrans LRSP Grant ID: LRSP142
Advisory Group
Members
Sgt. Lance Nicolai
Modesto Police Department
Bobby Moser
Stanislaus County Health Services Agency
Kyle Fliflet
Stanislaus County Health Services Agency
Fehr & Peers
Project Team
Meghan Mitman
Ryan McClain
Ashlee Takushi
Terence Zhao
Lee Reis
Susie Hufstader
City of Modesto
Project Managment
Sandeep Sandhu
Cindy van Empel
James Ashby
Michael Sacuskie
Phillip Soares
Scott Collins
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4 Modesto LRSP
The City of Modesto is committed
to prioritizing safety and decreasing
traffic‑related deaths and serious
injuries on city streets. This Local Road
Safety Plan (LRSP) builds upon the
work of the Systemic Safety Analysis
Report (SSAR) to proactively evaluate
hot spots and systemic risk factors
throughout the city and identify
proven countermeasures that can be
implemented through the current and
future Capital Improvement Plan (CIP),
as well as key partnerships with safety
stakeholders. This section defines the
Safe System approach, the philosophy
underpinning this LRSP, and provides
background on safety work in Modesto.
Introduction
the safe system
approach
Each day, people are killed and
seriously injured on roads in the US
and California. On average, a collision
resulting in someone being killed
or severely injured (KSI) occurs in
Modesto once every six days. Crashes
can irreversibly change the course of
human lives, touching victims, their
families and loved ones, and society
as a whole. The City of Modesto
believes all KSIs are unacceptable and
is adopting a Safe System approach to
improve safety in the city.
Figure 1 The Safe System Approach
Source: Fehr & Peers for FHWA
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5 Through collective action on the part
of all roadway system stakeholders—
from system operators and vehicle
manufacturers to law enforcement
and everyday users—a Safe System
approach anticipates human mistakes
with the goal of eliminating fatal and
serious injuries for all road users.1
A Safe System approach acknowledges
the vulnerability of the human body,
in terms of the amount of kinetic
energy transfer a body can withstand,
when designing and operating a
transportation network.
According to the World Health
Organization, the goal of a Safe System
is to ensure that if crashes occur, they
“do not result in serious human injury.”2
A Safe System approach addresses the
five elements of a safe transportation
system—safe road users, safe vehicles,
safe speeds, safe roads, and post-crash
care—in an integrated manner, through
a wide range of interventions (see
Figure 1).
The Safe System approach to road
safety started internationally as part of
the Vision Zero proclamation that, from
an ethical standpoint, no one should be
killed or seriously injured on the road
system.3 Countries that have adopted
the Safe System approach have had
significant success reducing highway
fatalities, with reductions in fatalities
between 50 and 70%.4
traditional approach
Prevent crashes
Improve human behavior
Control speeding
Individuals are responsible
React based on crash history
safe system approach
Prevent deaths and serious injuries
Design for human mistakes/limitations
Reduce system kinetic energy
Share responsibility
Proactively identify and address risks
1 Belin, M.-Å., Tillgren, P., & Vedung, E.
(2012). Vision Zero - a road safety policy
innovation. International Journal of Injury
Control and Safety Promotion, 19, 171-179.
2 World Health Organization (2011).
Decade of Action for Road Safety 2011-
2020. Retrieved from https://www.who.int/
roadsafety/decade_of_action/plan/plan_
en.pdf, pg. 9.
3 Johansson, R. (2009). Vision Zero -
Implementing a policy for traffic safety.
Safety Science, 47, 826-831; and Tingvall, C.,
& Haworth, N. (1999). An Ethical Approach
to Safety and Mobility. Paper presented
at the 6th ITE International Conference
Road Safety and Traffic Enforcement. 6-7
September 1999, Melbourne, Australia.
4 World Resources Institute (2018).
Sustainable and Safe: A Vision and
Guidance for Zero Road Deaths. Retrieved
from https://www.wri.org/publication/
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6 Modesto LRSP
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7 The Institute of Transportation
Engineers (ITE) and the Road to Zero
Coalition’s Safe System Explanation
and Framework articulate that in order
to anticipate human mistakes, a Safe
System seeks the following:
• Separate users in a physical
space (e.g., sidewalks, dedicated
bicycle facilities)
• Separate users in time (e.g.,
pedestrian scramble, dedicated
turn phases)
• Alert users to potential hazards
• Accommodate human injury
tolerance through interventions that
reduce speed or impact force
The recommendations in this LRSP
have been organized to follow the
Safe System approach elements, and
to reflect the shared responsibility of
system planners, designers, and users in
support of the city’s safety goals.
background
The City of Modesto recently
developed a Systemic Safety Analysis
Report (SSAR). The report identified
opportunities for the city to improve
safety for all modes of travel through
roadway design projects that are
relevant to project locations, feasible
for implementation, and competitive
for grant funding. The Local Road
Safety Plan (LRSP) builds upon the
infrastructure‑focused work of the
SSAR to provide a comprehensive
safety strategy for Modesto that
includes engineering as well as
education, enforcement, and
emergency services.
about modesto
The City of Modesto, situated on
the Tuolumne River in the northern
San Joaquin Valley, is home to
approximately 212,600 people and is
the largest city in Stanislaus County.
It is located in the Central Valley, 68
miles south of Sacramento, 90 miles
north of Fresno, and 92 miles east of
San Francisco. Much of Modesto is
surrounded by rich farmland and was
once served by one of the busiest rail
corridors in the country.
A majority of the existing roadway
network was built with wide travel
lanes and high posted speed limits,
with a focus on motor vehicles. Owing
to the suburban land-use patterns in
much of Modesto, a major freeway
and arterials dividing the city, and
development pressures on the urban
edge, multimodal traffic safety is a
growing concern. To that end, this
report identifies projects for future
implementation.
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8 Modesto LRSP
Vision
and Goals
Modesto Safety Vision Statement
Proactively implement multimodal transportation safety improvements to eliminate fatal and severe injuries throughout the City of Modesto Discourage motorists from driving under the influence through educational and enforcement programs, and decrease the severity of DUI collisions 6 through roadway infrastructure improvements.
Increase multi-jurisdictional collaboration through enhanced technology (such as shared databases) among city agencies, health care, and 5 enforcement on post-crash care.
Encourage people to drive at lower speeds with roadway design 4 improvements and signage.
Increase the number of roadway and intersection improvements that promote safe turning movements of motorists at intersections and along 3 high-speed roadways.
Implement roadway and intersection improvements that increase the 1 visibility of road users, especially for people walking and biking.
Enhance roadway crossings, especially near schools and other high pedestrian activity areas, to promote and support safe travel for people 2 walking and biking.
The Modesto Safety Vision Statement was developed based on work completed through the SSAR, including stakeholder feedback and input from city staff. The city’s vision statement sets a concise yet comprehensive framework to guide the city’s investments in multimodal safety, education, emergency services, and enforcement.
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9 Safety Partners
The city is excited to have engaged
stakeholders representing engineering,
law enforcement, and education to
cover key perspectives of the Safe
System elements and bring a multidisciplinary set of safety strategies and implementation resources. The
Technical Advisory Committee for the
LRSP included representatives from
the City of Modesto along with the
following local and regional partners:
• Stanislaus County Health Services
Agency Because traffic safety
is fundamentally a public health
issue, the Public Health Division
of the Stanislaus County Health
Services Agency (HSA) plays a
key role in Modesto’s traffic safety
strategy. The HSA implements safety
education and training programs
aimed at helping parents and
caretakers make sure their child
is riding safely in a vehicle or on a
bicycle, as well as pedestrian safety
education programs.
• Modesto Police Department
Traffic Division Police officers
provide valuable insight into
observed behavior on the roads,
and are important partners in safety
conversations so that jurisdictions
can focus enforcement time on
behaviors most closely associated
with injuries and fatalities. Modesto
Police officers also lead and
participate in traffic safety education
programs.
Additional safety partners in
Modesto include Mothers Against
Drunk Driving, Safe Kids Stanislaus,
Modesto City Schools, the California
Highway Patrol, and the League of
American Bicyclists. On October
27, 2020, the Technical Advisory
Committee met to discuss
non‑engineering emphasis areas
from the SSAR. The committee was
interested in prioritizing efforts that
address driving under the influence,
red-light running, speeding, and
pedestrian and bicyclist safety.
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10 Modesto LRSP
Existing Efforts
In recent years, efforts to improve
transportation safety in Modesto
have included a thorough analysis of
collisions and applicable engineering
countermeasures through the Systemic
Safety Analysis Report, and grants
from the California Office of Traffic
Safety for enforcement, education, and
outreach programs.
modesto systemic
safety analysis report
Completed in 2020, the City of
Modesto’s Systemic Safety Analysis
Report (SSAR) lays the groundwork
and provides the resources necessary
for the preparation of successful
Highway Safety Improvement Program
(HSIP) and other local and federally
funded grant applications by the city.
The study was largely funded through
the SSAR program grant provided
by the California Department of
Transportation (Caltrans).
The SSAR program was initiated by
Caltrans to help local agencies take
a strategic approach identifying
systemic and hot spot safety
improvement projects by completing
a system-wide, multi-year data-driven
analysis of collisions. With a focus
on engineering interventions, the
SSAR includes collision and roadway
database development, review of
local collision data, a safety data
analysis, collision profile development,
safety countermeasure selection, and
project development.
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11 office of traffic
safety grants
The California Office of Traffic Safety
(OTS) takes a leadership role in efforts
to make California roadways safe
for all users. Through grant funding
provided by the National Highway
Traffic Safety Administration (NHTSA),
OTS supports California jurisdictions
and organizations in implementing
enforcement, education, and public
information programs in ten priority
program areas. In Modesto, OTS grants
support existing efforts, such as
• Modesto Police Department
Enforcement OTS funding
supports DUI saturation patrols and
check points. Saturation patrols
are targeted at areas where DUI
collisions have occurred, paired with
social media campaigns and press
releases to reduce and prevent
driving under the influence. Officers
from Modesto Police Department
noted that while DUI enforcement
has increased with grant funding,
DUIs are still up since the start of the
COVID-19 pandemic.
• Modesto Police Department Bicycle
and Pedestrian Safety Grant
funding supports free helmets and
safety gear for the community, police
participation in Walk and Bike to
School Day, and safety videos and
messaging in partnership with Safe
Kids Stanislaus.
• Health Services Agency Countywide
Programs OTS grants for the HSA
focus on family engagement and
safety equipment distribution,
including child seat safety checks
and educational classes. The HSA
also provides bicycle education
programs, and has new funding to
build out local Bike Closets to reduce
traffic in neighborhoods and increase
outdoor activity. Bike Closets are
a bicycle lending library program
where area residents can check
out bicycles for use and receive
bicycle maintenance education.
With the installation of Bike Closets
around the city, education programs
and safe routes of travel are
increasingly necessary.
other existing efforts
The Technical Advisory Committee
discussed these additional existing
efforts:
• The police department, along with
Mothers Against Drunk Driving,
promote DUI education campaigns
and enforcement stops.
• Speed feedback trailers are installed
at various hotspot locations and
the Modesto Police Department
has increased speed enforcement
throughout the city.
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12 Modesto LRSP
For the SSAR, five years of the most
current crash data available at the
time (2011-2015) was extracted from
the Statewide Integrated Traffic
Records System (SWITRS) and
Transportation Injury Mapping System
(TIMS) databases. The datasets include
extensive collision detail such as collision
location, type, severity, parties involved,
contributing factors, and more. The
SSAR provides an in-depth analysis
of this crash history data, identifying
collision trends, location types, and hot
spots for crashes resulting in a death
or serious injury. For demographic
context, Modesto’s population is 44%
non-Latino white, 40% Latino, 7% Asian,
4% Black, 3% two or more races, and
Collision
History,
Risk Factors,
and Trends
2% non-Latino Native American. Thirtyseven percent of residents speak a language other than English at home.
Approximately 15% of Modesto residents
are living in poverty, with a citywide
median income of $59,300.
annual collision trends
Annual collision trends show a rise in
collisions since 2011. The total number
of collisions across all modes of
transportation rose from 1,685 in 2011
to 2,080 in 2015. Fatal and severe injury
(KSI) collisions dipped in 2013 and
2014, but show an upward trajectory.
Fatal collisions increased to 15 in 2015,
up from 10 to 11 per year in prior years.
Figure 2 KSI Collisions, 2011-2015
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13 Motor vehicle KSI collisions remained
relatively constant, averaging about
36 per year. By comparison, bicycle
KSI collisions fluctuated between 4 to
12 per year, but appear to be trending
down. Pedestrian KSI collisions follow
a similar trend to pedestrian collisions
overall: down in 2013, but on the rise
by 2015.
collision severity
Vulnerable road users, including
bicyclists and pedestrians, are more
susceptible to fatal or severe injury
collisions. Broken down by mode,
motor vehicle collisions accounted for
90% of all collisions but only 60% of
fatal collisions. By contrast, pedestrianinvolved collisions made up 5% of all collisions but 33% of fatal collisions.
Bicycle collisions made up 5% of all
collisions and 7% of fatal collisions.
collision location
Across all modes, most collisions
occurred at intersections; nearly 80%
of all collisions either occurred at
intersections or were intersectionrelated. However, a slightly higher share of KSI collisions occurred along
roadway segments or midblock.
The largest share of pedestrian
collisions occurred with pedestrians
crossing in a crosswalk at an
intersection (47% of all pedestrian
collisions). However, pedestrian
collisions in a crosswalk at an
intersection comprised only 37% of
pedestrian KSI collisions and 15% of
pedestrian fatal collisions. The largest
share of pedestrian KSI and fatal
collisions involved pedestrians crossing
at an unmarked location (44% and 55%,
respectively).
Figure 3 Collision Mode Share
by Severity, 2011-2015
Figure 4 Pedestrian Collisions by
Severity and Pedestrian
Location, 2011-2015
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14 Modesto LRSP
1 2
3 4
5 6
contextual data and
systemic analysis
The systemic analysis in the SSAR
combined crash history with contextual
data on roadway characteristics as
well as input from local stakeholders to
produce a set of 13 collision profiles to
highlight the most common and severe
collision patterns in Modesto:
Broadside vehicular
collisions at signalized
intersections with
permissive left turns
Broadside vehicular
collisions at intersections
caused by signal violations
Broadside vehicular
collisions on high-speed
roadways
Driving under the influence
Vehicular collisions on
six‑lane roadways
Broadside collisions at large,
signalized intersections
involving bicycles
Broadside collisions at
unsignalized intersections
involving bicycles
Broadside collisions on
high‑speed roadways
involving bicycles
Bicycle collisions involving
wrong-way riding
Pedestrian collisions
at crosswalks at large
signalized intersections with
permissive left turns
Pedestrian right-of-way
collisions at uncontrolled
crosswalks at large
intersections
Pedestrian right-of-way
collisions at uncontrolled
crosswalks at small
intersections
Pedestrian violation
collisions on large roadways
not at crosswalks
7 8
9 10
11 12
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16 Modesto LRSP
project development
The 13 collision profiles provide a
blueprint for Modesto to prioritize
countermeasures to reduce KSI
crashes. Chapter 3 of the SSAR
provides an overview of each collision
profile including a description of
the profile, a map of the collisions,
and identification of applicable
countermeasures for feasibility and
implementation consideration. Potential
priority projects were identified in
consideration of the 13 collision profiles
along with identification of top hot spot
locations. The SSAR Project Team and
Stakeholder Advisory Group completed
a two-day walking audit around the city
on Tuesday, May 14 and Wednesday,
May 15, 2019.
The walking audit provided first-hand
insight into the challenges roadway
users face throughout the city. This
project team identified 20 priority
projects through the walking audit.
These projects were then presented
to the public though an evening
community meeting on September
11, 2019 and a published survey to
solicit feedback regarding project
prioritization.
The two projects listed below were
among those identified as projects that
may compete well for grant funding,
align with city priorities, and were
ranked as a priority by the community:
• Pedestrian Hybrid Beacon (PHB)
installation at the intersections of
Standiford Avenue and Longbridge
Drive and of Sylvan Avenue and
Northamption Lane, as well as
the addition of median pedestrian
refuges.
• PHB and crosswalk installation
at Oakdale Road and Celeste
Drive, as well as a redesign of
Oakdale Road from Celeste Drive
south to Lancey Drive including
intersection improvements and signal
modifications.
As part of Caltrans’ Highway Safety
Improvement Program (HSIP) Cycle
10 funding, applications for the two
projects were submitted for grant
funding, and both projects received
funding.
PHOTO
PLACEHOLDER
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17 The Modesto SSAR provides an
in-depth guide on engineering
countermeasures for each collision
profile, including decision‑making
frameworks for safety improvements,
detailed descriptions of
countermeasures with cost estimates,
and feasibility and implementation
considerations for each engineering
countermeasure. The detailed
information can be found in Chapter 3
of the SSAR. This section presents
additional safety countermeasures to
include Road Users and Post Crash
Care, supplementing the SSAR’s
engineering focused countermeasures
on roadway design and speed
reductions. Vehicle design does
not fall within the city’s current
purview, though they acknowledge
opportunities to consider autonomous
vehicle planning and ITS technologies
with future safety efforts.
Countermeasures
Safe Road Users
Safe Speeds
Post-Crash Care
Emerging
Technology
Equity
Considerations
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18 Modesto LRSP
Safe Road Users
Transportation safety education plays an important role in shaping and shifting behavior. Many cities, such as Seattle, Oakland, and Los Angeles, are including community engagement and education to make streets safer for all. For example, the Los Angeles Vision Zero Dignity-Infused Community Engagement (DICE) approach includes partnerships with local nonprofits, paid outreach work for those experiencing barriers to employment, and both large- and small-scale community engagement events.
public education
media campaign
A public education media campaign
focused on discouraging drinking and
driving and/or speeding, along with
encouraging increased awareness of
pedestrians and bicyclists at night and
appropriate crosswalk behaviors, could
complement engineering interventions
targeting these risk factors in the city.
Targeted education can be directed at
vulnerable populations, with the help of
local partners, and at certain behaviors
of drivers, pedestrians, and bicyclists
to deter specific collision types.
Specific locations on the high‑injury
network may also be appropriate for
concentrated education messages,
such as on bus shelters or billboards.
Modesto can develop educational
outreach campaigns that focus on
common violations leading to fatalities
and severe injuries in Modesto, based
on the collision profiles identified in
the SSAR.
Education and outreach campaigns
could include the following:
• Reducing driving under the influence,
as 8% of KSI collisions involved drugs
or alcohol
• Emphasizing that speeding is deadly,
as 18.7% of collisions were caused
by unsafe speeding and 67% of KSI
collisions were on roadways with
speed limits of 35 mph or more.
• Reinforcing which road user has the
right-of-way, including awareness of
pedestrians in marked and unmarked
crosswalks, as 28% of KSI collisions
involved a vehicle right-of-way or
pedestrian right-of-way violation.
• Encouraging pedestrians to cross
in crosswalks, to complement
engineering countermeasures
addressing the need for safer
crossings, as 51.6% of pedestrian
KSIs occurred while a pedestrian was
crossing outside of a crosswalk or a
crosswalk was not present.
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19 educational
materials on new
roadway design
changes
Temporary demonstrations, like pop-up
installations, can physically showcase
proposed safety infrastructure and
emergency response to the public in
a tangible way. Preparing materials
and videos focused on new types of
roadway designs and Modesto’s major
violation issues can direct community
conversations for meaningful outcomes.
partner with
local schools on
transportation
safety
Local schools can be partners in
promoting safe driver behavior.
Education campaigns can involve
students promoting safer driving to their
parents by holding signs during pick-ups
and drop-offs. Expanding existing youth
programs led by the County Health
Services Agency present an opportunity
to provide ongoing Safe Routes to
School education to all students each
year. OTS grants also offer a variety of
education programs that include Every
15 Minutes, Sober Graduation, and DUI
mock trials in high schools intended to
teach students about the dangers of
alcohol and driving.
partner with
local experts
Local partners can serve as community
liaisons between the City and the
public. Working with community
partners and public institutions that
have relationships with residents,
such as the Stanislaus County Public
Library, strengthens the engagement
process by building trust and engaging
an established base of stakeholders.
Local partners can help tailor the
engagement process or incorporate
engagement into existing programs
and resources to educate people more
effectively about roadway safety.
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20 Modesto LRSP
Safe Speeds
Roadway networks within the city should address safety of all road users, including those who walk, bike, roll, drive, and ride transit. Roadway design and management should encourage safe speeds and manipulate appropriate crash angles to ensure that collisions do not result in a fatality or serious injury. The SSAR provides engineering design recommendations to this effect, but these improvements should be complemented with enforcement tacics.
high visibility
enforcement
High visibility enforcement is a
multi‑faceted approach to enforcement
that involves garnering public attention
to traffic safety laws through highly
visible patrols such as checkpoints,
saturation patrols, or message boards.
The goal of high visibility enforcement
is to promote voluntary compliance
with traffic laws and is one of the
most effective enforcement strategies
for safety outcomes, according to
NHTSA research.5
5 Richard, C. M., Magee, K., BaconAbdelmoteleb, P., & Brown, J. L. (2018).
Countermeasures That Work: A Highway
Safety Countermeasure Guide For State
Highway Safety Offices, 2017 (No. DOT
HS 812 478). United States. Department
of Transportation. National Highway
Traffic Safety Administration. https://
www.nhtsa.gov/sites/nhtsa.gov/files/
documents/812478_countermeasures-thatwork-a-highway-safety-countermeasuresguide-.pdf. Accessed May 3, 2021. automated
enforcement
Automated enforcement, such as
red-light cameras or speed safety
cameras, target the specific drivers who
are behaving dangerously. A strictly
data-driven approach to automated
enforcement might place red-light or
speed cameras in locations with the
highest number of collisions. However,
speed safety cameras are not currently
allowed in California. The City should
monitor potential changes to state
legislation for future use of this critical
tool, should it become available.
During the Technical Advisory
Committee meeting, red-light
running was identified as a high
priority. Discussion centered around
the opportunity to install red-light
cameras and signal technology to
both enforce and mitigate the safety
impact of red‑light running should it
be considered again for Modesto in the
future.
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21 cross-sector
partnerships
Alternatives to law enforcement involve
investing in cross-sector partnerships
to promote transportation safety.
Alternatives include the following:
• Community partners can be hired
as Street Safety Ambassadors and
canvas corridors with severe traffic
fatalities or where communities
are experiencing the most traffic
stops or tickets for traffic violations.
Hiring community members as
Street Safety Ambassadors also
serves as an opportunity to build
trust between government agencies
and the public since community
partners typically have pre-existing
relationships in the community.
• Hiring social workers, mental health
counselors, addiction specialists,
and other unarmed specially
trained professionals can serve as a
supplement to traffic enforcement.
Partnering with local departments of
mental health and public health may
de-escalate traffic enforcement by
treating traffic safety violations as a
public safety issue.
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22 Modesto LRSP
Post-Crash Care
Victims involved in a collision have a higher chance of survival if they can quickly receive medical care. In many cases, law enforcement officers and fire department staff are the first responders to arrive at a collision location. In addition to equipping all first responders with the appropriate training, improving response times for Emergency Medical Services (EMS) will help improve collision victims’ chances of survival. Additionally, collisions on their own can also put first responders’ and other road users’ lives at risk due to increased congestion during the crash response, which may lead to secondary crashes.
The City of Modesto should work with EMS to improve response times and ensuring safety in arriving at the scene, and while EMS is attending to patients at the scene. Strategies include designing emergency vehicles to be highly visible (e.g., retroreflective striping and chevrons, high-visibility paint, and built-in passive light) and implementing emergency vehicle signal preemption, which allows emergency vehicles to break a normal signal cycle and proceed through an intersection. trauma
care
Effective emergency trauma care
can increase crash survival rates by
as much as 25%, and an effective
citywide trauma care coordination
system can reduce fatalities by
50%.6 The city should work with
EMS and identify funding sources
to provide the highest care for
victims. Recommended strategies
to improve trauma care include
providing funding for appropriate first
responder equipment (e.g., hydraulic
and pneumatic extrication tools),
research and adoption of technology
aimed at reducing triage time (e.g.,
automatic vehicle reporting of severe
crashes to EMS, EMS vehicle collision
avoidance systems, and geolocation of
nearest EMS vehicles), and promotion
of federal- and state-certified
training programs.
6 Office of Traffic Safety (OTS) (2020). California Highway Safety Plan 2020. Retrieved from https://www.ots.ca.gov/wp-content/uploads/sites/67/2020/02/HSP-Final-back-2-4.pdf, pg. 106. fatal crash
response team
In the event of a traffic fatality, analysis
and evaluation are crucial in addressing
the burden of traffic mortality and
tracking progress toward eliminating
fatalities on Modesto’s roadways.
One strategy is to establish a crossagency fatal crash team of EMS, police, transportation, public health, and
city officials to convene at the crash
site after a fatal crash. This would
assist with accurate investigation and
documentation of potentially relevant
infrastructural and environmental
crash factors, while identifying other
additional factors that may have
contributed to the fatal crash outcome.
It can also expedite interventions
to improve the crash location/
circumstances and address similar risk
factor locations and situations.
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23 post-crash
care
When a person is injured in a collision,
they rely on emergency first responders
to quickly locate them, stabilitize their
injury, and transport them to medical
facilities. Post-crash care also includes
forensic analysis at the crash site
and traffic incident management so
that traffic flow may be restored as
safely and quickly as possible. Policy
action through the justice system and
appropriate design of roadways to
lessen the risk of future crashes can
also help inform our safety programs.
To ensure a crash survivor receives the
care needed to recover and restore
their bodies and mines to an active life
within society, medical rehabilitation
with specialists can range from
orthopedics, neurosurgery, physical
and occupations therapy, prosthetics,
psychology, and neuropsychology.
Crash reporting practices, such
as complete data collection and
documentation of road user behavior
and infrastructure, and sharing data
across agencies or organizations
(e.g., among police departments,
transportation officials, and
hospitals) can help lead to a greater
understanding of the holistic safety
landscape, and thus lead to improved
investments in safety.
6 Office of Traffic Safety (OTS) (2020).
California Highway Safety Plan 2020.
Retrieved from https://www.ots.ca.gov/wpcontent/uploads/sites/67/2020/02/HSPFinal-back-2-4.pdf, pg. 106. #13..
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24 Modesto LRSP
Equity Considerations
Creating an equitable framework for all modes of transportation in the city and removing transportation barriers for historically marginalized communities, especially communities of color, should ensure safe and fair transportation options and ensure all road users have a safe route and access to basic community services. The city must proactively work to address the inequities built into the current transportation system to keep vulnerable members of the community safe.7 traffic
enforcement
Enforcement of traffic laws is a
common strategy to increase street
safety, but historical enforcement
techniques and strategies have raised
concerns about racial profiling, police
violence, and the impacts of policing
on communities of color. According to
the US Department of Justice, Black
and Hispanic people are more likely
than white people to experience use of
force when they are stopped by police.
To address these concerns, some cities
have shifted to equity-based strategies
that target specific reckless behaviors
posing the highest safety risk while
working to mitigate potential inequities
in enforcement. Other cities are looking
for opportunities for non-sworn officers
to be engaged in transportation
enforcement activities, as appropriate.
Equity can also be considered in a
range of enforcement strategies,
including progressive fine structures,
analysis of demographic data in traffic
citations, community-based alternatives
to police enforcement, and investment
in social programs that alleviate
enforcement burdens.
Equity considerations in enforcement
strategies, include the following:
• Progressive traffic fine structures,
such as a sliding scale for traffic
fines based on a driver’s income,
developing payment plans, or giving
first offenders the opportunity to
take a safety class focusing on driver
behavior changes.
• Analyzing available demographic
data and the location of traffic
citations can help the city
understand if traffic enforcement
is being implemented universally
or if specific communities
are experiencing disparities
in enforcement.
• Enforcement practices, like traffic
stops, require the discretion of police
offices. Implicit bias can affect how
and to whom officers issue traffic
citations. Assessing traffic citation
demographic and geographic
data can help uncover inequities
in policing and the enforcement of
traffic safety.
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25 funding
and project
prioritization
As mentioned previously in the report,
20 priority projects were identified and
prioritized based on their perceived
competitiveness for grant funding,
alignment with city priorities, and were
ranked as a priority by the community.
Many grant funding opportunities, such
as California’s Active Transportation
Program (ATP), prioritizes projects
that increase safety and travel options
for people walking and bicycling,
and ensure that disadvantaged
communities fully benefit from the
ATP. CalEnviroScreen scores show
much of Modesto within the 25% most
disadvantaged areas, making the
city a priority area for state and local
funding opportunities.
culturally
relevant
engagement
Community engagement is not a
one-size-fits-all model as different
communities have different needs.
By developing culturally relevant
engagement strategies, all participants
are invited into conversations about
safety. Culturally relevant engagement
strategies can help education and
programming around traffic safety
reach a larger audience and be more
impactful. For example, including
cultural markers of a local community,
such as contracting with popular local
food vendors to cater engagement
activities, can be a creative and
welcoming way of engaging residents.
Meeting people “where they are” to
gather input on safety issues at local
parks can more effectively engage
parents and children rather than
expecting families to attend a meeting
at a government building.
7 FHWA (2018). Integrating the Safe
System Approach with the Highway Safety
Improvement Program. https://safety.
fhwa.dot.gov/hsip/docs/fhwasa2018.pdf.
Accessed May 3, 2021.
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26 Modesto LRSP
crash risk
indicators
Surrogate safety measures such as
“near miss” collisions, communityreported hazards, and high stress facilities, can provide for a fuller
understanding of the safety landscape
and enable proactive interventions.
“Near misses” have historically been
difficult to study in practical safety
applications due to an overall lack of
reported information. In the absence
of sufficient crash data, near miss data
is an important indicator for guiding
crash prevention. A couple examples
of surrogate safety measures that are
helping to close the gap and provide
key safety insights regarding near
misses include the following:
Emerging Technology
Recent advancements in transportation technology have not only introduced new transportation modes and travel patterns, but have also presented opportunities to better understand travel behavior and encourage safe behavior. Safe vehicles is an element of the Safe System approach. Leveraging connected and automated vehicle (CAV) technology and identifying accident avoidance systems with vehicle manufacturers is key in ensuring vehicles are safe for all road users in the future.
It is not currently within the city’s purview to design vehicles, but considerations to vehicle technology can be made in the future regarding policy and design of city roadways.
• Video Data Video machine learning
is an effective means of classifying
collisions and collecting near miss
data. The city should consider
investing in these technologies
(e.g., along key roadways and
intersections) to better understand
and monitor risk scenarios.
• Public Crowdsourcing Online
web crowdsourcing platforms, like
UC Berkeley’s SafeTREC Street
Story tool (available in English
and Spanish), allow anyone to
anecdotally report incidents of
near misses. These data points
are available publicly for analysis
and contain important contextual
information based on geographic
location (e.g., road conditions, street
lighting, and travel mode). Using a
platform like Street Story could also
advance community education and
engagement around road safety
by providing an outlet and way for
people to connect around each
other’s stories.
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27 data collection,
inventory, and
management
Up to date data on transportation
infrastructure, including roadway
characteristics, intersection
characteristics, and signs are valuable
for planning and implementing future
improvements. An updated inventory
can also allow for the identification of
project synergies, such as including a
safety countermeasure with a repaving
project. Examples of service providers
who can assist with this work include
the following:
• Mapillary uses crowdsourced or
privately provided street level
imagery to extract and map signs,
streetlamps, sidewalks, signals, and
other objects: https://www.mapillary.
com/
• Ecopia uses satellite imagery to
extract features such as road
centerlines, roadway cross-sections,
sidewalks, and more: https://www.
ecopiatech.com/
connected
systems and
vehicles
As part of its strategy to bolster
road safety, the city could explore
the feasibility of deploying smart
signal technology on its roadways.
Smart signal technology enables
cities to collect data at multiple
intersections, providing a high-resolution
understanding of how people are using
the roadway in real time. Connected
vehicles are another part of this
system. They wirelessly communicate
with other vehicles and infrastructure
(like signals) to provide data for
instantaneous decision-making (e.g.,
reporting driver speed or collisions).
Data from signals in combination with
data from vehicles can allow for real
time speed-related signal operations,
allowing for enhanced safety through
adaptable systems.
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28 Modesto LRSP
The Collision History, Risk Factors,
and Trends chapter of this report
includes the 13 collision profiles
from the SSAR that highlight the
most common and severe collision
patterns in Modesto. Education and
enforcement strategies focusing on
speeding prevention, right-of-way and
red-light compliance, and bicycle and
pedestrian safety can complement
engineering countermeasures for all 13
emphasis areas.
One profile, driving under the influence
(DUI), is a major factor in fatal and
severe collisions in Modesto. With
limited opportunities for engineering
countermeasures, DUI collisions require
special attention for non-infrastructure
prevention programs. The policy
instruments to reduce rates of driving
under the influence generally fall under
three categories:
1. Deterrence policies focus on
raising the actual and perceived risk
of detection of driving under the
influence. These policies should be
highly visible to increase awareness
of the risks of driving under the
influence. Publicized sobriety
checkpoints, saturation patrol,
and other forms of high-visibility
enforcement are effective for
safety outcomes.
DUI
Strategies and
Considerations
2. Prevention and education
policies focus on mobilizing and
educating the community, and
intervening before driving under the
influence takes place. According to
NHTSA research, alcohol problem
assessment and treatment programs,
as well as alcohol intervention in
settings such as a doctor’s office,
are highly effective strategies for
improving safety outcomes.9
3. Limited access policies focus on
making underage access to alcohol
and drugs more difficult and limiting
excessive alcohol consumption.
Modesto has received funding for
deterrence programs such as DUI
saturation patrols and check points
paired with social media campaigns.
Increasing funding for efforts that focus
on prevention and education, such
as alcohol problem assessment and
treatment programs, would support
less-punitive measures to reduce
DUI collisions.
9 National Academies of Sciences,
Engineering and Medicine (2005). A
Guide for Reducing Alcohol-Related
Collisions. Retrieved from https://doi.
org/10.17226/23419. pg. 106.
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29 #13..
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30 Modesto LRSP
implementation
considerations
To successfully implement programs
and projects outlined in this LRSP,
partnerships, trust, funding, and
coordination need to be proactively
managed. Successful implementation
requires sustained and coordinated
support from key stakeholders, elected
officials, and city staff. Some strategies
include the following:
• Oversight, Accountability, and
Partnerships To ensure effective
delivery of safety projects and
programs, establishing a committee
or Task Force with key officials and
stakeholders (inside and outside
of the city) that meets biannually
or quarterly is recommended.
Having appointed leadership will
be a crucial part of maintaining
buy-in and support for the LRSP
from not only officials, but the
community as well. Leadership
could additionally include members
from identified project partners
(Modesto Police Department,
Stanislaus County Health Services).
Routine collaboration between
stakeholders and partners will
ensure that city-led engineering
Evaluation and
Implementation
countermeasures are supported by
coordinated enforcement, education,
and engagement programs led
by local and regional partners.
Strategies for mutual accountability
could include conducting briefings
and presentations at board and
agency meetings, collecting and
sharing information on a regular
basis, and updating a public-facing
database (or scorecard) on LRSP
goal progress.
• Communication Having continued
communication and transparency
with stakeholders and community
members can allow for greater
trust and support of the LRSP’s
goals. Some strategies include
communication across diverse
channels (e.g., updated webpage,
news, and social media), actively
addressing community concerns,
publishing updated factsheets on
plan progress, and regular public
meetings using effective community
engagement techniques. An
oversight committee or Task Force
(as proposed above) can aid with
leading efforts on communication
and trust-building.
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31 evaluation strategies
Evaluation is an essential component
of a robust safety plan; it provides
an opportunity to re-prioritize as
new areas of concern arise and
take advantage of additional tools,
knowledge, and stakeholders
that become available over
time. Recommendations include
the following:
• Identify Target Metrics and Measure
Goal Performance To understand
progress and safety conditions,
several metrics should be used
in LRSP evaluation. Examples of
measuring goal performance include
the following:
• monitoring KSIs, specific to the
goals outlined in this plan and
the SSAR
• monitoring the number of safety
infrastructure improvements
installed from the SSAR
• monitoring public engagement
and response to non-infrastructure
countermeasures
Additionally, regular measurement
of goal progress in priority areas
should be performed each year (e.g.,
with a safety scorecard). Safety
scorecards that are released annually
can be a powerful tool for measuring
effectiveness, highlighting areas that
need further attention and resources,
and identifying tasks and deadlines
for responsible stakeholder parties.
• Continued Community Engagement
Modesto should consider conducting
pre- and post-surveys with
community members to measure
how their actions and views have
shifted after engagement around
traffic safety. Local partners can
be tasked with disseminating the
pre- and post-surveys to residents.
Surveys should evaluate whether
respondents express a shift in
behavior and attitude after having
participated in traffic safety
programming. The metrics for
evaluation can also be developed in
partnership with local partners to
ensure accessibility for the public.
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32 Modesto LRSP
funding
The SSAR includes local, state,
and federal funding sources
related to transportation safety as
listed below. • SB1 Funding The U.S.
Department of Transportation’s
Senate Bill 1 (SB 1), also known
as the Road Repair and
Accountability Act of 2017,
is a landmark transportation
investment to rebuild California
by fixing neighborhood
streets, freeways, and bridges
in communities across
California and target funding
toward transit and congested
trade and commute corridor
improvements. The largest
portion of SB 1 funding goes
to California’s state-maintained
transportation infrastructure.
With this funding, Caltrans has
a goal of repairing or replacing
17,000 miles of pavement in ten
years, spending $250 million
annually for congestion solutions,
over $700 million for better
transit commutes and supporting
freight improvements. The other
portion of SB 1 funding will go to
local roads, transit agencies, and
expanding the state’s pedestrian
and cycle routes. SB 1 funds
various grants, which can be
found below.
Local Streets and Roads
Program (LSRP) California
State Senate Bill 1 has dedicated
approximately $1.5 billion per
year appointed by the State
Controller (Controller) to cities
and counties for basic road
maintenance, rehabilitation, and
critical safety projects on the
local streets and roads system.
Cities and counties must submit
a proposed project list adopted
at a regular meeting by their
board or council that is then
submitted to the California
Transportation Commission
(Commission). Once reviewed
and adopted by the Commission,
eligible cities and counties
receive funding from the
Controller. An Annual Project
Expenditure Report is sent to
the Commission to maintain
transparency regarding program
funding received and expended.
Local Partnership Program (LPP)
The Local Partnership Program’s
purpose is to provide local and
regional transportation agencies
that have passed sales tax
measures, developer fees, or
other imposed transportation
fees with a funding of $200
million annually from the Road
Maintenance and Rehabilitation
Account to fund aging
infrastructure, road conditions,
active transportation, and health
and safety benefits projects.
LPP funds are distributed
through a 50% statewide
competitive component and
a 50% formulaic component.
Both programs are eligible to
jurisdictions with voter approved
taxes, tolls, and fees dedicated
solely to transportation and the
competitive program. LPP also
provides the opportunity for
local governments to partner
with Caltrans for enhancements
on state facilities.
ATP Funding The Active
Transportation Program was
created by Senate Bill 99 (SB 99)
to encourage increased use of
active modes of transportation
such as walking and biking. The
goals of the ATP include, but
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33 are not limited to, increasing
the proportion of trips
accomplished by walking and
biking, increasing the safety
and mobility of non‑motorized
users, advancing efforts of
regional agencies to achieve
greenhouse gas reduction goals,
enhancing public health, and
providing a broad spectrum of
projects to benefit many types of
users, including disadvantaged
communities. SB 1 directs $100
million annually from SB 1 to
the ATP, with more than 400
of the funded projects being
Safe Routes to School projects
and programs that encourage
a healthy and active lifestyle
throughout students’ lives.
Caltrans Sustainable
Transportation Planning Grant
The Sustainable Transportation
Planning Grants include
two parts: Sustainable
Communities Grants and
Strategic Partnerships Grants.
The Sustainable Communities
Grants have $25 million set
aside to encourage local and
regional planning goals and best
practices cited in the Regional
Transportation Plan Guidelines.
This is in addition to the $9.5
million in traditional State and
federal grants. These grants
were released for Fiscal Year
2022-23 and applications were
are due October 27, 2021. Grant
announcements are anticipated
in spring 2022. There may be
another grant on the horizon, but
Caltrans has not released any
new information yet.
Safe Routes to School (SRTS)
Funding The SRTS program
promotes walking and bicycling
to school through infrastructure
improvements, tools, safety
education, and incentives to
encourage these modes of travel.
Nationally, 10 to 14% of car trips
during the morning rush hour
are for school travel. SRTS can
be implemented at the state,
community, or local school
district level. Competitive federal
funding is available through
the Fixing America’s Surface
Transportation Act (FAST Act).
Depending on the existing
infrastructure, SRTS may require
that education, transportation,
public safety, and city planning
agencies coordinate their efforts.
• Developer Fees California law
allows local governments to
establish and charge a fee on
residential and non-residential
development in order to
fund public facilities and to
service population growth. Local
agencies should update their
transportation impact
assessment (TIA) guidance to
reflect safety improvements for
all modes of travel. Public facility
fees can be charged to new
development based on density
and traffic impacts, and can go
to a variety of public facilities,
one being local roadways.
• RAISE Grant The U.S.
Department of Transportation is
committed to create high-quality
jobs, improve safety, protect our
environment, and generate
equitable economic opportunity
for all American’s with their
Rebuilding American
Infrastructure with Sustainability
and Equity (RAISE) grant.
Project will be evaluated
based on merit criteria that
includes safety, environmental
sustainability, quality of life,
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34 Modesto LRSP
economic competitiveness,
state of good repair, innovation,
and partnership. It is one of
the few DOT discretionary
programs for which regional
and local governments can
directly compete for multimodal
transportation funding.
• Affordable Housing and
Sustainable Communities
Program (AHSC) The AHSC
Program, administered by the
Strategic Growth Council and
implemented by the Department
of Housing and Community
Development (HCD), funds land
use, housing, transportation,
and land preservation projects
to support infill and compact
development that reduces
greenhouse gas (GHG)
emissions. This program will
assist project areas by providing
grants and/or loans, or any
combination thereof, that will
achieve GHG emission reductions
and benefit Disadvantaged
Communities, Low-Income
Communities, and Low-Income
Households through increased
accessibility of affordable
housing, employment centers,
and key destinations via lowcarbon transportation. This results in fewer vehicle miles
traveled through shortened or
reduced trip lengths or mode
shifts from Single Occupancy
Vehicles to use of transit,
bicycling, or walking. The project
areas this funding is geared
toward are Transit-Oriented
Development (TOD) Project
Areas, Integrated Connectivity
Project (ICP) Project Areas, or
Rural Innovation Project Areas
(RIPA).
• Valley Air District The Valley Air
District develops and administers
incentive programs targeted
at reducing harmful emissions
throughout the Valley. The
district is consistently working
to ensure the valley receives
available federal, state, and
local funding for these projects
and has invested more than
$2 billion through a combined
public-private partnership. The
district has set money aside for
bicycle infrastructure projects,
including Class I, Class II, or
Class III bike routes. The program
provides funding to assist with
the development or expansion
of a comprehensive bicycle
transportation network which will
provide a viable transportation
option for travel to school, work,
and commercial sites.
• California Office of Traffic
Safety (OTS) Grant Programs
OTS administers traffic safety
grants in the following areas:
alcohol impaired driving,
distracted driving, drug-impaired
driving, emergency medical
services, motorcycle safety,
occupant protection, pedestrian
and bicycle safety, police
traffic services, public relations,
advertising, and roadway safety
and traffic records.
• Measure L Measure L is a 35-
year, half-cent sales tax that
was approved by Stanislaus
County voters in 2019. This
measure provides funding for a
variety of local transportation
improvements including, but not
limited to fixing and maintaining
roadways, improving emergency
response, providing safe routes
to schools, providing senior,
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35 veterans and disabled shuttle
services, and improving safety
and reducing traffic congestion
on major arterials and
Highway 99.
• Transformative Climate
Communities (TCC) Program
The TCC Program funds
community-led development
and infrastructure projects
that strive to make major
advances in environmental,
health, and economic
benefits in California’s most
disadvantages communities.
Eligible improvements for
this funding source include
active transportation and
public transit projects, transit
ridership programs and passes
for low‑income riders, and
encouraging education and
planning activities to promote
increased use of active modes
of transportation.
While the SSAR identifies a broad
set of infrastructure funding
measures, Modesto is encouraged
to continue exploring diverse
funding sources for implementation
of safety efforts, including for
education and enforcement. The
following grants can support
education and enforcement safety
efforts.
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Non-Motorized
Transportation Plan
FINAL - AUGUST 2024
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City Council
Mayor Sue Zwahlen
Vice Mayor Chris Ricci
Councilmember Eric Alvarez
Councilmember Nick Bavaro
Councilmember Rosa Escutia-Braaton
Councilmember Jenny Kenoyer
Councilmember Jeremiah Williams
Councilmember David Wright
ACKNOWLEDGMENTS
City Staff
Michael Sacuskie, Assistant City Engineer
Phillip Soares, Senior Civil Traffic Engineer
Consultant Staff
Alta
Jeff Knowles, Principal
Ben Frazier, Project Manager
Prepared for:
Prepared by:
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CONTENTS
CHAPTER 1
Executive Summary 4
CHAPTER 2
Introduction, Vision,
Goals, & Policies 14
CHAPTER 3
Existing Conditions
& Needs Analysis 24
CHAPTER 4
Community
Engagement 50
CHAPTER 5
Recommendations 56
CHAPTER 6
Implementation 109
APPENDIX A
Funding Sources 149
APPENDIX B
Bicycle
Recommendation
Table 155
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CHAPTER 1
Executive Summary
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Goals
This 2023 update to Modesto’s Non-Motorized Transportation Plan is the guiding document for city staff, officials, developers, and residents to create a safe, balanced, and comfortable transportation system for all roadway users, especially people walking, biking, and rolling. This Plan aims to promote and support walking, biking, and rolling through the development of safe, comfortable, and connected bicycle and pedestrian networks and the implementation of supportive policies and programs. This Plan seeks to:
▶ Build connected bicycle and pedestrian networks that link residents to neighborhood destinations (such as schools, parks, libraries, and grocery stores) and citywide destinations (like public transit stations, shopping centers, and major employers). ▶ Prioritize and implement safety improvements throughout Modesto that reduce and minimize collision and injury risks to people driving, walking, biking, or rolling.
▶ Create bicycle and pedestrian networks that are accessible and comfortable for people of all ages and abilities.
▶ Develop and maintain programs that provide educational tools and encouragement resources that support and help grow walking and biking as reasonable, practical means of transportation.
▶ Incorporate high-quality design features, construction mitigation efforts, and practical, efficient maintenance standards that improve the quality of life of all residents.
▶ Develop a list of prioritized, practical, and publicly supported infrastructure projects and programs that can be funded through many potential funding streams, including grants, repaving programs, and coordinating with other development projects or partner agencies.
Connectivity
Safety
Accessibility
Education and
Encouragement
Funding and
Implementation
Quality of Life
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This Plan also provides an implementation
strategy to build out the pedestrian and
bicycle networks through prioritization and
phasing. This process strives to create a
fundable and implementable list of projects.
Investing in the enhancement of citywide
bicycle and pedestrian networks creates
lasting impacts on residents and their
communities. A safe, comfortable, and inviting
built environment that supports active
transportation can:
▶ Increase the livability of and quality of life in
Modesto.
▶ Increase recreational opportunities through
improved access to outdoor facilities and
amenities.
▶ Decrease the risk of bicycle- and pedestrianinvolved collisions and injuries. ▶ Provide affordable transportation options for
low-income and disadvantaged residents.
▶ Improve air quality through the reduction of
vehicle emissions.
Modesto is well-positioned to prioritize
building infrastructure designed for people of
all types, ages, and abilities to walk and bicycle
comfortably to schools, parks, transit, and
other local and regional destinations.
There are many potential, proposed, and
planned projects that will continue to shift
and transform Modesto’s local and regional
transportation environment. As both
infrastructure and travel patterns change
from new developments and changing
office environments, there is potential to
build infrastructure more supportive of
neighborhood trips. The recommendations
proposed in this Plan lay the foundation that
will help build a more connected, accessible,
healthy, and safe Modesto.
Recommendations
This 2023 update to the Non-Motorized
Transportation Plan was developed
with a robust community engagement
process. During the Plan’s development,
hundreds of comments were received
from Modesto stakeholders. Community
engagement combined with the
existing conditions analysis led to the
development of 109 pedestrian spot
improvement recommendations and over
192 miles of recommended bicycle facilities.
Recommended bicycle projects, broken
down by bicycle class are shown in Table 1.
The Plan also provides policy and program
recommendations. Details on project
recommendations are located in Chapter 5.
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Table 1: Bicycle Facility Network by Bikeway Classification (Miles) Existing
Bikeways
Facilities Being
Upgraded
Recommended
Facilities
Full Network
Build-Out
Shared-use Path 17.1 0.0 26.1 43.2
Bicycle Lane 26.0 18.8 11.2 18.4
Buffered Bicycle Lane 17.3 13.0 6.4 10.6
Bicycle Route 39.8 26.5 0.3 13.6
Bicycle Boulevard 0.0 0.0 94.9 94.9
Separated Bikeway 4.4 0.0 53.3 57.7
Total 104.6 58.3 192.2 238.4
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NEXT STEPS
Infrastructure projects are prioritized for
design and construction based on the
following factors:
▶ Safety
▶ Connectivity
▶ Accessibility
▶ Equity
▶ Feasibility
Projects are then grouped into four
implementation categories based on their
prioritization score:
SHORT-TERM PROJECTS
▶ Bicycle projects: 30 projects
▶ Pedestrian projects: 12 projects
MEDIUM-TERM PROJECTS
▶ Bicycle projects: 18 projects
▶ Pedestrian projects: 66 projects
OPPORTUNITY PROJECTS
▶ Bicycle projects: 49 projects
▶ Pedestrian projects: 14 projects
LONG-TERM PROJECTS
▶ Bicycle projects: 14 projects
▶ Pedestrian projects: 17 projects
In addition to those four prioritization buckets,
the highest-ranked short-term projects
are considered First Phase projects. These
are projects that have that the highest
community benefits with high project
feasibility. First Phase projects should
be pursued first by Modesto staff. The
prioritization process and complete project
rankings are provided in Chapter 6. Figure 1
shows the First Phase bicycle projects and
pedestrian projects. Table 2 shows the First
Phase bicycle projects and Table 3 shows the
First Phase pedestrian projects. The full list
of prioritized projects can be seen in Tables 9
and 10.
8 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXECUTIVE SUMMARY #13..
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Table 2: First Phase Bicycle Projects Bike Projects
Street To Street From Street Bike Class Miles Points Category H St 1st St Downey Ave Class IV 1.34 10.5 ShortTerm
Crows Landing Rd City Limit E Hatch Rd Class IV 0.85 9.5 ShortTerm El Vista Ave Yosemite
Blvd
Oakdale Rd Class IV 0.98 9.5 ShortTerm
Parker Rd Claus Rd, E
Briggsmore
Ave
East city limit Class IV 0.98 9.5 ShortTerm
La Loma/ Encina/ Miller
Bike Boulevard Group
La Loma
Ave
Encina Ave, N
Santa Rosa Ave
Class IIIB 8.50 9.0 ShortTerm
Sutter/ Emerald Bike
Boulevard Group
Kirschen Dr Yellow Pine Dr Class IIIB 5.09 9.0 ShortTerm W Orangeburg Ave Carver Rd Evergreen Ave Class II 0.59 9.0 ShortTerm Claus Rd Yosemite
Blvd
Creekwood Dr Class IV 0.84 8.5 ShortTerm
Paradise Ave Beverly Dr,
Harris Ave,
Wade Ave
South city limit Class IV 0.45 8.5 ShortTerm
Floyd/ Sunrise Bike
Boulevard Group
W
Orangeburg
Ave
W Granger Ave Class IIIB 11.02 8.0 ShortTerm
Carver Bike Boulevard
Group
McHenry
Ave
Tully Rd Class IIIB 8.68 8.0 ShortTerm
I St Washington
St
17th St Class I 1.13 8.0 MediumTerm
Scenic Dr (WB) McGuire Dr Lakewood Ave Class I 0.89 6.5 ShortTerm Scenic Dr (WB) McGuire Dr Lakewood Ave Class IV 0.77 6.5 ShortTerm Scenic Dr (EB) McGuire Dr Lakewood Ave Class II 0.75 6.0 ShortTerm Lakewood Ave Briggsmore
Ave
Scenic Dr Class IV 0.81 4.5 MediumTerm
Lakewood Ave Briggsmore
Ave
Scenic Dr Class I 0.81 4.0 MediumTerm
Lakewood-Lincoln
Ave Trail Bridge
Scenic Dr Dry Creek Trail
Connector/
Bridge
Class I 0.19 4.0 MediumTerm
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Table 3: First Phase Pedestrian Projects
ID Cross Street 1 Cross Street 2 Recommendation Points Category FirstPhase Pedestrian Projects
13 Santa Barbara
Ave
La Loma Ave Install high-visibility
crosswalks with
advanced stop bars
across both crossing at
Santa Barbara Avenue
and restripe the highvisibility crosswalk
across La Loma Ave
with advanced yield
markings. Install an
RRFB for the La Loma
crossing.
9 Short Term Yes
18 Crows Landing
Rd
School Ave Refresh all four highvisibility crosswalks
and install advance
stop markings. Provide
a leading pedestrian
interval for all crossing
phases. Construct curb
extensions at all four
corners.
8.5 Short Term Yes
19 Crows Landing
Rd
E Hatch Rd Refresh all four highvisibility crosswalks
and install advance
stop markings. Provide
a leading pedestrian
interval for all crossing
phases. Construct curb
extensions at all four
corners.
8.5 Short Term Yes
24 Paradise Rd Pine Tree Ln Refresh the highvisibility crosswalk across Paradise Road
with advance yield
markings. Install a
pedestrian hybrid
beacon for this
crossing.
8.5 Short Term Yes
10 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXECUTIVE SUMMARY #13..
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ID Cross Street 1 Cross Street 2 Recommendation Points Category FirstPhase Pedestrian Projects
44 Lucern Ave Coffee Rd Upgrade all crosswalks
to high-visibility
crosswalks and
install advanced stop
marking, and leading
pedestrian intervals
for all crossing phases.
Study free-right turn
lane removal on the
southeast corner.
8.5 Short Term Yes
64 W Rumble Rd Tully Rd Upgrade the existing
eastern and western
crosswalks to highvisibility and provide
a leading pedestrian
interval for all crossing
phases. Construct curb
extensions at all four
corners.
8.5 Short Term Yes
74 Carver Rd Orangeburg Ave Upgrade all crosswalks
to high-visibility
crosswalks and install
advance stop markings.
Provide a leading
pedestrian interval for
all crossing phases.
8 Short Term Yes
39 E Briggsmore
Ave
Coffee Rd Short term: Upgrade
all crosswalks to
high-visibility. Long
Term: Conduct traffic
study to consider
removing both freeright turn lanes and
other intersection
design/geometry
improvements.
7.5 Short Term Yes
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ID Cross Street 1 Cross Street 2 Recommendation Points Category FirstPhase Pedestrian Projects
45 Scenic Dr Coffee Rd Upgrade all existing
crosswalks to highvisibility and install
leading pedestrian
intervals for all
crossing phases.
Study free-right turn
lane removal.
7.5 Short Term Yes
67 W Granger
Ave
Tully Rd Construct curb
extensions at the two
eastern corners and
provide a leading
pedestrian interval
for all crossing
phases.
7.5 Short Term Yes
97 H St 7th St Consistent with the
Downtown Master
Plan, install curb
extensions, upgrade
all crosswalks
to high-visibility
crosswalks, and
provide leading
pedestrian intervals
for all crossing
phases.
7.5 Short Term Yes
108 10th St Morton Blvd In coordination with
other pedestrian
improvements
between B Street
and Morton
Boulevard, install
a high-visibility
crosswalk with RRFB
for a crossing of
Morton Boulevard.
7.5 Short Term Yes
12 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXECUTIVE SUMMARY #13..
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Figure 1: Top Prioritized Projects
108
132
219
99 8th St
W Granger Ave
Kearney Ave
H St
Stoddard Ave
Norwegian Ave
Kansas Ave
9th St
College Ave
Tully Rd
Woodland Ave
I St
la Loma Ave S t ud e nCt
e n t eDr
r
Tully Rd
Airport Way
Lateral Number4
Coee Rd
Mable Ave
N
Carpenter Rd
N 9th St
Oakdale Rd
Bowen Ave
Prescott Rd
Needham St
Roselle Ave
Paradise Ave
Standiford Ave
Claremon t Ave
Haddon Ave
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Neece
Dr
Colfax Ave
Laramie Dr
Crows Landing Rd
Brighton Ave
H ashemDr
6th St
Dragoo Park Dr
Hillglen Ave
Fine Ave
L ni co nl Ave
Parker Rd
11th St
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
E Morris Ave
Lucern Ave
Sutter Ave
Miller Ave
Claratina Ave
Modesto Virginia Corridor
Tuolumne Blvd
Cheyenne Way
7th St
California Ave
Millbrook Ave
Creekwood Dr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Rumble Rd
W Whitmore Ave
Kodiak Dr
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
McHenry Ave
Floyd Ave
Pelandale Ave
Scenic Dr
E Orangeburg Ave
Great Valley
Academy
Stanislaus County West
Campus
Petersen Alternative
Center for Education
M. Robert
Adkison Elementary
Virginia
Parks
Elementary
Norman
N. Glick
Middle
Capistrano
Elementary
Christine
Sipherd Elementary
Bernard
L. Hughes Elementary
Alice N.
Stroud
Elementary
Elihu
Beard Elementary
Bret Harte Elementary
Burbank Elementary
El Vista
Elementary
Enslen
Elementary
Catherine
Everett
Elementary
Franklin Elementary
John Fremont
Elementary
William Garrison
Elementary
John Muir
Elementary
La Loma
Junior
High
Mark Twain
Junior High
James Marshall
Elementary
Orville Wright
Elementary
Robertson
Road
Elementary
Roosevelt
Junior
High
Rose Avenue
Elementary
Shackelford Elementary
Wilson
Elementary
Sonoma Elementary
Lakewood
Elementary
Harriette Kirschen
Elementary
Alberta Martone
Elementary
Evelyn
Hanshaw
Middle
James C.
Enochs
High
Fred
C. Beyer
High
Peter
Johansen
High
Grace
M. Davis
High
Thomas
Downey
High
Elliott
Adult Education
Center
Modesto
High
Robert
Elliott Alternative
Education Center
Independence
Charter Mildred Perkins
Elementary
Mary
Lou Dieterich
Elementary
Josephine
Chrysler
Elementary
Prescott
Junior
High
George
Eisenhut
Elementary
Agnes
M. Baptist Elementary
Daniel J. Savage Middle
Mary
Ann Sanders Elementary
Sherwood
Elementary
Somerset Middle
Standiford Elementary
Sylvan
Elementary
Woodrow
Elementary
Coleman F.
Brown Elementary
Stockard
Coee Elementary
Orchard
Elementary
Elizabeth Ustach Middle
Freedom Elementary
Yosemite ROP
Caswell
Elementary
Carroll Fowler
Elementary
Mae Hensley Junior High
Ceres
High
School
Walter
White Elementary
Amtrak
Station
13 18
19 24
30 39
44 45
54 64
67 74
97 108
0 0.5 1
MILE
FIRST PHASE
PROJECTS
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
K St
H St
7th St
I St
12th St
B St
11th St
10th St
Beard St
I St
97 108
Downtown
Pedestrian Recommendations
First Phase Ped Projects
First Phase Bicycle Projects
13 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXECUTIVE SUMMARY #13..
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CHAPTER 2
Introduction, Vision,
Goals, & Policies
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INTRODUCTION
The 2023 Update to the Non-Motorized
Transportation Plan works toward building
a balanced transportation system that is
safe, comfortable, and accessible for people
walking, biking, and rolling on wheelchairs,
skateboards, and scooters. The Plan lays out a
strategy to develop comprehensive bicycling
and walking networks that provide access to
transit, schools, parks, trails, and downtown.
The Plan also includes information on
support and end-of-trip facilities like bicycle
parking, benches, and other amenities. These
infrastructure improvements are paired with
programs to educate, encourage, and support
walking, rolling, and bicycling. Project and
program recommendations were developed
based on a thorough needs analysis and
community engagement process.
This document provides a plan to
design and construct new infrastructure
recommendations through prioritization
and phasing to ensure implementation
is manageable and fundable. This Plan
represents a long-term vision for walking,
rolling, and biking in Modesto, recognizing
that funding and resources will require
phased implementation over time.
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Connectivity
Build connected bicycle and pedestrian networks that link residents to local destinations (schools, parks, libraries, grocery stores, etc.) and citywide destinations (public transit, shopping centers, employment centers, etc.).
Safety
Prioritize and implement safety improvements throughout Modesto that reduce modal conflicts and minimize collision and injury risks.
Accessibility
Create bicycle and pedestrian networks that are accessible and comfortable for people of all ages and abilities.
Education and Encouragement
Develop and maintain programs that provide educational tools and encouragement resources that support and help grow walking and biking as reasonable, practical means of transportation.
Quality of Life
Incorporate high-quality design features, construction mitigation efforts, and practical, efficient maintenance standards that work toward improving the quality of life of all residents.
Funding and Implementation
Develop a list of prioritized, practical, and publicly supported infrastructure projects and programs that can be funded through many potential funding streams, including grants, repaving programs, and coordinating with other development projects or partner agencies.
GOALS
VISION STATEMENT
The City of Modesto envisions creating a comprehensive network of bicycle and pedestrian infrastructure, amenities, and programs that foster safe and comfortable walking, rolling, and biking trips to schools, jobs, and community destinations. Supporting walking and bicycling provides residents with healthy, low-cost transportation options for people of all ages and abilities for many trip purposes.
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POLICY RECOMMENDATIONS
PLANNING POLICIES
Policy 1: Integrate bicycle and pedestrian
network and facility needs into all
City planning documents and capital
improvement projects.
Actions:
▶ 1.1: Review the City’s Capital Improvement
Program (CIP) list annually to ensure that
recommended projects from this Plan
are incorporated for new facilities and the
maintenance of existing facilities.
▶ 1.2: Follow a multi-disciplinary project
scoping process that incorporates the needs
of all modes and stakeholders, both internal
and external. The design process should
include the City divisions, departments, and
staff responsible for emergency response,
parking, law enforcement, maintenance,
and other affected areas.
▶ 1.3: Evaluate all streets during pavement
resurfacing to determine if bicycle facilities
can be provided when the striping is
reapplied.
▶ 1.4: Conduct regular pedestrian and bicycle
counts according to regional methodology
before and after project implementation.
▶ 1.5: Ensure that all traffic impact studies,
analyses of proposed street changes, and
development projects address impacts on
bicycling and walking facilities.
Policy 2: Coordinate with other agencies
and stakeholders to incorporate
and implement Plan policies and
recommendations.
Actions:
▶ 2.1: Work with adjacent government entities,
public service companies, partner agencies,
transit agencies, and school districts to
ensure that Plan recommendations are
incorporated into their planning and areas
of responsibility, and vice versa.
▶ 2.2: Work with transit providers to improve
bicycle and pedestrian access to transit
stations/stops and improve the comfort
of amenities at stops/stations (including
providing secure bicycle parking, covered
waiting areas, benches, etc.).
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DESIGN POLICIES
Policy 3: Design a low-stress bikeway
network to serve people of all ages and
abilities.
Actions:
▶ 3.1: Design a network of continuous
low-stress bikeways as identified in this Plan.
▶ 3.2: Utilize North American City
Transportation Officials and the most recent
State and Federal design standards and
guidelines to develop plans for on-street
bicycle facilities along corridors and at
intersections.
▶ 3.3: Follow a multi-disciplinary design
process that incorporates and balances
the needs of all modes and stakeholders,
both internal and external; the design
process should include the City divisions,
departments, and staff responsible
for emergency response, parking, law
enforcement, maintenance, and other
affected areas.
Policy 4: Design a connected, convenient,
and comfortable pedestrian network to
serve people of all ages and abilities.
Actions:
▶ 4.1: Include sidewalks on all new or
retrofitted roadways.
▶ 4.2: Identify and construct sidewalks in areas
where they are incomplete.
▶ 4.3: Install leading pedestrian interval
phases in traffic signal timing, as warranted,
to encourage walking and facilitate crossing
busy streets with high volumes of turning
movements.
▶ 4.4: Review signal locations on an annual
basis to identify and adjust for increased
pedestrian clearance time where needed.
▶ 4.5: Routinely evaluate locations for
enhancing crosswalks.
▶ 4.6: Plan and develop well-connected
streets, sidewalks, and pathways that
provide the most direct paths of travel for
pedestrians. Provide connections between
or through cul-de-sacs and remove barriers
to walking where feasible.
Policy 5: Develop an easy-to-read, unified,
and comprehensive wayfinding system for
people walking and biking.
Actions:
▶ 5.1: Develop a consistent citywide
wayfinding program focused on signage for
active transportation users.
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PROJECT FUNDING &
IMPLEMENTATION POLICIES
Policy 6: Leverage existing funding to
maximize project delivery.
Actions:
▶ 6.1: Utilizing available funds as a local match,
aggressively pursue funding from available
grant sources. A list of possible funding
opportunities is presented in Appendix A.
▶ 6.2: Actively develop projects from this Plan
to position Modesto to compete for grant
funding.
▶ 6.3: Seek to submit grant applications for
projects that most competitively match with
funding agency criteria.
▶ 6.4: Use the Plan’s project prioritization
list as a guide when determining which
projects to proceed with next.
Policy 7: Continue and expand Modesto’s
annual allocation of bicycle and pedestrian
projects and program implementation
funds.
Actions:
▶ 7.1: Through the CIP process, assess, and
prepare for upcoming staffing, consultant,
and capital funding needs as projects arise.
▶ 7.2: Allocate funds to maintain and support
walking, biking, accessibility, safe routes to
schools, and safe routes to transit programs.
Policy 8: Construct projects from this Plan
utilizing all available internal and external
resources.
Actions:
▶ 8.1: If additional internal support is required,
establish a full-time pedestrian and bicycle
coordinator position and/or a safe routes to
school coordinator position to assist with
planning and implementing bicycle and
pedestrian projects and programs.
▶ 8.2: Consistent with the policies and
procedures of the Modesto City Council,
create a Citizen Advisory Group to research,
study, and discuss bicycle, pedestrian,
safe routes to schools, and safe routes to
transit issues. This group should continue
and supplement the City’s coordination
with Stanislaus Council of Governments’
(StanCOG’s) Bicycle and Pedestrian Advisory
Committee (BPAC). The Citizen Advisory
Group’s membership should be constructed
with the following principles in mind:
▶ Equitable representation: Members
should represent all geographic areas of
the City. Membership should accurately
reflect the ethnic and socioeconomic
makeup of Modesto as much as possible.
Membership should also represent each
mode, having members who actively
walk, bike, and use mobility devices
around the City.
▶ Equitable outreach: The Advisory Group
should make extra efforts to reach out
to all segments of Modesto’s population,
conducting engagement in multiple
languages through different mediums
whenever possible.
▶ The Advisory Group should be consulted
for feedback on planning projects,
development projects, policies, climate
change, and other issues that relate to
transportation.
Policy 9: Ensure that bicyclists and
pedestrians have accommodation in
construction zones.
Actions:
▶ 9.1: Incorporate routine accommodation
for pedestrian and bicycle facilities when
roadway or other construction work disrupts
typical uses of sidewalks, trails, and on-street
bicycle facilities.
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MAINTENANCE POLICIES
Policy 10: Maintain designated facilities
to be comfortable and free of hazards to
people walking and bicycling.
Actions:
▶ 10.1: Sweep streets regularly, with priority
given to those with higher pedestrian and
bicycle traffic.
▶ 10.2: Trim overhanging and encroaching
vegetation to maintain a clear travel path
along pedestrian and bicycle facilities.
▶ 10.3: Develop and implement an appropriate
minimum paving surface standard for
bicycle boulevards and other low-stress
bikeways.
▶ 10.4: Update repaving project selection
methodology to prioritize bicycle boulevards
and other low-stress bikeways to ensure that
the minimum paving surface standard is
maintained.
▶ 10.5: Incorporate maintenance needs into
the design of separated bikeways and
trails to ensure proper maintenance after
construction.
PROGRAM POLICIES
Policy 11: Educate people walking, bicycling,
and driving, and the general public
about roadway safety and the benefits of
bicycling and walking.
Actions:
▶ 11.1: Work with local partners (bike shops,
bicycle/walking groups, and advocacy/
non-profit organizations) to coordinate and
support bicycle and pedestrian educational
programs and campaigns.
Policy 12: Coordinate and collaborate with
all local school districts to create a citywide
Safe Routes to School Program. Encourage
Modesto public schools to participate in the
Safe Routes to School Program.
Actions:
▶ 12.1: Support school travel safety
assessments at Modesto public schools and
utilize improvement plans to pursue grant
funding for implementation.
▶ 12.2: Participate and support Safe Routes to
School meetings and other encouragement
events/activities.
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Policy 13: Increase bicycling and walking
through targeted marketing and
promotion.
Actions:
▶ 13.1: Provide current and easily accessible
information about the Modesto bicycle
network, bicycle programs, and bicycle
parking. This includes distributing online
and print bicycle maps, maintaining up-todate City web pages, and providing ongoing public engagement opportunities.
▶ 13.2: Encourage major employers to
continue, develop, or expand bicycle
promotion programs for their employees.
Recognize companies designated as a
Bicycle Friendly Business by the League of
American Bicyclists
▶ 13.3: Encourage the use of bicycles for
City employee commute and work travel
purposes to see the City as a model
employer.
▶ 13.4: Continue to sponsor Bicycle to
Work Day in May to receive input on the
pedestrian and bicycle program and
educate the public about the benefits of
walking and bicycling.
▶ 13.5: Work with major employers to set
up and maintain Transportation Demand
Management programs.
EVALUATION POLICIES
Policy 14: Measure bicycling and walking
activity through an annual count program.
Actions:
▶ 14.1: Establish an annual count program
at critical locations around the city. Ensure
methodology is consistent with other
metrics collected locally and regionally.
▶ 14. 2: Make the data publicly available on an
ongoing or at least annual basis.
Policy 15: Report annually on the
implementation of this Plan.
Actions:
▶ 15.1: Prepare and present a report to the
StanCOG BPAC, Citizens Advisory Group (if
created), and City Council.
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Public Health
Walking, bicycling, and other forms of
active transportation (rolling, scooting, etc.)
provide many benefits to individuals and
communities. Active transportation is closely
linked to health outcomes. The Stanislaus
County Community Health Assessment 2020
(CHA 2020) discusses multiple health, safety,
and “thriving” factors that impact individual
and overall community health. All three
of these areas have connections to active
transportation. The report stated the lack of
physical activity is one of the four leading risk
factors for chronic disease. The leading cause
of death within Stanislaus County is heart
disease; obesity and physical inactivity are
among the risk factors for heart disease.
Further, obesity rates within the County have
risen by 45% between 2012 and 2017. Asthma
is also a public health issue; Stanislaus County
has a higher rate of emergency room visits
for Asthma-related problems than the state
average. Many factors can contribute to
asthma, including air pollutants and overall air
quality.
Roadway safety also contributes to health
outcomes. While the CHA 2020 focuses
on deaths related to vehicle collisions,
pedestrian- and bicycle-involved collisions
also impact health outcomes. The Needs
Analysis in Chapter 3 will detail the locations
of pedestrian- and bicycle-involved collisions
throughout Modesto.
BENEFITS OF WALKING AND BIKING
Transportation is one of the four “thriving”
factors that also affect health outcomes. The
availability of reliable, safe transportation is
critical for residents to access jobs, healthcare,
schools, food, and many other destinations
and services. Besides providing safe, low-stress
facilities for people walking and biking,
improving access to transit stops and stations
is also essential to promoting active and
shared transportation modes.
Walking and bicycling can increase physical
fitness and health, create low- or no-cost
transportation options, provide access to
community-serving destinations like parks,
schools, health care, and shopping, using
an environmentally-friendly transportation
option.
Economics
Active transportation can also provide
economic benefits to communities.
Increasing walking and bicycling can reduce
congestion and parking costs, increase
individual mobility, create vibrant and
welcoming streetscapes, and improve local
businesses' accessibility and visibility.1 The
walking and bicycling environment must
be designed to create safe, comfortable,
and inviting places to walk and bike around
Modesto to foster additional active trips. This
Plan's goals and outcomes lay the foundation
for Modesto to make infrastructure, policy,
and program decisions that build and support
active transportation.
1 Cullen McCormick, “York Blvd: The Economics of a
Road Diet,” (2012)
22 MODESTO NON-MOTORIZED TRANSPORTATION PLAN INTRODUCTION, VISION, GOALS, & POLICIES #13..
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Walking and bicycling
can increase physical
fitness and health using
an environmentally-friendly
transportation option.
23 MODESTO NON-MOTORIZED TRANSPORTATION PLAN INTRODUCTION, VISION, GOALS, & POLICIES #13..
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CHAPTER 3
Existing Conditions
& Needs Analysis
#13..
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Transportation Plan Review
This Non-Motorized Transportation Plan seeks
to build on prior planning efforts to create
a comprehensive and cohesive vision for
walking, biking, and rolling in Modesto. The
following documents were reviewed:
▶ Modesto Urban Area General Plan
▶ Modesto Redevelopment Master Plan
▶ Non-Motorized Transportation Plan (2006)
▶ Complete Streets Safety Assessment
▶ Airport Neighborhood Safe Routes to School
Action Plan
▶ Stanislaus County General Plan
▶ StanCOG Non-Motorized Transportation
Plan
Additional references, including corridor
studies, future transportation projects, specific
plans, and other relevant documents, were
also reviewed.
25 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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EXISTING
CONDITIONS
Community and
Geographic Context
Modesto, located in north-central Stanislaus
County, has over 215,000 residents (US Census,
American Community Survey 2019). Modesto’s
arterial and collector streets form a grid
network that connects most areas of the city.
However, many residential streets deviate
from the grid and follow a more suburban
development pattern. Modesto is a relatively
flat city with a temperate climate, increasing
the attractiveness of walking, rolling, and
biking.
As a large, expansive city, Modesto has both
neighborhood-serving destinations like
parks and schools in addition to citywide
and regional destinations including Modesto
Junior College, retail areas, and employment
centers. Many neighborhood-serving
destinations are located within or near
residential areas, making these relatively short
trips good candidates for active transportation
instead of driving. Citywide and regional
serving destinations likely require travel
on or across an arterial or collector road.
Infrastructure limitations and barriers can
negatively affect an individual’s propensity
to walk or bike. High-volume roadways, highspeed roadways, railroad tracks, highways, and similar barriers create uncomfortable and
stressful walking and bicycling conditions.
NEEDS ANALYSIS
The following sections will briefly summarize
the Needs Analysis's six components:
demand, connectivity, comfort, safety,
accessibility, and barriers.
Demand
In terms of commute travel demand, about
one-third of Modesto residents live and
work within the City. Ceres and Turlock are
the following two most popular cities for
Modesto residents to commute into and for
those residents to commute into Modesto.
Table 4 displays the top 10 cities residents
commute out to, and cities workers commute
in from, 2018 data. Private automobiles are
the primary means of transportation for
most Modesto workers. About 95% of work
trips are completed by car; 85% of trips are
done by people driving alone. Public transit
and bicycling account for under 1% each of
work trips. Just over 1% of commuters walk
to work and 3% work from home (American
Community Survey, 2019).
26 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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Table 4: Commute Origins and Destinations - 2018 Data (US Census) Top 10 Commute Destinations for
Residents (% of residents)
Top 10 Origin Cities for Modesto Workers
(% of workers)
Modesto 34% Modesto 32%
Turlock 5% Ceres 4%
Ceres 5% Stockton 3%
Riverbank 3% Turlock 3%
Manteca 2% San Jose 2%
Stockton 2% Tracy 2%
Oakdale 2% Salida 2%
Salida 2% Manteca 2%
San Jose 1% San Francisco 1%
Tracy 1% Sacramento 1%
COVID-19 has shifted travel patterns and the
necessity of office work for some professions.
These shifts may have medium- to long-term
effects on commute-related transportation.
Residents walk and bike to many destinations
across the City. Many of these destinations
are neighborhood-serving, including
schools, parks, libraries, local stores, and
workplaces. Figure 2 shows many of the major
destinations across Modesto.
27 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 372 -
108
132
219
99 Maze Blvd
H St
Kansas Ave
College Ave
Tully Rd
Coee Rd
Mable Ave
N Carpenter Rd
Oakdale Rd
Prescott Rd
Roselle Ave
Standiford Ave Sylvan Ave
Mount Vernon Dr
Yosemite Blvd
E Briggsmore Ave
Dale Rd
Modesto Virginia Corridor
Sherwood Ave
W Hatch Rd
Sunrise Ave
Bangs Ave
W Roseburg Ave
W Whitmore Ave
E Rumble Rd Kodiak Dr
N 9th St
Encina Ave
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Orangeburg Ave
W Briggsmore Ave
Lateral Number 6
W Rumble Rd
SiskRd
Carver Rd
Claus Rd
Floyd Ave State Hwy 99
Pelandale Ave
Scenic Dr
E Orangeburg Ave
State Hwy 132
Amtrak
Station
0 0.55 1.1
MILES
MAJOR
DESTINATIONS
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced March 2019.
Destinations +
Boundaries
Transit Hub
Shopping Center
School
Major Employer
College
Hospital
Library
Downtown Zone
City Boundary
Park
Existing Bikeways
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buered Bicycle Lane
Class III Bicycle Route
Class IV Separated Bikeway
108
132
99 H St
S Jeerson St
Needham St
9th St
14th St
G St
F St
S Madison St
4th St
J St
10th St
15th St
5thSt
13th St
K St
6th St
12th St
11th St
8th St
7th St
I St
State Hwy 99
State Hwy 132
S MortonBlvd
Downtown Zone
Figure 2: Major Destinations
#13..
- 373 -
SCHOOLS
Within Modesto, there are 68 public schools
across five school districts. While schools
are reasonably distributed across the city,
individual school enrollment boundaries,
where present, can create unequal travel
distances for each school’s families. The
further a family lives away from their school
campus, the less likely they are to choose
an active mode to get there. Schools are not
always centered within these enrollment
areas, making inequitable travel distances for
the student body. Despite that, walking and
biking can still be practical for many families
in terms of travel distance and time. However,
many of the existing bicycle and pedestrian
facilities are not comfortable enough for
children and families. Figure 3 shows the
location of school districts throughout the
City. Figure 4, Figure 5, and Figure 6 show
enrollment boundaries, where present,
for elementary, middle, and high schools.
Many of the
existing bicycle and
pedestrian facilities
are not comfortable
enough for children
and families.
29 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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Figure 3: School Districts
108
132
219
99 Amtrak
Station
0 0.5 1
MILES
MODESTO AREA
SCHOOL
DISTRICTS
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Existing Bikeways
School District
Ceres Unified
Empire Union
Salida Union
Stanislaus Union
Sylvan Union
Modesto Districts
School
#13..
- 375 -
Figure 4: Elementary School Enrollment Areas
0 0.5 1
MILES
MODESTO AREA
ELEMENTARY
SCHOOLS
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Elementary School
Enrollment Areas
School
Enrollment Areas
City Boundary
#13..
- 376 -
Figure 5: Middle School Enrollment Areas
#13..
- 377 -
James C. Enochs
High
Fred C.
Beyer High
Peter
Johansen
High
Grace M.
Davis High
Thomas
Downey
High
Joseph A.
Gregori High
Modesto
High
0 0.5 1
MILES
MODESTO AREA
HIGH SCHOOLS
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
High School
Boundaries by District
School
High School Enrollment
City Boundary
Figure 6: High School Enrollment Areas
#13..
- 378 -
PARKS
There are 76 city-operated parks, including
splash playgrounds, a wading pool, tennis
courts, athletic fields, and picnic areas, within
Modesto. Modesto currently has over 17 miles
of trails, including the Virginia Corridor facility.
Figure 7 shows the locations of parks and
trails across Modesto.
TRIP DEMAND
StanCOG’s Travel Demand Model strives
to predict where increases in walking,
biking, and driving trips will occur based on
population growth, planned developments,
and infrastructure projects, current travel
patterns, and other conditions. Figure
8 maps the density of current trips and
shows areas (crosshatched) where trips are
predicted to increase. These future trips can
be good candidates for active transportation,
especially for local trips to schools, parks,
and other neighborhood destinations. Much
of Modesto’s trip growth is expected to
occur in the northwest and northeast areas,
downtown, and south of Yosemite Boulevard.
34 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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Figure 7: Parks and Trails
#13..
- 380 -
Ã108
Ã132
Ã219
Ã99
MAZE BLVD
KANSAS AVE
9TH ST
E BRIGGSMORE AVE
COLDWELL AVE
SYLVAN MEADOWS DR
CONANT AVE
WOODLAND AVE
MABLE AVE
CALIFORNIA AVE
MILLBROOK AVE
BLUE GUM AVE
BOWEN AVE
I ST
G ST
CREEK WOOD DR
ENSLEN AVE
SHERWOOD AVE
W HATCH RD
H ST
SUNRISE AVE
BANGS AVE
MOUNT VERNON DR
W WHITMORE AVE
E RUMBLE RD
KODIAK DR
COLLEGE AVE
N 9TH ST
ENCINA AVE
N CARPENTER RD
DALE RD
ROSE AVE
SNYDER AVE
MERLE AVE
TULLY RD
ROSELLE AVE
W ORANGEBURG AVE
W BRIGGSMORE AVE
PRESCOTT RD
W RUMBLE RD
SISK RD
MODESTO VIRGINIA CORRIDOR
OAKDALE RD
CARVER RD
STANDIFORD AVE
CLAUS RD
MCHENRY AVE
COFFEE RD
FLOYD AVE
YOSEMITE BLVD
PELANDALE AVE
SCENIC DR
SYLVAN AVE
STATE HWY 108
E ORANGEBURG AVE
STATE HWY 132
Amtrak
Station
0 0.5 1
MILES I
TRIP
DEMAND
MODESTO CA ACTIVE
TRANSPORTATION PLAN
Map produced April 2019.
Source: STANCOG
Destinations +
Boundaries
Amtrak Station
City Boundary
Projected increase in trips
in 2042
Trip Density per
TAZ (2015)
No Trips
Low Density
High Density
Medium Density
Figure 8: Trip Demand Projection
#13..
- 381 -
Connectivity
BICYCLE NETWORK
Modesto’s existing bicycle network has
just over 100 miles of facilities. It consists of
off-street trails and various on-street facilities.
Around 80% of the city’s facilities are on-street
bikeways, mostly bicycle routes. The Virginia
Corridor, canal trails, and river/creek trails
make up most of Modesto’s off-street trail
system. Figure 9 shows Modesto’s existing
bikeways, and Table 5 provides mileage
statistics by facility type. Definitions of each
facility are provided in the next section.
Many of the city’s arterial and collector
streets have bicycle facilities, providing some
connectivity across the city. Few dedicated
routes within and through residential
neighborhoods limit comfortable access to
the formalized network.
Table 5: Existing Bikeways (Miles)
Path Type Miles
Shared-use Path 17
Bicycle Lane 26
Buffered Bicycle Lane 17
Bicycle Route 40
Bicycle Boulevard 0
Separated Bikeway 4
TOTAL 104
37 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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BICYCLE FACILITY TYPES
Shared-use Path (Trail)
Dedicated paths for walking and bicycling
separated from the roadway.
Bicycle Lane
Striped lanes for bicyclists.
Buffered Bicycle Lane
Bicycle lanes that include a striped buffer area
either between the bicycle lane and the travel
lane or between the bicycle lane and parked
cars (sometimes in both places).
Bicycle Route
Signed routes for people biking on low-speed,
low-volume streets where roadway space is
shared with people driving.
Bicycle Boulevard
Bicycle routes that are enhanced with traffic
calming features or other treatments that
prioritize bicyclist comfort. A toolkit of bicycle
boulevard treatments is available later in
this chapter. Treatments will be specific to
each corridor and determined based on
community input and planning/engineering
judgment.
Separated Bikeway
On-street bicycle facilities with physical
separation between modes. Types of
separation can include bollards, planter boxes,
vehicle parking, curbs, or raised facilities.
38 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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Figure 9: Existing Bikeways
108
132
219
99 H St
Kansas Ave
Tully Rd
Coee Rd
Mable Ave
N Carpenter Rd
Oakdale Rd
Bowen Ave
Prescott Rd
Roselle Ave
StandifordAve
Sylvan Ave
Yosemite Blvd
E Briggsmore Ave
G St
Sylvan Meadows Dr
Dale Rd
Modesto Virginia Corridor
Woodland Ave
California Ave
Millbrook Ave
I St
CreekwoodDr
Enslen Ave
Sherwood Ave
W Hatch Rd
Sunrise Ave
Bangs Ave
W Roseburg Ave
W Whitmore Ave
Kodiak Dr
N 9th St
Encina Ave
Rose Ave
Snyder Ave
Merle Ave
W Briggsmore Ave
Lateral Number 6
W Rumble Rd
Sisk Rd
Carver Rd
Claus Rd
McHenry Ave
Floyd Ave
State Hwy 99
Pelandale Ave
State Hwy 132
Vintage
Faire
Mall
Central
Valley
Plaza
Coee
Plaza
Wood
Colony
Plaza
McHenry Village
The
Lakes
Center
Caruso Shopping Center
Marshall's Plaza
Briggsmore Square
Century
Center
Tully Manor
Shopping Center
Amtrak
Station
0 0.5 1
MILES
EXISTING
BIKEWAYS
NON-MOTORIZED
TRANSPORTATION
PLAN
Map produced July 2023.
Destinations +
Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
City Boundary
Shopping Center
Park
Existing Bikeways
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buered Bicycle Lane
Class III Bicycle Route
Class IV Separated Bikeway
108
132
99 H St
L St
S Jeerson St
Needham St
9th St
14th St
G St
F St
S Madison St
4th St
J St
10th St
15th St
5thSt
13th St
K St
6th St
12th St 11th St
8th St
7th St
I St
State Hwy 99
State Hwy 132
S MortonBlvd
Downtown Zone
#13..
- 384 -
Comfort
The City has about 101 miles of existing
bicycle facilities. While people biking will have
different tolerances for comfort and stress,
typically speaking, separated bikeways, bicycle
boulevards, and shared-use paths/trails are
considered low-stress facilities. Only about
one-third of Modesto’s existing facilities fall
within those categories. Sidewalk conditions,
separation from vehicle lanes, lighting, shade,
among other factors, can influence the
comfort of people walking. The Level of Traffic
Stress (LTS) analysis measures how bikeable
or walkable a street is based on some of the
above factors. Roads are categorized as LTS
1, 2, 3, or 4; lower numbers indicate increased
comfort for more people biking or walking.
Within Modesto, LTS 1 corridors include most
small residential streets and all trails. LTS 2 and
3 corridors include most non-residential roads
with a bicycle facility. The most stressful LTS
4 facilities include high-speed arterials with
minimal or no bicycle facilities like McHenry
Avenue or Yosemite Boulevard. Figure 10
shows the results of the LTS analysis.
40 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 385 -
Ã108
Ã132
Ã219
Ã99
Maze Blvd
H St
Kansas Ave
College Ave
Tully Rd
Coffee Rd
Blue Gum Ave
N Carpenter Rd
Oakdale Rd
Prescott Rd
Roselle Ave
Standiford Ave
Sylvan Ave
Yosemite Blvd
E Briggsmore Ave
G St
Modesto Virginia Corridor
Sylvan Meadows Dr
Conant Ave
Woodland Ave
Mable Ave
California Ave
Millbrook Ave
Bowen Ave
I St
Creekwo
Enslen Ave
od Dr
Sherwood Ave
W Hatch Rd
Sunrise Ave
Bangs Ave
W Roseburg Ave
Mount Vernon Dr
W Whitmore Ave
E Rumble Rd
Ko diak Dr
N 9th St
Encina Ave
Dale Rd
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Orangeburg Ave
W Briggsmore Ave
Lateral Number 6
W Rumble Rd
Sisk Rd
Carver Rd
Claus Rd
McHenry Ave
Floyd Ave
State Hwy 99
Pelandale Ave
Scenic Dr
State Hwy 108
E Orangeburg Ave
State Hwy 132
Vintage
Faire Mall
Central
Valley
Plaza
Coffee
Plaza
Wood
Colony
Plaza
The
Lakes
Center
Caruso
Shopping
Center
Marshall's Plaza
Briggsmore Square
Century
Center
Tully Manor
Shopping
Center
Amtrak
Station
0 0.5 1
MILES I
LEVEL OF
TRAFFIC STRESS
MODESTO CA ACTIVE
TRANSPORTATION PLAN
Map produced December 2018.
Destinations +
Boundaries
Amtrak Station
College
Hospital
Library
Museum
Shopping Center
Park
City Boundary
Level of Traffic Stress
(LTS)
Level 1 All Ages and Abilities
(Trail)
Level 1 All Ages and Abilities
(Residential)
Level 2 Average Adult
Level 3 Confident Adult
Level 4 Fearless Adult
Figure 10: Level of Traffic Stress
#13..
- 386 -
Safety
Collisions were examined between 2013-
2017. Despite being a relatively small part of
all trips, bicyclist- and pedestrian-involved
collisions account for over 15% of all collisions
(881 pedestrian- or bicycle-involved collisions).
In that same five-year period, bicyclist injuries
have risen by 8%, and pedestrian injuries have
increased by 33%.
Between 2013-2017, there were 448
pedestrian-involved collisions, including 23
pedestrian fatalities. In that same period,
there were 433 bicyclist-involved collisions,
including eight fatalities. Thirty-one active
transportation users died in this period. Across
all modes in the same period, there were 76
fatalities. Walking and biking fatalities account
for over 40% of Modesto traffic-related deaths.
Four corridors recorded multiple pedestrian or
bicyclist fatalities: McHenry Avenue (4), SR-99
(4), Tully Road (3), and Yosemite Boulevard (2).
HIGH INJURY NETWORK
Several corridors throughout the City had a
high concentration of pedestrian- or bicycleinvolved collisions. Corridors with elevated collision levels were grouped to create a high
injury network. The corridors, grouped by
direction, are noted in the list that follows:
East-West Corridors
▶ Standiford Avenue/Sylvan Avenue
▶ Mount Vernon Drive
▶ W. Orangeburg Avenue
▶ Yosemite Boulevard (SR-132)
North-South Corridors
▶ Prescott Road
▶ Carver Road
▶ McHenry Avenue (SR-108)
▶ Oakdale Road
▶ Tully Road
▶ Coffee Road
Downtown and South of SR-99
▶ J Street
▶ I Street
▶ H Street/Paradise Road
▶ D Street (SR-132)
▶ S. Martin Luther King Jr. Drive/Sutter Avenue
Many of these corridors provide essential
connections to neighborhood-serving
destinations. Still, they are high-speed
collector and arterial streets that are very
uncomfortable and uninviting to people
walking, biking, and rolling.
The following heatmaps in Figures 11 and 12
show the approximate location of the bicycleand pedestrian-involved collisions. 42 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 387 -
Ã108
Ã132
Ã219
Ã99
Amtrak
Station
PHOEN XI AVE
OAKDALE RD
MC GU RI E DR
FLOYD AVE
W RUMBLE RD
SYLVAN MEADOWS DR
COLDWELL AVE
POUST RD
KEARNEY AVE
STANDIFORD AVE
CARVER RD
SUNRISE AVE
GRECIAN AVE
CHEYENNE WY
SNYDER AVE
MERLE AVE
MILLBROOKAVE
HILLGLEN AVE
E RUMBLE RD
MOUNT VERNON DR
LARAMIE DR
WYLIE DR
WUNION AVE
LA LOMA AVE
E ORANGEBURG AVE
LUCERN AVE
ROSE AVE
NORWEGIAN AVE
N MC CLURE RD
W GRANGER AVE
E MORRIS AVE
PENNY LN
STODDARD AVE
6TH ST
SONOMA AVE
MABLE AVE
SHELDON DR
5TH ST
WOODROW AVE
CREEKWOOD DR
HASHEM DR
14TH ST
MARIN AVE
GAGO S
DR
CELESTE DR SHERWOOD
AVE
FINE AVE
KRUGER DR
CONANT AVE
BOWEN AVE
ENCINA AVE
TOKAY AVE SHARON AVE
KODIAK DR
PEARL ST
W ROSEBURG AVE
NEE CE DR I ST
WYCLIFF E DR
11TH ST
SYLVAN AVE
BANGS AVE
AIRPORT WY
TULLY RD
PELANDALE AVE
0 0.5 1
MILES I
BICYCLE
COLLISIONS
MODESTO CA ACTIVE
TRANSPORTATION PLAN
Sources: City of Modesto, Caltrans,
Esri, UC Berkeley TIMS.
Map produced February 2019.
Destinations +
Boundaries
Amtrak Station
City Boundary
Collisions per Hexagon
(2013 - 2017)
1 to 2 Collisions
3 to 5
6 to 10
11 to 15 Collisions
Bicycle Fatality
Figure 11: Bicycle Collisions
#13..
- 388 -
Figure 12: Pedestrian Collisions
#13..
- 389 -
Accessibility
An accessibility analysis was conducted
to study how easily residents can access
important neighborhood destinations using
low-stress routes. Accessibility was studied
around schools, parks, and major commercial
centers. Combining this analysis with the
LTS analysis creates a more comprehensive
understanding of conditions around each set
of destinations. Highlights from each of the
analyses are below:
SCHOOLS
Schools across all levels are reasonably
distributed across the City. The relative
distance between each student’s residence
and the school is a huge factor in determining
the practical transportation options. School
enrollment boundaries, where present—see
Figures 3–6 on pages 30–33—somewhat
control travel distance, but larger enrollment
areas mean many families will live too far
to walk or bike, especially for middle and
high schools. In many cases, schools are
not centered within these areas, creating
inequitable distances. If a family does not live
within a reasonable walking (1/4 mile – 1 mile)
or biking (up to 2 miles) distance, the lack of
low-stress facilities can discourage families
from using active transportation. Some may
choose to take a slightly more circuitous route
to avoid stressful areas, but many may choose
to use a different travel mode.
PARKS
Across the City, most residents are within a
reasonable distance of a park. The dozens
of City parks and other recreational facilities
provide most residents with relatively short,
low-stress access. Crossing wider streets
is necessary for some residents to reach
parks. This can be challenging for some
people, especially children and seniors,
who are walking, biking, or rolling. Crossing
improvements that make it easier and more
accessible for people to walk, bike, or roll can
make those trips more inviting. It is also is
important to improve end-of-trip facilities
(discussed in Chapter 5) at parks.
SHOPPING
Most Modesto residents can access their
closest shopping centers by bicycle using
low-stress streets without having to travel
very far out of direction. Many of these tend to
front a large collector or arterial road, creating
an uncomfortable end and beginning to
those trips. If someone wants to travel to a
further commercial center, they will likely have
to cross or travel on a higher-stress corridor at
some point along their journey. While many
of the city’s crosstown streets have an existing
facility, very few of them are low-stress.
If a family does not live within a
reasonable walking distance, the lack
of low-stress facilities can discourage
families from using active transportation.
45 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 390 -
Barriers
Natural and infrastructure barriers limit
connectivity, alter travel behavior, and
directly affect modal and route choices.
Natural barriers include rivers, steep terrain,
and canals. Infrastructure barriers include
freeways, highways, and railroad tracks. In
addition to these “linear” barriers, major
roadway crossings and larger intersections
can also act as barriers, especially for
vulnerable road users like seniors and
children. Many existing walking, biking, and
rolling facilities (sidewalks and bike lanes)
typically change or are not present at most
crossings of these barriers.
NATURAL BARRIERS
Modesto's natural barriers include the
Briggsmore Avenue Lateral, Root Lateral,
Moulton Lateral, Dry Creek crossing, and the
Tuolumne River.
INFRASTRUCTURE BARRIERS
Multiple state highways cross Modesto: SR-132
(Yosemite Blvd./Maze Blvd.), SR-108 (McHenry
Ave.), and SR-99 (Golden State Highway).
Segments of 9th Street, K Street, L Street, 6th
Street, and Needham Street in downtown
are also designated as part of the State
Highway System. State Route-99 is the only
conventional freeway of this group. However,
the other routes still carry high volumes of
cars at high travel speeds and have limited
signalized crossing locations.
Railroad tracks also act as long linear
barriers with limited formalized crossing
opportunities. Within Modesto, railroad tracks
generally run parallel to 9th Street and parallel
to Santa Fe Avenue. Figure 13 shows how
various barriers limit permeability, access, and
connectivity across Modesto.
46 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 391 -
Figure 13: Permeability
108
132
219
99 Maze Blvd
H St
Kansas Ave
College Ave
Tully Rd
Coee Rd
Mable Ave
Blue Gum Ave
N Carpenter Rd
Oakdale Rd
Bowen Ave
Prescott Rd
Roselle Ave
Standiford Ave Sylvan Ave
MountVernon Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Modesto Virginia Corridor
Conant Ave
Woodland Ave
California Ave
Millbrook Ave
I St
CreekwoodDr
Enslen Ave
Sherwood Ave
W Hatch Rd
Sunrise Ave
Bangs Ave
W Roseburg Ave
W Whitmore Ave
E Rumble Rd
Kodiak Dr
N 9th St
Encina Ave Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Orangeburg Ave
W Briggsmore Ave
Lateral Number 6
W Rumble Rd
Sisk Rd
Carver Rd
Claus Rd
McHenry Ave
Floyd Ave
State Hwy 99
Pelandale Ave
Scenic Dr
E Orangeburg Ave
State Hwy 132
Amtrak
Station
Intersection Barriers
High Collision Locations
LTS 3 & LTS 4 Corridors
0 0.5 1
MILES
PERMEABILITY
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced March 2019.
Destinations +
Boundaries
Transit Hub
Shopping Center
School
Major Employer
College
Hospital
Library
City Boundary
Park
#13..
- 392 -
Modesto has many
transportation corridors
that, if enhanced, can
foster and support
comfortable, low-stress
active transportation.
Extending existing trails and building new
trails along canals and other rights-of-way
would create new off-street facilities and
potentially improve the crossings of barriers.
Many of Modesto’s arterial and collector
streets are wide, multilane streets, primed for
developing a low-stress crosstown network.
In many cases, existing bicycle facilities can
be enhanced with striped buffers or physical
protection (i.e., upgrading bike lanes to
buffered bike lanes or separated bikeways).
SUMMARY: OPPORTUNITIES
AND CONSTRAINTS
Implementing traffic calming on
neighborhood streets will make those streets
safer for all transportation users: people
walking, biking, rolling, and driving. Many
of these streets already have great qualities,
like tree shade and lower traffic volumes and
speeds. Formalizing streets as dedicated
multimodal corridors will start forming a highquality neighborhood low-stress network. This will provide essential linkages to crosstown
facilities and be the backbone for most local
walking and bicycling trips.
There are many constraints that the City
will have to work through as they move
toward implementation. Streets have limited
available width/right-of-way and competing
modal uses. Some project recommendations
may require trade-offs or road diets, most
commonly on arterial or collector streets.
Railroad crossings, highway interchanges,
underpasses/overpasses, and other large
projects each present a unique challenge
and can require coordination across multiple
agencies.
48 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
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49 MODESTO NON-MOTORIZED TRANSPORTATION PLAN EXISTING CONDITIONS & NEEDS ANALYSIS #13..
- 394 -
CHAPTER 4
Community
Engagement
#13..
- 395 -
ENGAGEMENT STRATEGY
Three goals guided this Plan’s community
engagement process:
▶ Reach a diverse audience
▶ Maximize visibility and transparency
▶ Make engagement meaningful
The City used several different methods to
promote the planning process and engage
with the community, including social
media, email newsletters, pop-up events,
an interactive webmap, and community
workshops. The COVID-19 pandemic led
the City to create an interactive virtual open
house for the second phase of the community
engagement process. Engagement activities
are described in the following section.
51 MODESTO NON-MOTORIZED TRANSPORTATION PLAN COMMUNITY ENGAGEMENT #13..
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Bike to Work Day 2019
The project team hosted a pop-up event
during the City’s Bike to Work Day event
in downtown. The City gathered input
on existing conditions and promoted the
interactive webmap. Over 75 comments were
logged about walking, biking, and rolling
issues and opportunities. Common themes
from this pop-up included expanding trails
and paths throughout the City, extending
Virginia Corridor, and improving the bicycle
network’s overall connectivity.
Family CycleFest 2019
Family CycleFest, held in May, is a fun,
outdoor event dedicated to promoting
bicycles and bicycle safety. The project team
hosted another pop-up event to listen to
the community about walking, biking, and
rolling. Over 60 comments were gathered.
Many families made comments wanting safer
routes to schools and parks. Other common
themes from the event included a desire
for traffic calming on residential streets,
improving the connection between the
Virginia Corridor and downtown, and closing
sidewalk gaps.
Community Workshop
In November of 2019, the City hosted a
community workshop to engage with
residents on existing conditions. In addition
to reviewing components of the existing
conditions analysis, attendees could provide
feedback on existing conditions, share
information on places they would walk and
bike to, review proposed pedestrian priority
areas, and share their priorities for the future
of walking and biking. About 20 residents
attended the meeting.
COMMUNITY ENGAGEMENT ACTIVITIES
52 MODESTO NON-MOTORIZED TRANSPORTATION PLAN COMMUNITY ENGAGEMENT #13..
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Online Engagement
INTERACTIVE WEBMAP
The first phase of community engagement
included an interactive webmap. The webmap
allowed users to leave comments on existing
bicycle facilities, draw their preferred walking
and bike routes, and drop pins at locations
they had comments on. About 70 comments
were provided on the webmap. Roughly
one-third of the comments were located in
downtown Modesto. Common themes from
the webmap included improving connections
between neighboring areas and increasing
access to trails across the City.
VIRTUAL OPEN HOUSE
Restrictions from the COVID-19 pandemic
prevented the City from hosting in-person
events for the second community
engagement phase. The City created a virtual
open house to present the key themes from
community engagement and the draft bicycle
and pedestrian recommendations. Through
an updated interactive webmap, users
could like, dislike, and comment on the draft
pedestrian and bicycle recommendations.
The virtual open house was available in both
English and Spanish.
The project team promoted the virtual open
house using City social media accounts
and targeted social media ads. The project
website was also promoted in a Modesto Bee
newspaper article. Over 1,800 residents visited
thevirtual open house during the comment
period, providing more than 1,600 likes/dislikes
on pedestrian and bicycle projects.
53 MODESTO NON-MOTORIZED TRANSPORTATION PLAN COMMUNITY ENGAGEMENT #13..
- 398 -
StanCOG BPAC Meetings
The City presented updates on the Plan
twice to the StanCOG BPAC. Members were
provided information on the Plan process and
provided feedback on existing conditions and
draft recommendations.
Stakeholder Involvement
To further expand the reach of the Plan’s
engagement, the project team coordinated
with multiple stakeholder organizations to
help promote the Plan’s engagement efforts.
These groups help spread the word about
Plan-related events and encouraged their
members to participate.
54 MODESTO NON-MOTORIZED TRANSPORTATION PLAN COMMUNITY ENGAGEMENT #13..
- 399 -
Four common themes emerged across
community engagement methods. These
themes were the guiding principles used
to develop the pedestrian and bicycle
recommendations presented in the next
chapter. Each theme is detailed below:
1. Improve safety and
access to school
Improving safety for students and families
walking and biking to school was one of the
top priorities the City heard from residents.
Families had concerns about both walking
and biking around schools. Many stated
that regardless of mode, wide streets, fastmoving traffic, and uncomfortable crossings discouraged them from using active
transportation. Residents who lived near a
street(s) without sidewalks added that the
missing infrastructure adds to their concerns.
2. Build more crosstown
trail facilities like the
Virginia Corridor
Virginia Corridor is one of the jewels of
Modesto’s active transportation network.
The trail is one of the most loved pieces of
Modesto’s network by residents. Residents
stated that they would be like to see the City
build more trails like it across Modesto. These
corridors would provide safe, comfortable,
off-street crosstown connectivity, something
many residents believe the City currently
lacks. Residents use the Virginia Corridor for
many purposes, including commuting and
recreating. Building similar facilities across
Modesto would expand the health and
environmental benefits to these new areas of
the city.
3. Slow traffic on
residential streets
As residents made clear, the key to any
successful active transportation network starts
with accessibility from their door. Slowing
down vehicle traffic and providing walking
and bicycle enhancements in residential
areas will go a long way to shifting travel
behavior on local neighborhood trips. Traffic
calming residential streets work in tandem
with safe routes to school goals and improves
connections to crosstown facilities.
4. Make it safer and more
comfortable to cross
large streets and to cross
streets near neighborhoodserving destinations
Many residents cannot walk or bike to a
local destination, like a park, school, library,
or corner store, without needing to cross at
least one large street. Residents stated that
many arterial and collector street crossings
feel uncomfortable, especially at uncontrolled
locations. They also noted that bicycle facilities
dropping at some intersections was a design
consideration they would like addressed.
Residents also shared crossing concerns
about off-street facilities like Virginia Corridor;
for mid-block crossings and wanting better
connectivity/crossing options into downtown.
ENGAGEMENT THEMES
55 MODESTO NON-MOTORIZED TRANSPORTATION PLAN COMMUNITY ENGAGEMENT #13..
- 400 -
CHAPTER 5
Recommendations
#13..
- 401 -
Built on the needs and opportunities
identified by evaluating existing conditions,
community input, and data-driven analyses,
this chapter presents the recommended
bicycle and pedestrian networks for Modesto.
Recommendations described in this Plan
serve as a blueprint to create successful,
well utilized, and safe pedestrian and bicycle
networks. Project recommendations outside
of Modesto’s rights-of-way play an essential
part in the overall comprehensiveness of the
active transportation network. Implementing
these projects will require additional
coordination with outside agencies such as
Caltrans, county agencies, or utilities. This
Plan proposes 192 miles of new or upgraded
bikeways and pedestrian infrastructure
improvements at 109 locations.
OVERVIEW
57 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 402 -
STRATEGIES
Bicycle Recommendation
Development
Bicycle recommendations were developed
using a context-sensitive approach that
incorporated many factors, including street
width, lane configuration, parking, land uses,
barriers, nearby destinations, and community
engagement. Recommendations focus on
connecting residents to schools, shopping
areas, parks, trails, and downtown safely and
comfortably.
The low-stress network includes all shared-use
paths, bicycle boulevards, and separated
bikeways (existing and proposed). This
network shows where most people biking
could travel comfortably across the City.
Pedestrian Recommendation
Development
Pedestrian recommendations are
concentrated within pedestrian priority
areas (PPAs). PPAs were developed based
on many factors including the results of the
existing conditions analysis (connectivity,
demand, and accessibility), proximity to
destinations including schools, parks,
commercial areas, downtown, locations with
high volumes of foot traffic, and prioritizing
areas with a history of pedestrian-involved
collisions. Figure 14 shows the location of
Modesto’s nine pedestrian priority areas. Spot
recommendations seek to improve the safety
and comfort of people walking and rolling
along or across streets.
58 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 403 -
Figure 14: Pedestrian Priority Areas
108
132
219
99 Maze Blvd
H St
Kansas Ave
Tully Rd
Roselle Ave
Coee Rd
Mable Ave
Blue Gum Ave
N Carpenter Rd
Oakdale Rd
Bowen Ave
Prescott Rd
Standiford Ave
Sylvan Ave Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd Woodland Ave
California Ave
Millbrook Ave
I St
CreekwoodDr
Enslen Ave
Sherwood Ave
W Hatch Rd
Sunrise Ave
Bangs Ave
W Roseburg Ave
W Whitmore Ave
K odiakDr
N 9th St
Encina Ave
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Briggsmore Ave
Lateral Number 6
W Rumble Rd
Sisk Rd
Carver Rd
Claus Rd
Floyd Ave
State Hwy 99
Pelandale Ave
Scenic Dr
State Hwy 108
E Orangeburg Ave
State Hwy 132
Vintage Faire
Mall
Central
Valley
Plaza
Coee
Plaza
Wood
Colony
Plaza
The
Lakes
Center
Caruso
Shopping Center
Marshall's Plaza
Briggsmore Square
Century
Center
Tully
Manor
Shopping Center
Amtrak
Station
McHenry
Tully
Sylvan
Coffee
Downtown
Paradise/ West Modesto
Northwest Modesto
Yosemite
Oakdale
0 0.5 1
MILES
PEDESTRIAN
PRIORITY AREAS
MODESTO
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations +
Boundaries
School
Amtrak Station
College
Hospital
Library
Museum
Shopping Center
Park
City Boundary
Pedestrian Priority Areas
#13..
- 404 -
BICYCLE
RECOMMENDATIONS
Bicycle Facilities
CLASS I SHARED-USE PATH (TRAIL)
Dedicated paths for walking and bicycling
completely separate from the roadway.
CLASS II BICYCLE LANE
Striped lanes for bicyclists.
CLASS IIB BUFFERED BICYCLE LANE
Bicycle lanes that include a striped “buffer”
area either between the bicycle lane and the
travel lane or between the bicycle lane and
parked cars (sometimes in both areas).
CLASS III BICYCLE ROUTE
Signed routes for bicyclists on low-speed,
low-volume streets where roadway space is
shared with motorists.
CLASS IIIB BICYCLE BOULEVARD
Bicycle routes that are further enhanced with
traffic calming features or other treatments to
prioritize bicyclist comfort. A toolkit of bicycle
boulevard strategies can be found later in
this chapter. Treatments will be specific to
each corridor and determined based on local
community input and planning/engineering
judgment.
CLASS IV SEPARATED BIKEWAY
On-street bicycle facilities with a physical
barrier between the bicycle space and motor
vehicle lanes. Barriers can include bollards,
curbs, elevation, or parking.
60 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 405 -
Bicycle Boulevard Toolkit
Unlike other bicycle facilities, bicycle
boulevards are unique in that there are no
specific standards or treatments. Bicycle
boulevards can be implemented in various
ways to create an environment where bicycle
travel is prioritized in a shared space with
cars. Individual corridors will be analyzed
to determine which treatments reflect the
solutions that will bring about the highest
increase in bicyclist comfort and safety
while respecting and coordinating with the
needs and desires of nearby residents and
stakeholders. Treatments will vary from simple
signage and striping only to more advanced
intersection redesigns. This Plan does not
provide specific treatment recommendations
for individual bicycle boulevard corridors.
There are three primary categories of
improvements:
▶ Signs and pavement markings
▶ Vehicle speed management
▶ Vehicle volume reduction
SIGNS AND PAVEMENT MARKINGS
Pavement Markings
Bicycle Boulevards can have unique
pavement markings or sharrows to reinforce
that the street is a shared space for people
biking and driving. Sharrows can also have
green backing to increase driver awareness
further.
Wayfinding Signs
Wayfinding is an essential component of
the overall bicycle network but plays an even
more significant role on bicycle boulevards.
Bicycle boulevards can weave through
neighborhoods, increasing the importance
of the signs to help users easily navigate
through their trips. Wayfinding can also help
raise awareness of the presence of the bicycle
boulevard, potentially generating new users.
61 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 406 -
Curb Extensions
Curb extensions extend the curb into the
street. They shorten crossing distances for
people walking, provide improved visibility
at pedestrian and bicycle intersections, and
provide additional pedestrian queuing space.
Chicanes
Chicanes add gentle curves to otherwise
straight streets. Adding curves to the road
slows car traffic by narrowing the travel lane.
The lane adjustments can be created with
just striping or with offset curb extensions/
landscaping.
VEHICLE SPEED MANAGEMENT
Reduce Speed Limit
In some areas, especially around schools,
reducing the speed limit below 25 MPH
may be a helpful strategy in slowing cars
and making bicyclists and pedestrians more
comfortable in the corridor.
Neighborhood Traffic Circle
Neighborhood traffic circles are an alternative
intersection treatment to a signal or stop sign.
Traffic circles can regulate the flow of traffic
while adding a traffic calming element.
62 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 407 -
Chokers/Pinch Points
A pinch point narrows available roadway
width with two curb extensions. Limiting
the available width creates a narrow road
environment where drivers drive slower.
Speed Bumps/Speed Humps/Speed
Cushions
Speed bumps (and similar devices) span the
roadway's width and encourage cars to slow
down. Speed bumps can be designed with
slots for emergency vehicle use.
Median Islands
Median islands create a pinch point for traffic
in the center of the roadway and offer shorter
crossing distances for pedestrians when used
in tandem with a marked crossing.
Credit: Seattle DOT
63 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 408 -
VEHICLE VOLUME REDUCTION
Partial Closure Diverters
Partial closure diverters can be installed to
allow bicyclists to proceed straight across
the intersection while directing motorists to
make left or right turns. These installations
prohibit all turns from the major street onto
the bikeway. Curb extensions can also be
incorporated with stormwater management
features and/or a mountable island to
improve pedestrian crossings while allowing
emergency vehicle access.
Median Refuge Island
Median refuge islands restrict through and
left-turn vehicle movements along the
bikeway while providing refuge for bicyclists
to cross one direction of traffic at a time. This
treatment prohibits left turns from the major
street onto the bikeway, while right turns are
still allowed.
Right-in/Right-out Diverters
Right-in/right-out diverters can be installed
to allow bicyclists to proceed straight through
the intersection while directing motorists
to turn right. The island can accommodate
bicycle access to the corridor while reducing
conflicts and still allowing local and
emergency vehicles. Left turns from the
major street onto the bikeway are typically
prohibited, while right turns are still allowed.
Full Diverters
Full diverters block all motor vehicles from
continuing on a neighborhood bikeway, while
bicyclists can continue unrestricted. Full
closures can be constructed to be permeable
to emergency vehicles.
64 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 409 -
65 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 410 -
PROPOSED BICYCLE
NETWORK
This Plan recommends 192 miles of new or
upgraded facilities across Modesto; proposing
upgrades to about 58 miles of existing
facilities. Table 6 provides a breakdown of
the existing and proposed bicycle networks
broken down by bikeway class. Figure 15a–g
is a map of the current and proposed bicycle
network. When fully built out, Modesto will
have 238 miles of dedicated bicycle facilities.
Figure 16 shows the low-stress bicycle
network. This network consists of all existing
and proposed shared-use paths, bicycle
boulevards, and separated bikeways. Bicycle
boulevards are important connections that
can connect residents to crosstown trails and
separated bikeways. This network shows were
many Modesto residents and visitors can
travel comfortably.
Appendix B shows all bicycle
recommendations by street segment.
Recommendations are sorted by
bikeway class recommendation and then
alphabetically.
Table 6: Bicycle Facility Network by Bikeway Classification (Miles) Existing
Bikeways
Facilities Being
Upgraded
Recommended
Facilities
Full Network
Build-Out
Shared-use Path 17.1 0.0 26.1 43.2
Bicycle Lane 26.0 18.8 11.2 18.4
Buffered Bicycle Lane 17.3 13.0 6.4 10.6
Bicycle Route 39.8 26.5 0.3 13.6
Bicycle Boulevard 0.0 0.0 94.9 94.9
Separated Bikeway 4.4 0.0 53.3 57.7
Total 104.6 58.3 192.2 238.4
66 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 411 -
108
132
219
99 8th St
W Granger Ave
Pearl St
Kearney Ave
H St
Norwegian Ave
Kansas Ave
9th St
College Ave
Tully Rd
Woodland Ave
I St
la Loma Ave
Tully RdW Union Ave
Airport Way
Lateral Number4
Coee Rd
Mable Ave
N Carpenter Rd
N 9th St
Oakdale Rd
Bowen Ave
Prescott Rd
Needham St
Roselle Ave
Paradise Ave
Standiford Ave
Claremon t Ave
College
Ave
Haddon Ave
Poust Rd
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Neece
Dr
Colfax Ave
el Vecino Ave
Laramie Dr
Crows Landing Rd
Br gi hton Ave
Hash
me
Dr
6th St
Dragoo Park Dr
Hillglen Ave
Fine Ave
Lincoln Av e
Parker Rd
11th St
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
Lucern Ave
E Morris Ave
Sutter Ave
Miller Ave
Claratina Ave
Modesto Virg ni ia Corridor
Tuolumne Blvd
7th St
California Ave
Mil bl rook
Ave
CreekwoodDr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Rumble Rd
W Whitmore Ave
K odiakDr
Rose Ave
Snyder Ave
Merle Ave
Root
Lateral
E Briggsmore Ave
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
McHenry Ave
Floyd Ave
Pelandale Ave
Scenic Dr
E Orangeburg Ave
S Morton
Blvd
Amtrak
Station
0 0.5 1
MILE
BICYCLE PROJECT
RECOMMENDATIONS
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
Proposed Bicycle Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Existing Bicyle Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
K St
H St
7th St
I St
12th St
B St
11th St
10th St
Beard St
I St
Downtown
67 MODESTO NON-MOTORIZED TRANSPORTATION PLAN Figure 15a: Recommended Bikeways RECOMMENDATIONS #13..
- 412 -
108
132
99 8th St
D St
H St
1st St
9th St
College Ave
I St
la Loma Ave
N
Martin Luther King Dr
Sierra Dr
Lateral Number 4
Lane St
J St
N 9th St
N
M
orton Blvd
S Morton Blvd
Bodem St
Locust St
Campus Way
Jennie St
Merced Ave
Johnson St
Downey Ave
Poplar Ave
Maple St
Pine St
14th St
Virginia Ave
Scenic Dr
Yosemite Blvd
M St
17th St
11th St
Paradise Ave
3rd St
E St
S Washington St
Burney St
Tyo ul me River Trailextension
16th St
Stoddard Ave
Needham St
G St
F St
10th St
5th St
13th St
K St
12th St
7th St
0 0.1 0.2 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15b: Recommended Bikeways
68 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 413 -
108
99 8th St
Sylvan Ave
Griswold Ave
W Granger Ave
14th St
Norwegian Ave
9th St
E Roseburg Ave
I St
la Loma Ave
E Union Ave
Tully Rd
W Roseburg Ave
Coldwell Ave
J St
Lateral Number 4
Sylvan Meadows Dr
Downey Ave
Coee Rd
Mount Vernon Dr
College Ave
K
odiakDr
E Granger Ave
W Rumble Rd
M St
10th St
Merle Ave
Floyd Ave
Elm Ave
17th St
G St
Burney St
Keller St
Bodem St
Locust St
Greenwich Ln Johnson St
Encina Ave
Shawne e Dr
Palmwood Dr
W Morris Ave
Standiford Ave
16th St
Stoddard Ave
Oakdale Rd
Needham St
Sunrise Ave
12th St
13th St H St
Grecian Ave
K St
N Emerald Ave
Wylie Dr
PrincetonAve
Woodrow Ave
W Union Ave
el Vista Ave
Kansas Ave
Brighton Ave
H asheDmr
Pearl St
Dragoo Park Dr
Mable Ave
Celeste Dr
Bowen Ave
E Morris Ave
Modesto Virginia Corridor
Encina Ave Trail
Sherwood Ave
Pelandale Ave
E Rumble Rd
W Briggsmore Ave
Rose Ave
Root Lateral
E Briggsmore Ave
Scenic Dr
Orangeburg Ave
Carver Rd
0 0.35 0.7 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15c: Recommended Bikeways
69 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 414 -
108
99 8th St
Sylvan Ave
Griswold Ave
W Granger Ave
14th St
Norwegian Ave
9th St
E Roseburg Ave
I St
la Loma Ave
E Union Ave
Tully Rd
W Roseburg Ave
Coldwell Ave
J St
Lateral Number 4
Sylv an Meadows Dr
Downey Ave
Coffee Rd
Mount Vernon Dr
Col el geAve
Ko di ak Dr
E Granger Ave
W Rumble Rd
M St
10th St
Merle Ave
Floyd Ave
Elm Ave
17th St
G St
Burney St
Keller St
Bodem St
Locust St
Greenwich Ln Johnson St
Encina Ave
Shawne e Dr
Palmwood Dr
W Morris Ave
Standiford Ave
16th St
Stoddard Ave
Oakdale Rd
Needham St
Sunrise Ave
12th St
13th St H St
Grecian Ave
K St
N Emerald Ave
Wylie Dr
PrincetonAve
Woodrow Ave
W Union Ave
el Vista Ave
Kansas Ave
Brighton Ave
a H s he m Dr
Pearl St
Dragoo Park Dr
Mable Ave
Celeste Dr
Bowen Ave
E Morris Ave
Modesto Virginia Corridor
Encina Ave Trail
Sherwood Ave
Pelandale Ave
E Rumble Rd
W Briggsmore Ave
Rose Ave
Root Lateral
E Briggsmore Ave
Scenic Dr
Orangeburg Ave
Carver Rd
0 0.35 0.7 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15d: Recommended Bikeways
70 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 415 -
Amtrak
Station
Merle Ave
Roselle Ave
Lakewood Ave
Keller St
Palmwood Dr
Belharbour Dr
Lillian Dr
Manor Oak Dr
Norseman Dr
Oakdale Rd
Edgebrook Dr
Sharon Ave
Kodiak Dr
Brighton Ave
Penny Ln
N McClure Rd
Dry Creek Dr
Mable Ave
Sylvan Ave
Lincoln Oak Dr
Wylie Dr
Floyd Ave
Sonoma Ave
Celeste Dr
E Briggsmore Ave
L ni co nl Ave
el Vista Ave
Laramie Dr
HashemDr
Hillglen Ave
Fine Ave
Parker Rd
Creekwood Dr
Mi llbrook
Ave
Encina Ave Trail
Claus Rd
Rose Ave
Scenic Dr
Orangeburg Ave
0 0.35 0.7 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15e: Recommended Bikeways
71 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 416 -
132
99 Amtrak
R
Station osel el Ave
Tioga Dr
N Riverside Dr
Merle Ave
Co ee Rd
Lakewood Ave
Encina Ave
Sharon Ave
Hillside Dr
Yosemite Blvd
Peppermint Dr
Lillian Dr
Legion Park Dr
la Loma Ave
Norseman Dr
Oakdale Rd
Edgebrook Dr
Penny Ln
Dry Creek Dr
Wylie Dr
Sonoma Ave
N McClure Rd
Laramie Dr
Brighton Ave
Claus Rd
Lincoln Ave
Parker Rd
el Vista Ave
Celeste Dr
Creekwood Dr
E Briggsmore Ave
Encina Ave Trail
Rose Ave
Scenic Dr
Orangeburg Ave
0 0.35 0.7 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15f: Recommended Bikeways
72 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 417 -
108
132
99 8th St
D St
H St
9th St
Woodland Ave
I St
la Loma Ave
N Martin Luther King Dr
Sierra Dr
Coldwell Ave
Lateral Number 4
J St
N
MortonB lvd
Downey Ave
California Ave
14th St
M St
Yosemite BlvdCoee Rd
17th St
11th St
Tully Rd
3rd St
Bodem St
Locust St
Johnson St
Paradise Rd
Mercy Ave
E St
Elm Ave
S Emerald Ave
Burney St
16th St
Stoddard Ave
Needham St
G St
Dezzani Ln
Boise Ave
F St
Morse Rd
10th St
5th St
N Emerald Ave
Scenic Dr
Neece
Dr
13th St
K St
Root Lateral
Crows Landing Rd
12th St
Carpenter Rd
Paradise Ave
E Morris Ave
Sutter Ave
7th
St
N
Carpenter Rd
W Hatch Rd
Kansas Ave
0 0.35 0.7 PROPOSED BICYCLE IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Existing Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bicycle Lane
Class III Bike Route
Class IV Separated Bikeway
Recommended Facilities
Class I Shared-Use Path
Class II Bicycle Lane
Class IIB Buffered Bike Lane
Class III Bicycle Route
Class IIIB Bicycle Boulevard
Class IV Separated Bikeway
Figure 15g: Recommended Bikeways
73 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 418 -
108
132
219
99 8th St
W Granger Ave
Pearl St
Kearney Ave
H St
Stoddard Ave
Norwegian Ave
Kansas Ave
9th St
College Ave
Tully Rd
Woodland Ave
I St
la Loma Ave
Tully RdW Union Ave
Airport Way
Lateral Number4
Coee Rd
Mable Ave
N
Carpenter Rd
N 9th St
Oakdale Rd
Bowen Ave
Prescott Rd
Needham St
Roselle Ave
Paradise Ave
Standiford Ave
Clarem on t Ave
College Ave
Haddon Ave
Poust Rd
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Neece
Dr
Colfax Ave
el Vecino Ave
Laramie Dr
Crows Landing Rd
Br gi hton Ave
H ashemDr
6th St
Dragoo Park Dr
Hillglen Ave
Fine Ave
Lincoln Av e
Parker Rd
11th St
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
Lucern Ave
E Morris Ave
Sutter Ave
Miller Ave
Claratina Ave
Modesto Virginia Corridor
Tuolumne Blvd
Cheyenne Way
7th St
California Ave
Millbrook
Ave
CreekwoodDr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Rumble Rd
W Whitmore Ave
K odiakDr
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
E Briggsmore Ave
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
McHenry Ave
Floyd Ave
Pelandale Ave
Scenic Dr
E Orangeburg Ave
S Morton
Blvd
Amtrak
Station
0 0.5 1
MILE
LOW-STRESS
BIKEWAYS
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
Proposed Bicycle
Facilities
Class I Paths
and Class IV
Bikeways
Class IIIB
Bicycle
Boulevards
Existing Bicyle
Class I Paths
and Class IV
Bikeways
K St
H St
7th St
I St
12th St
B St
11th St
10th St
Beard St
I St
Downtown
74 MODESTO NON-MOTORIZED TRANSPORTATION PLAN Figure 16: Citywide Low-Stress Bikeways RECOMMENDATIONS #13..
- 419 -
Road Diets
Road diet projects can play an essential role
in the reallocation of space required to design
a street that better serves bicyclists and
pedestrians. A road diet is reconfiguring a
roadway by removing travel lanes and utilizing
the space for other uses and travel modes.
The reduction of vehicle travel lanes allows
the limited roadway space to be reallocated
for other uses such as bike lanes, pedestrian
refuge islands, transit uses, and parking.
Road diet projects require traffic pattern
analysis, public engagement, and design work
before determining their feasibility. However,
these roadway configurations offer many
high-level benefits, including enhanced safety,
mobility, and access for all road users, creating
a complete streets environment along each
corridor. These benefits include:
▶ Crash reduction rates between 19%-47%
▶ Reduced vehicle speeds
▶ Improved mobility and access for all road
users
▶ Better integration of the roadway into
surrounding land uses1
Conflicts between high-speed through traffic,
left-turning vehicles, and other road users that
are more prevalent on traditional multilane
streets can lead to relatively higher crash
frequencies than roadways that have been
reconfigured. These reconfigurations also
allow cities to integrate additional pedestrian
and bicycle facilities along these corridors.
Right-sizing roads with underutilized space
can create a solution that addresses safety
concerns and benefits for all road users.
Impacts on vehicle traffic must also be
considered when analyzing corridors for
road diets. Vehicle traffic counts, intersection
studies, and parking occupancy studies are
some of the vehicle-related studies that may
also be completed. These reconfigurations
can also be cost-effective when combined
with planned roadway reconstruction or
repaving projects.
1 Federal Highway Administration, Road Diet
Informational Guide. https://safety.fhwa.dot.gov/road_
diets/guidance/info_guide/. 2014.
These roadway
configurations offer
many high-level
benefits, including
enhanced safety,
mobility, and access
for all road users.
75 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 420 -
PEDESTRIAN RECOMMENDATIONS
Pedestrian Toolkit
This Plan’s toolkit groups pedestrian
infrastructure into six categories:
▶ Pavement markings
▶ Pedestrian-actuated beacons
▶ Street furniture
▶ Sidewalks, trails, and medians
▶ Intersection and street design
▶ Studies
Example infrastructure components from
each of the categories are provided below.
PAVEMENT MARKINGS AND CROSSWALKS
Advance Stop and Advance Yield Markings
Advance yield pavement markings, also
referred to as “Shark’s teeth,” are markings
placed on the roadway 20’-50’ before a
mid-block crosswalk or crosswalk at an
intersection approach without a signal or stop
sign.
Stop lines are solid white lines that extend
across intersection approach lanes. They may
be used to indicate the point behind which
vehicles are required to stop in compliance
with a stop sign or other traffic control device
that requires vehicles to stop, like a pedestrian
hybrid beacon.
Crosswalks
Transverse crosswalks consist of two thick
lines that demarcate pedestrian right-of-way
at intersections and mid-block locations.
High-visibility crosswalks are marked with
thick bars, drawing additional attention and
awareness to the crossing. There are multiple
high-visibility crosswalk designs (continental
ladder, etc.).
In school zones, these crosswalks are yellow, as
opposed to the standard white color.
76 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 421 -
Decorative Crosswalks
Decorative crosswalks can add a placemaking
element to the street while still serving a
marked crosswalk’s primary visibility and
awareness objectives. Decorative crosswalks
can be themed to reflect the surrounding
neighborhood or nearby destinations.
Decorative crosswalks must meet specific
design parameters to remain compliant with
state and federal standards; most importantly,
they include transverse markings around any
decorative pavement treatment.
Raised Crosswalks and Raised Intersections
A raised crosswalk is a modification of a speed
table. Speed tables reduce vehicle speeds by
elevating the entire wheelbase of a vehicle
(unlike a speed bump that raises each axle
individually). Speed tables can be designed
to include a mid-block raised crosswalk; in
these cases, the height of the speed table
matches the sidewalk. This treatment makes
pedestrians more visible to approaching
motorists and also slows vehicles. Raised
intersections elevate the entire intersection
to the sidewalk level, providing the same
improved visibility of people walking
and reduction in vehicle speed as raised
crosswalks, but for all intersection approaches.
Raised intersections are typically applied in
areas with high pedestrian usage.
Trail Markings
Paved trails can include striping to demarcate
separate areas for pedestrians and bicyclists.
Especially on crowded trails with high
pedestrian usage, encouraging spatial
separation can reduce conflicts and improve
the efficiency and consistency of bicycle travel.
77 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 422 -
PEDESTRIAN-ACTUATED BEACONS
Rectangular Rapid Flashing Beacon (RRFB)
RRFBs are user-activated flashing lights used
at unsignalized intersections or mid-block
crossings. These beacons alert motorists
to the presence of people in the crosswalk.
These are most commonly used on 2-4 lane
roadways.
Pedestrian Hybrid Beacon (PHB)
A pedestrian hybrid beacon is a signal
designed to increase pedestrians’ safety at
unsignalized locations on multilane roadways.
Thresholds for installation vary based on
the posted speed limit, crossing distance,
vehicular volumes, and volumes of pedestrian
crossings.
STREET FURNITURE, UTILITIES, AND SIGNS
Signage
Signs serve a wide range of functions, from
prohibiting movements, limiting parking, or
providing advance notice of school zones or
crosswalks.
Lighting
Pedestrian-scale lighting improves visibility for
both people walking and driving, particularly
at intersections. Lighting can be achieved on
one light pole (one light for the road and one
light for the sidewalk) or separate poles. These
lights focus on illuminating the sidewalk, not
the roadway. Lighting is also an important
consideration along trails.
78 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 423 -
Street Furniture/Amenities
Street furniture includes benches, transit
shelters, trash cans, newsstands, and other
items within the public right-of-way.
Sidewalks
Sidewalks provide dedicated space for
pedestrians to walk. Sidewalks are raised from
the roadway and sometimes have a planting
strip for increased separation from the street.
Obstructions like utility boxes, signs, and poles
can sometimes limit available sidewalk width.
Shared-Use Paths
Dedicated paths for walking and bicycling
completely separate from the roadway. When
paved with asphalt or concrete, trails can
include markings to encourage the separation
of modes.
SIDEWALKS, TRAILS, AND MEDIANS
Curb Extensions
Curb extensions extend the curb into the
street. Curb extensions can provide several
valuable traffic calming and safety benefits.
They shorten the crossing distance for
people walking, provide improved visibility at
intersections, and provide additional pedestrian
queuing space. They can be installed at
intersections or mid-block. Curb extensions
can be made with permanent materials like
cement or implemented as a “quick build” with
pavement markings and bollards/delineators.
79 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 424 -
Curb Ramps
Curb ramps allow for smooth, accessible
transitions between the sidewalk and street
level. Curb ramps are essential for those with
special mobility needs, strollers, and many
other users. Ramps must be built to current
Americans with Disabilities Act standards.
INTERSECTIONS AND STREET DESIGN
Intersection Redesign
Intersections are not always symmetrical.
Intersections can have confusing or
asymmetric designs when more than two
streets come together or when two streets
come together at acute angles. There are
design components like curb extensions,
painted buffer areas, and medians that can
make these intersections more inviting and
less stressful for active transportation users.
Free-Right Turn Lane/Slip Lane Removal
Free-right turn lanes facilitate increased
vehicle throughout and faster turns at
intersections at the expense of pedestrian and
bicyclist safety and movement.
Traffic Calming
Traffic calming is the implementation of
roadway changes to slow down vehicle traffic.
Engineers can consider a wide array of tools
to slow vehicle traffic, including speed bumps,
chicanes, speed feedback signs, and other
items. Traffic calming is also an essential
component of bicycle boulevards.
80 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 425 -
Stop Signs and Traffic Signals
Stop signs and traffic signals are traffic control
devices used to regulate traffic through an
intersection. Implementing stop signs and
traffic signals is regulated by the California
Manual on Uniform Traffic Control Devices
(CA MUTCD) and requires a technical analysis
before implementation.
STUDIES
Complex Intersections and Crossings
While most of the locations that
were examined for the Plan have
recommendations, some sites will require
additional study and traffic analysis to develop
recommendations. Some locations will also
require coordination with other agencies.
81 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 426 -
Pedestrian Recommendations
The Plan recommends pedestrian
infrastructure improvements at 109 locations
across Modesto. Figure 17a–g shows the
location of each pedestrian improvement.
Table 7 provides specific details of each
recommendation.
82 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 427 -
108
132
219
99 8th St
W Granger Ave
Kearney Ave
Norwegian Ave
Kansas Ave
9th St College Ave
Woodland Ave
Tully RdW Union Ave
Airport Way
N
Carpenter Rd
N 9th St
Oakdale Rd
Prescott Rd
Roselle Ave
Paradise Ave
Standiford Ave
Clarem on t Ave
College Av e
Haddon Ave
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Ne ece Dr
Colfax Ave
Laramie Dr
Crows Landing Rd
Brighton Ave
Hash me
D r
Dragoo Park Dr
Hillglen Ave
Fine Ave
Lincoln Av e
Parker Rd
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
Lucern Ave
E Morris Ave
Sutter Ave
Miller Ave
Claratina Ave
Mo desto Virginia Corr di or
Cheyenne Way
7th St
California Ave
Mil bl rook
Ave
Creekwood Dr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Whitmore Ave
K o diak Dr
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
Floyd Ave
Pelandale Ave
Scenic Dr
S Morto n Blvd
Great Valley Academy
Stanislaus County West
Campus
Petersen Alternative
Center for Education
M. Robert
Adkison Elementary
Virginia
Parks
Elementary
Norman
N. Glick
Middle
Capistrano Elementary
Christine
Sipherd Elementary
Bernard L.
Hughes Elementary
Alice N.
Stroud
Elementary
Elihu Beard
Elementary
Bret Harte
Elementary
Burbank Elementary
El Vista
Elementary
Enslen
Elementary
Catherine
Everett
Elementary
Franklin Elementary
John
Muir Elementary
La Loma
Junior
High
Mark Twain
Junior High
James Marshall
Elementary
Orville Wright
Elementary
Robertson
Road Elementary
Roosevelt
Junior
High
Rose Avenue
Elementary
Shackelford
Elementary
Wilson
Elementary
Sonoma
Elementary
Lakewood
Elementary
Harriette Kirschen
Elementary
Alberta Martone
Elementary
Evelyn Hanshaw Middle
James C. Enochs High
Fred C.
Beyer
High
Peter
Johansen
High
Grace
M. Davis
High
Thomas
Downey
High
Elliott Adult
Education
Center Modesto
High
Robert
Elliott Alternative
Education Center
Independence
Charter
Mildred Perkins
Elementary
Mary Lou Dieterich
Elementary
Josephine
Chrysler Elementary
Prescott
Junior
High
George Eisenhut
Elementary
Agnes M.
Baptist
Elementary
Daniel J. Savage Middle
Mary
Ann Sanders Elementary
Sherwood
Elementary
Somerset
Middle
Standiford Elementary
Sylvan
Elementary
Woodrow
Elementary
Coleman F.
Brown Elementary
Stockard
Coffee Elementary
Orchard
Elementary
Elizabeth
Ustach Middle
Freedom Elementary
Yosemite
ROP
Caswell Elementary Carroll Fowler
Elementary
Mae Hensley Junior High
Ceres
High
School
Walter White
Elementary Blaker-Kinser
Junior High
Amtrak
Station
1 2
3 4
5 6
7 8
9 10
11 12
1314
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
3536
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
7778 79
80 81
82 83
84 85
86 87
88 89
90 91
92 93
94 9596
97 98
99 100
101
102
103
104
105
106
107
108
109
0 0.5 1
MILE
PROPOSED
PEDESTRIAN
FACILITIES
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
H St
7th St
I St
12th St
B St
11th St
9th St
I St 99
98 97
96 95
94 93
92 91
90 89
79 77 78
28 108
107
106
105
104
103
102
101
100
Downtown
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Trail Facilities
Recommendations
Class I Shared-Use Path
Existing
Class I Shared-Use Path
83 MODESTO NON-MOTORIZED TRANSPORTATION PLAN Figure 17a: Pedestrian Recommendations RECOMMENDATIONS #13..
- 428 -
108
132
99 8th St
D St
H St
1st St
9th St
College Ave
I St
la Loma Ave
N
Martin Luther King Dr
Sierra Dr
Lateral Number 4
Lane St
J St
N 9th St
N
M
orton Blv
d
S Morton Blvd
Bodem St
Locust St
Campus Way
Jennie St
Merced Ave
Johnson St
Downey Ave
Poplar Ave
Maple St
Pine St
14th St
Virginia Ave
Scenic Dr
Yosemite Blvd
M St
17th St
11th St
Paradise Ave
3rd St
E St
S Washington St
Burney St
Tyolume River Trailextension
16th St
Stoddard Ave
Needham St
G St
F St
10th St
5th St
13th St
K St
12th St
7th St
28 60
61 77 78
79 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
0 0.1 0.2 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17b: Pedestrian Recommendations
84 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 429 -
219
99 Veneman Ave
Standiford Ave
Woodland Ave
Tully Rd
Janna Ave
Blue Gum Ave
Prescott Rd
Conant Ave
Mount Vernon Dr
G St
CollegeAve
Coldwell Ave
2nd St
Brink Ave
Eicher Ave
Woodrow Ave Shawnee Dr
Hahn Dr
Marsala Way
Poust Rd
Evergreen Ave
S heldon Dr
Gag
os Dr
Bowen Ave
W Union Ave
Morse Rd
PrincetonAve
Dale Rd
N Carpenter Rd
Pearl St
Modesto Virginia Corridor
Cheyenne Way
W Roseburg Ave
W Rumble Rd
Pelandale Ave
Snyder Ave
Orangeburg Ave
W
Briggsmore Ave
Lateral Number 6
Carver Rd
62 63
64 65
66 67
68 69
70 71
72 73
74 75
76 80
81 82
83 84
85 86
87 0 0.35 0.7 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17c: Pedestrian Recommendations
85 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 430 -
108
132
99 8th St
Sylvan Ave
Griswold Ave
W Granger Ave
14th St
Norwegian Ave
9th St
E Roseburg Ave
I St
la Loma Ave
E Union Ave
Tully Rd
W Roseburg Ave
Coldwell Ave
J St
Lateral Number 4
Sylv an Meadows Dr
Downey Ave
Coffee Rd
Mount Vernon Dr
Col el geAve
Ko di ak Dr
E Granger Ave
W Rumble Rd
10th St
Merle Ave
Floyd Ave
Elm Ave
17th St
G St
Burney St
Keller St
Bodem St
Locust St
Greenwich Ln Johnson St
Encina Ave
Shawne e Dr
Palmwood Dr
W Morris Ave
Standiford Ave
16th St
Stoddard Ave
Oakdale Rd
Needham St
Sunrise Ave
12th St
13th St
H St
Grecian Ave
K St
N Emerald Ave
Wylie Dr
PrincetonAve
Woodrow Ave
W Union Ave
el Vista Ave
Kansas Ave
Brighton Ave
a H s he m Dr
Pearl St
Dragoo Park Dr
Mable Ave
Celeste Dr
Bowen Ave
E Morris Ave
Modesto Virginia Corridor
Encina Ave Trail
Sherwood Ave
Pelandale Ave
E Rumble Rd
W Briggsmore Ave
Rose Ave
Root Lateral
E Briggsmore Ave
Scenic Dr
Orangeburg Ave
Carver Rd
1 2
3 4
5 7
10 12
13 14
15 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
7778
79 83
84 85
87 89
101
102
0 0.35 0.7 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17d: Pedestrian Recommendations
86 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 431 -
Amtrak
Station
N Riverside Dr
Merle Ave
Roselle Ave Lakewood Ave
Keller St
Palmwood Dr
BelharbourDr
Peppermint Dr
Lillian
Dr
Manor Oak Dr
Norseman Dr
Oakdale Rd
Edgebrook Dr
Sha ron Ave
Kodiak Dr
Brighton Ave
Penny Ln
N McClure Rd
Dry Creek Dr
Mable Ave
Sylvan Ave
Lincoln Oak Dr
Wylie Dr
Floyd Ave
Sonoma Ave
Celeste Dr
E Briggsmore Ave
Lincoln Ave
el Vista Ave
Laramie Dr
a H s he m Dr
Hillglen Ave
Fine Ave
Parker Rd
Creekwood Dr
Millbrook Av
e
Encina Ave Trail
Claus Rd
Rose Ave
Scenic Dr
Orangeburg Ave
1 2
3 4
5 6
7 8
9 10
11 40
109
0 0.35 0.7 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17e: Pedestrian Recommendations
87 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 432 -
132
99 Amtrak
Station
R
oselle Ave
Tioga Dr
N Riverside Dr
Merle Ave
Coffee Rd
Lakewood Ave
Encina Ave
Sharon Ave
Hillside Dr
Yosemite Blvd
Lillian
Dr
Legion Park Dr
la Loma Ave
Norseman Dr
Oakdale Rd
Edgebrook Dr
Penny Ln
Dry Creek Dr
Wylie Dr
Sonoma Ave
N McClure Rd
Laramie Dr Brighton Ave
Claus Rd
Lincoln Ave
Parker Rd
el Vista Ave
Celeste Dr
Creekw
ood Dr
Encina Ave Trail
Rose Ave
Scenic Dr
Orangeburg Ave
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 37
38 39
42 43
44 45
109
0 0.35 0.7 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17f: Pedestrian Recommendations
88 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
- 433 -
108
132
99 8th St
D St
H St
9th St
Woodland Ave
I St
la Loma Ave
Sierra Dr
Coldwell Ave
Lateral Number 4
J St
N
M or ot n
Bl vd
Downey Ave
California Ave
14th St
M St
10th St
Yosemite Blvd
17th St
Maple St
Pine St
11th St
Pelton Ave
Bodem St
Locust St
Mercy Ave
Johnson St
E St
Elm Ave
S Emerald Ave
Burney St
16th St
Stoddard Ave
Needham St
G St
Dezzani Ln
Boise Av e
F St
Morse Rd
5th St
N Emerald Ave
Scenic Dr
Neece Dr
13th St
K St
Root Lateral Crows Landing Rd
12th St
Carpenter Rd
Paradise Ave
E Morris Ave
Sutter Ave
W Hatch Rd
Kansas Ave
15 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
59 60
61 73
7778
79 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
0 0.35 0.7 PROPOSED PEDESTRIAN IMPROVEMENTS MILE
MODESTO NON-MOTORIZED TRANSPORTATION PLAN
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Shopping Center
Park
Trail Facilities
Existing Class I Shared-Use Path
Class I Shared-Use Path
Pedestrian Recommendations
Improvement Location
DT Plan Ped Corridors
Ped Priority Area
Figure 17g: Pedestrian Recommendations
89 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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Table 7: Pedestrian Recommendations
ID Cross Street 1 Cross Street 2 Recommendation
1 Sylvan Ave Oakdale Rd Study slip lane removal at both western corners.
Update all crosswalks to high-visibility and
provide a leading pedestrian interval for all
crossing phases.
2 Floyd Ave Oakdale Rd Upgrade all crosswalks to high-visibility crosswalks and provide a leading pedestrian
interval for all crossing phases. Study removal of
the slip lane at the northeast corner and realign
the bike lane if removed.
3 Lancey Dr Oakdale Rd Refresh high-visibility crosswalks and provide a leading pedestrian interval for all crossing
phases.
4 E Briggsmore Ave Oakdale Rd "Refresh the north high-visibility crosswalk and upgrade the other three crosswalks to
high-visibility. Provide a leading pedestrian
interval for all crossing phases. Refresh bicycle
conflict markings. Study slip lane removal at the
southwest corner.
5 E Orangeburg Ave Oakdale Rd Upgrade all crosswalks to high-visibility and provide a leading pedestrian interval for all
crossing phases.
6 Sonoma Ave Zuccaro Way Relocate the high-visibility crosswalk across the southern approach to the northern approach
for greater separation from the school driveway.
If relocated, install curb extensions at both
northern corners. Add additional red curb
where necessary. Consider installing an RRFB
for the Sonoma crossing.
7 Scenic Dr Oakdale Rd Upgrade all crosswalks to high-visibility and provide a leading pedestrian interval for all
crossing phases. Study removal of all three slip
lanes. Install bicycle conflict markings.
8 Ardia Ave N McClure Rd Install a RRFB and advanced yield markings to support the high-visibility crosswalk across N
McClure Road. Install a high-visibility crosswalk
across Ardia Avenue with an advanced stop bar.
9 Lillian Dr Laramie Dr Install high-visibility crosswalks across Laramie Drive and on the northern crossing across
Lilian Drive. Install a curb ramp at the northeast
corner.
10 Hilliard Way E Orangeburg Ave Install a high-visibility crosswalk with advanced yield markings and an RRFB across E
Orangeburg Avenue at the eastern approach.
Install a transverse crosswalk across Hilliard Way
90 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
11 Encina Ave N Riverside Dr Install high-visibility crosswalks with advanced stop bars at the southern and western
approaches.
12 Encina Ave Covena Ave Install high-visibility crosswalks at all four approaches. Install advance yield markings
for the Encina Avenue approaches and
advance stop markings for the Covena Avenue
approaches.
13 Santa Barbara Ave La Loma Ave Install high-visibility crosswalks with advanced stop bars across both crossing at Santa
Barbara Avenue and restripe the high-visibility
crosswalk across La Loma Ave with advanced
yield markings. Install an RRFB for the La Loma
crossing.
14 Miller Ave/La Loma Ave N Santa Cruz Ave Short term: Upgrade and refresh all crosswalks to high-visibility with advance stop markings.
Long term: study intersection redesign options
to improve visibility/sight lines, shorten crossing
distances, and to square up intersection
approaches.
15 Haddon Ave/La Loma
Ave
N Santa Ana Ave Upgrade all crosswalks to high-visibility and install leading pedestrian interval for all
crossing phases. Consider installing a curb
extension from the triangular island into
Haddon Ave and through the crosswalk across
La Loma Ave.
16 Monterey Ave Thrasher Ave Refresh all three high-visibility crosswalks and install advance stop markings. Install curb
extensions at all four corners.
17 Herndon Rd Aurora St Install a high-visibility crosswalk across the southern approach and a transverse crosswalk
across the eastern approach. Install curb
extensions at both eastern corners to square up
the intersection; install curb ramps.
18 Crows Landing Rd School Ave Refresh all four high-visibility crosswalks and install advance stop markings. Provide
a leading pedestrian interval for all crossing
phases. Construct curb extensions at all four
corners.
19 Crows Landing Rd E Hatch Rd Refresh all four high-visibility crosswalks and install advance stop markings. Provide
a leading pedestrian interval for all crossing
phases. Construct curb extensions at all four
corners.
91 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
20 Glenn Ave Las Vegas St Upgrade the northern and eastern crosswalks to high-visibility and install advance stop
markings. Install curb extensions at all three
corners with crosswalk landings.
21 Las Vegas St Butte Ave Upgrade all three crosswalks to high-visibility crosswalks. Install advance yield markings
for the Las Vegas Street crossings and stop
markings for the Butte Avenue crossing.
Construct curb extensions at both western
corners.
22 Red Pine Dr Crippen Ave Install high-visibility crosswalks across the northern and eastern approaches with advance
yield markings. Construct a curb ramp at the
northwest corner.
23 Pine Tree Ln Robertson Rd Refresh the high-visibility crosswalk at the eastern approach with advance yield markings.
Install a high-visibility crosswalk at the northern
approach with advance stop markings.
24 Paradise Rd Pine Tree Ln Refresh the high-visibility crosswalk across Paradise Road with advance yield markings.
Install a pedestrian hybrid beacon for this
crossing.
25 Sutter Ave South Ave Refresh the high-visibility crosswalks across the northern and southern approaches with
advance stop marking. Upgrade the eastern
crosswalk to high-visibility with advance stop
markings. Install curb extensions at all four
corners.
26 Rouse Ave Sunset Ave Refresh the high-visibility crosswalk at the eastern approach. Install high-visibility
crosswalks at the northern and southern
approaches. Install advance stop markings for
all approaches.
27 South Ave Roselawn Ave Install high-visibility crosswalks at all four approaches.
28 Sierra Dr Sunset Blvd/3rd St Study intersection redesign options to square up/consolidate intersection approaches
(especially the northern approaches) and to
determine the best location for a crossing
of Sierra Drive near the community center.
Upgrade the northern crosswalk to highvisibility and install advance stop markings. 92 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
29 Locust St Sherman Ave Refresh the existing high-visibility crosswalk at the western approach. Install advance yield
markings and consider installing an RRFB.
Upgrade the crosswalk across the southern
approach to high-visibility and install advance
yield markings. Install curb ramps at all three
corners with landings.
30 Maze Blvd N Emerald Ave Coordinate with Caltrans to upgrade all crosswalks to high-visibility crosswalks, install
advance stop markings, and provide a leading
pedestrian interval for all crossing phases.
Consider constructing curb extensions at all
corners.
31 Sandburg Ave S Emerald Ave Install high-visibility crosswalks with advance yield markings across the northern and
southern approaches. Refresh the transverse
crosswalk across Sandburg and add advance
stop markings. Consider RRFB for the Emerald
Avenue crossings. Install curb ramps at all
corners.
32 Coffee Rd Sylvan Ave Install leading pedestrian intervals for all crossing phases
33 E Rumble Rd Coffee Rd Install leading pedestrian intervals for all crossing phases
34 Niabell Pl Falmouth Way Install a high-visibility crosswalk at the northern approach (avoid driveways on the west side if
possible) with advance yield markings. Install
a transverse crosswalk across the eastern
approach.
35 Floyd Ave Coffee Rd Install leading pedestrian intervals for all crossing phases
36 Floyd Ave Vera Cruz Dr Install high-visibility crosswalks across the western and southern approaches. Install
advance yield markings and a RRFB for the
western crossing. Install advance stop markings
for the southern crossing.
37 Celeste Dr Coffee Rd Install a high-visibility crosswalk with a pedestrian hybrid beacon across the southern
approach of Coffee Road. Install a curb ramp
at the western landing of this crosswalk. Install
advance stop markings.
93 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
38 Spanos Ct/David Ct Coffee Rd Consider removing free-right turn lane at southeast corner. Build out corner to replace
removed turn lane.. Upgrade all three existing
crosswalks to high-visibility. Consider installing
a high-visibility crosswalk at the northern
approach. Install leading pedestrian intervals
for all crossing phases.
39 E Briggsmore Ave Coffee Rd Short term: Upgrade all crosswalks to highvisibility. Long Term: Conduct traffic study to consider removing both free-right turn
lanes and other intersection design/geometry
improvements.
40 Palmwood Dr Mable Ave Install a high-visibility crosswalk across Palmwood Dr.
41 Sylvan Meadows Dr Beyer Park Dr Install high-visibility crosswalks across all four crossings
42 E Orangeburg Ave Coffee Rd Upgrade all crosswalks to high-visibility crosswalks and install advanced stop bars
43 Gloria Way/Brighton
Ave
Coffee Rd Install a high-visibility crosswalk across the southern approach of Coffee Road. Install
advance stop markings. Install a pedestrian
hybrid beacon across Coffee Rd.
44 Lucern Ave Coffee Rd Upgrade all crosswalks to high-visibility crosswalks and install advanced stop marking,
and leading pedestrian intervals for all crossing
phases. Study free-right turn lane removal on
the southeast corner.
45 Scenic Dr Coffee Rd Upgrade all existing crosswalks to high-visibility and install leading pedestrian intervals for all
crossing phases. Study free-right turn lane
removal.
46 McHenry Ave Coralwood Rd Coordinate with Caltrans to install highvisibility a crosswalk across Coralwood Rd with advanced stop markings
47 McHenry Ave Meily Way Coordinate with Caltrans to install high-visibility a crosswalk across Meily Way with advanced
stop markings
48 McHenry Ave W Union Ave Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced stop
bars. Install leading pedestrian intervals for all
crossing phases.
94 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
49 McHenry Ave mid-block
south of Sylvan Ave
Sylvan Ave/Standiford
Ave
Coordinate with Caltrans to upgrade all existing
crosswalks to high-visibility with advance stop
markings. Provide leading pedestrian intervals
for all crossing phases.
50 McHenry Ave Woodrow Ave/Robin
Hood Dr
Coordinate with Caltrans to upgrade all
crosswalks to high-visibility with advanced stop
bars and provide leading pedestrian intervals
for all crossing phases.
51 McHenry Ave E Rumble Rd Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced
stop markings and provide leading pedestrian
intervals for all crossing phases.
52 McHenry Ave Floyd Ave Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced stop
bars and install leading pedestrian intervals for
all crossing phases.
53 McHenry Ave W Briggsmore Ave Coordinate with Caltrans to study the removal of the free-right turn lane at the southeast
corner. Consider installing a bulb-out to square
up the intersection if the lane is removed.
Upgrade all crosswalks to high-visibility with
advanced stop bars and provide leading
pedestrian intervals for all
54 McHenry Ave Tokay Ave Coordinate with Caltrans to construct a curb extension at the northwest corner. Upgrade
existing crosswalks to high-visibility and
install a high-visibility crosswalk across the
southern approach with advanced stop bars
at all approaches. Provide leading pedestrian
intervals for all crossing phases
55 McHenry Ave Granger Ave Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced stop
bars and install leading pedestrian intervals for
all crossing phases.
56 McHenry Ave Orangeburg Ave Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced stop
bars and install leading pedestrian intervals for
all crossing phases.
57 McHenry Ave Fairmont Ave Coordinate with Caltrans to install a pedestrian hybrid beacon across McHenry Ave and highvisibility crosswalks across both approaches to McHenry Ave on Fairmont Ave.
95 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
58 McHenry Ave Hintze Ave/Griswold Ave Coordinate with Caltrans to upgrade existing crosswalks to high-visibility and install a
pedestrian hybrid beacon with advanced
yield markings across McHenry Ave. Consider
realigning or relocating the crosswalk across
McHenry Ave as a perpendicular crossing.
59 McHenry Ave "Morris Ave” Coordinate with Caltrans to upgrade all crosswalks to high-visibility with advanced stop
bars and install leading pedestrian intervals for
all crossing phases.
60 McHenry Ave Almond Ave Coordinate with Caltrans to upgrade the crosswalk across McHenry Ave to high-visibility
with advanced yield markings. Install a
pedestrian hybrid beacon across McHenry Ave.
61 McHenry Ave Grant St Coordinate with Caltrans to upgrade the crosswalk across McHenry Ave to high-visibility
with advanced yield markings. Install a
pedestrian hybrid beacon across McHenry Ave.
62 Trail crossing between
Clevenger Dr and Union
Ave
Tully Rd At the trail crossing between Clevenger Drive
and Union Avenue, refresh the high-visibility
crosswalk and install advance yield markings.
Install an RRFB with an additional actuation
push button in the existing median.
63 Woodrow Ave Tully Rd Refresh the existing crosswalks to high-visibility.
Install advance stop markings and provide
a leading pedestrian interval for all crossing
phases.
64 W Rumble Rd Tully Rd Upgrade the existing eastern and western crosswalks to high-visibility and provide a
leading pedestrian interval for all crossing
phases. Construct curb extensions at all four
corners.
65 Mount Vernon Dr Tully Rd Refresh all crosswalks to high-visibility crosswalks with advance stop markings. Provide
a leading pedestrian interval for all crossing
phases.
66 Bowen Ave Tully Rd Refresh all crosswalks to high-visibility crosswalks with advance stop markings. Provide
a leading pedestrian interval for all crossing
phases.
67 W Granger Ave Tully Rd Construct curb extensions at the two eastern corners and provide a leading pedestrian
interval for all crossing phases.
96 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
68 Pearl St Tully Rd Install high-visibility crosswalks at the eastern and western approaches. Install a pedestrian
hybrid beacon for the crossing of Tully Road.
Construct curb extensions at the two eastern
corners.
69 W Orangeburg Ave Tully Rd Provide a leading pedestrian interval for all crossing phases.
70 W Roseburg Ave Tully Rd Provide a leading pedestrian interval for all crossing phases.
71 Fordham Ave Tully Rd Install a high-visibility crosswalk across Tully Road connecting the southwest and northeast
corners with advance yield markings. Install an
RRFB for the Tully crossing. Install transverse
crosswalks across the eastern and western
approaches.
72 Princeton Ave Tully Rd Construct curb extensions at all corners to square up intersection approaches. Install an
RRFB for Tully Road crossing. Install transverse
crosswalks for the eastern and western
approaches.
73 Coldwell Ave Tully Rd Provide a leading pedestrian interval for all crossing phases.
74 Carver Rd Orangeburg Ave Upgrade all crosswalks to high-visibility crosswalks and install advance stop markings.
Provide a leading pedestrian interval for all
crossing phases.
75 Evergreen Ave Carver Rd Refresh the high-visibility crosswalk at the western approach. Install a high-visibility
crosswalk across the southern approach. Install
a curb ramp at the southeast corner.
76 Martin Ave Orangeburg Ave Refresh the high-visibility crosswalk across the eastern approach and install advance yield
markings. Install high-visibility crosswalks
across the northern and southern approaches
with advance stop markings. Consider
upgrading the existing RRFB to a PHB.
77 Needham St Park Ave/14th St/L St Coordinate with Caltrans to study intersection redesign options to simplify intersection and
improve pedestrian crossings.
78 Needham St Sycamore Ave/15th St Coordinate with Caltrans to study intersection redesign options to simplify intersection and
improve pedestrian crossings.
79 H St/Burney St 19th St/La Loma Ave Study intersection redesign options to simplify the intersection, reduce approaches, and
improve pedestrian crossings.
97 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
80 N Rosemore Ave Blue Gum Ave Refresh the high-visibility crosswalk across the western approach. Install advance stop
markings. Build out the northwest corner to fill
the current crosshatched area.
81 Poust Rd Mack Ct Extend the red curb south of the school driveway on the west side of Poust Road. Install
a high-visibility crosswalk across the southern
approach and curb ramp at the southwest
corner. Install advance yield and "Keep Clear"
pavement markings. Install a transverse
crosswalk across Mack Court.
82 Brenner Way Conant Ave Relocate the existing high-visibility crosswalk from the southern approach to the northern
approach. and install advance yield markings.
Upgrade the transverse crosswalk at the
western approach to high-visibility and install
advance stop markings.
83 Janet Cir Sheldon Dr Refresh the high-visibility crosswalk across Sheldon Drive (west approach). Install advance
yield markings and construct curb extensions
at both corners. Refresh the transverse
crosswalk across Janet Circle and install
advance stop markings. Refresh the highvisibility crosswalk across Janet Drive. 84 Mount Vernon Dr Earlmar Dr Install high-visibility crosswalks across the northern and southern legs of the intersection.
85 Cheyenne Way Shawnee Dr Refresh all high-visibility crosswalks and install advance stop markings. Construct curb
extensions at all four corners.
86 Blue Bird Dr Snyder Ave Upgrade both crosswalks to high-visibility and install advance stop markings. Install a curb
ramp at the southwest corner.
87 Woodrow Ave John Lee Ln Install a high-visibility crosswalk across the northern approach with advance stop
markings.
88 Tuolumne Blvd Neece Dr/Merced Ave Upgrade the crossing of Neece Dr to highvisibility. Construct a high-visibility crosswalk across the western approach of Tuolumne.
Install a pedestrian hybrid beacon. Convert
existing median islands to pedestrian refuge
islands where appropriate.
89 J St 9th St - 11th St From Downtown Master Plan: Create a shared or flush street from the Transit Center entrance
on 9th Street till 11th Street.
98 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
90 J Street Railroad Tracks
between 7th and 9th St
From Downtown Master Plan: Study the
construction of an underpass under the railroad
tracks to connect the two transit corridors.
91 6th St H St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
92 I St 6th St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
93 5th St I St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
94 5th St H St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
95 H St 3rd St Consistent with the Downtown Master Plan, install curb extensions and upgrade all
crosswalks to high-visibility crosswalks.
96 H St 4th St Consistent with the Downtown Master Plan, install curb extensions and upgrade all
crosswalks to high-visibility crosswalks.
97 H St 7th St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
98 H St 10th St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
99 I St 7th St Consistent with the Downtown Master Plan, install curb extensions, upgrade all crosswalks
to high-visibility crosswalks, and provide leading
pedestrian intervals for all crossing phases.
100 J St 7th St Consistent with the Downtown Master Plan, install curb extensions and upgrade all
crosswalks to high-visibility crosswalks.
99 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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ID Cross Street 1 Cross Street 2 Recommendation
101 K St 10th Consistent with the Downtown Master Plan, coordinate with Caltrans to install curb
extensions, upgrade all crosswalks to highvisibility crosswalks, and provide leading pedestrian intervals for all crossing phases.
102 J St 10th St Consistent with the Downtown Master Plan, consider installing curb extensions at the two
western corners for the crossing of J Street.
Provide a leading pedestrian interval for all
crossing phases.
103 I St 10th St Consistent with the Downtown Master Plan, consider installing curb extensions at the two
eastern corners for the crossing of I Street.
Refresh the existing decorative crosswalks.
Provide a leading pedestrian interval for all
crossing phases.
104 F St 10th St Consistent with the Downtown Master Plan, install high-visibility crosswalks across all
approaches and curb extensions at all four
corners.
105 10th St E St Install high-visibility crosswalks at all four approaches. Install advance yield markings for
the 10th Street crosswalks. Consider installing
RRFBs for 10th Street crossings.
106 10th St D St In coordination with other pedestrian
improvements between D Street and B Street,
upgrade all crosswalks to high-visibility and
provide a leading pedestrian interval for all
crossing phases.
107 10th St B St In coordination with other pedestrian
improvements between D Street and B Street,
install high-visibility crosswalks with advance
yield markings at all four approaches. Consider
installing pedestrian railroad crossing safety
equipment.
108 10th St Morton Blvd In coordination with other pedestrian improvements between B Street and Morton
Boulevard, install a high-visibility crosswalk with
RRFB for a crossing of Morton Boulevard.
109 Scenic Dr Lakewood Ave Construct a protected intersection. 100 MODESTO NON-MOTORIZED TRANSPORTATION PLAN RECOMMENDATIONS #13..
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Wayfinding
NAVIGATIONAL ELEMENTS
The fundamental family of signs that provide
bicyclists and pedestrians with navigational
information consists of decision, confirmation,
and turn signs, described in Table 8. Figure 18
provides typical locations of signs. Decision
signs (D) are located before an intersection
of two routes. Turn signs (T) are found before
turns. Confirmation signs (C) are located after
the turning movement and periodically along
routes for reassurance.
SIGNAGE TECHNICAL GUIDANCE
A variety of standards and guidelines
influence both the designs and placement of
wayfinding elements in Modesto. The Manual
of Traffic Control Devices (MUTCD) provides
standards and guidelines for the design, size,
and content of wayfinding signs. However,
many jurisdictions have implemented unique
signs to enhance visibility while reinforcing
local identity.
BICYCLE GUIDE SIGNS
Both on-street and off-street bicycle facilities
are required to follow the standards within
the MUTCD. The State of California has
adopted specific state standards for all traffic
control devices called the CA MUTCD, which
supersedes the MUTCD:
▶ D11-1: Bicycle Route Guide Sign
▶ D1-1b: Destination Supplemental Sign
▶ M7-1 through M7-7 Directional Arrow
Supplemental Sign
The combination of standard signs with
modifications allows for consistent signage
throughout Modesto while branding the
network.
COMMUNITY WAYFINDING
Community wayfinding signs allow for an
expression of community identity, reflect
local values and character, and provide more
information. California has not yet adopted
MUTCD community wayfinding standards,
but many communities use these.
OTHER WAYFINDING ELEMENTS
In addition to the core elements, several other
wayfinding elements should be considered:
Distance and time
Adding distance in familiar units can be a
helpful encouragement tool for bicycling and
walking. Some cities include travel time.
Street name sign blades and sign toppers
Some cities have enhanced street name
sign blades to recognize bikeways and major
pedestrian routes.
Pavement markings
Directional pavement markings indicate
confirmation of bicycle or pedestrian
presence on a designated route and indicate
turn locations. Pavement markings can often
be more visible and can help supplement or
reinforce signage.
SUPPORT INFRASTRUCTURE
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Table 8: Wayfinding Sign Types
Decision Sign (D) Confirmation Sign (C) Turn Sign (T)
▶ Clarify route options when
more than one is available
▶ Typically include a system
brand
▶ Up to 3 destinations
▶ Distance in time or miles
(based on 10 mph or 6
minutes per mile)
▶ FHWA standard size for 3
destinations is 18” H x 30” W
▶ Municipalities can modify,
often 24” W x 30” or 36” H,
and place a bicycle symbol
at the top
▶ Generally, 6” of vertical
space per destination
▶ Sign width not
standardized by the CA
MUTCD
▶ Placed after turn
movement or intersection
to reassure that they are on
the correct route
▶ Standard D11-1 series signs,
system brand mark, and
route or pathway name
may be included
▶ The minimum size of 24” W
x 18” H should be used for
bike route signs, both on
and off-street
▶ Clarify a specific route at
changes in direction
▶ Used when only one route
option is available
▶ Standard D1-1 series sign:
system brand mark, route
or pathway name, and/or
a directional arrow may be
included
▶ A minimum of 6” should
be used for arrow plaque,
the width may vary with
destination length
▶ Standard turn arrows (M5
and M6 series) may be used
to clarify movements
Figure 17: Typical Locations for Wayfinding Signs
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Bicycle Parking
Bicycle parking is typically divided into shortterm and long-term parking. Short-term parking is meant to accommodate bicyclists
who park for up to two hours, e.g., shoppers,
post office customers, and library patrons.
Long-term parking, such as bike lockers,
is for riders who park over two hours, e.g.,
employees, students, and residents. The city
should coordinate with local businesses,
property owners, and open space agencies
to install secure bicycle parking near major
destinations across the city. The installation
of bike racks is subject to environmental,
security, right-of-way, maintenance, and
property owner factors.
BICYCLE RACKS
Bike racks provide short-term parking and
should accommodate visitors, customers, and
others expected to depart within two hours.
Racks should follow an approved standard,
with appropriate placement and weather
protections. Racks should also accommodate
a variety of bicycle types.
BICYCLE CORRALS
On-street bike corrals (also known as on-street
bicycle parking) consist of bicycle racks
grouped in a common area on the street,
typically in a former car parking stall. Bicycle
corrals are reserved exclusively for bicycle
parking and provide a relatively inexpensive
solution to providing high-capacity bicycle
parking. Bicycle corrals can be implemented
by converting one or two on-street motor
vehicle parking spaces into on-street bicycle
parking. Each motor vehicle parking space
can be replaced with approximately 6-10
bicycle parking spaces.
BICYCLE LOCKERS
Bike lockers offer a secure, dedicated longterm parking area for bicycles. They typically provide a semi-enclosed space that provides
a higher level of security than standard bike
racks. They are usually accessible via key-card,
combination lock, or key. Increased security
protections enable biking to be a practical
transportation option for those whose most
significant concern is theft and vulnerability.
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End-of-Trip Facilities
Besides providing secure bicycle parking
for people biking, jurisdictions, businesses,
and employers also need to provide
end-of-trip facilities. End-of-trip facilities
include changing rooms, clothes lockers,
restrooms, and showers. These promote and
facilitate active trips (especially commute
trips) by making bicycling (and walking)
commutes more practical. Multiple studies
and references have indicated that robust
end-of-trip facilities can encourage additional
walking and biking commuting trips by
removing obstacles for active transportation
users.1 In addition to making walking and
biking more attractive, these studies also
touted many workplace performance
benefits from employees who used active
transportation to get to work.
Green Infrastructure
There are opportunities to allow streets to
function as more than just public space
and mobility corridors; roads can become a
vital, functional component of the natural
ecosystem. Green infrastructure is a catchall
term that describes sustainable stormwater
management practices and infrastructure. As
urban landscapes have paved and built over
green space, they have disrupted hydrological
cycles and have required stormwater
infrastructure to manage stormwater runoff
and protect water quality. Green stormwater
infrastructure can reintroduce ecological
functions back into the environment.
Through strategies including biofiltration
planters, bioretention swales, trees, and
permeable pavement surfaces, more water
can return to the ground and natural systems
while reducing strain on existing water
systems. These stormwater strategies can
be implemented in various transportation
facilities, including sidewalks and trails,
planted buffers, curb extensions, medians,
and landscaping projects.
School Zone Speed Limits
On January 1, 2008, AB 321 took effect allowing
local governments to extend school zones
up to 1,000 feet and reduce speed limits
within 500 feet of a school site to 15 mph in
residential neighborhoods or on highways
with speed limits of 30 mph or less.
At 15 mph, more than 90% of pedestrians
are likely to survive a crash with only minor
injuries. As speeds increase, however, crash
severity increases dramatically. At 30 mph,
most collisions result in severe injuries to
pedestrians, and nearly half may be fatal. At
40 mph, 90% of pedestrians will be killed in a
crash. Reducing speeds even slightly can have
a profound effect on safety for people walking
and bicycling to school.
This Plan recommends the City consider
this change around eligible schools. AB 321
requires engineering and traffic surveys to
indicate that the existing speed limit is not
appropriate.
2 “End-of-trip facilities for bicycle riders.” Queensland Transport. Queensland Government. (2006). https://
bikeleague.org/sites/default/files/BFB_Queensland_End_
of_trip_facilities_for_bicycle_riders.pdf
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PROGRAMS
This section describes recommended bicycle
and pedestrian-related programs. The
recommendations are organized in four E’s:
Education programs are designed to improve
safety and awareness. They can include
programs that teach how to safely cross the
street or teach drivers where to anticipate
bicyclists and safely share the road.
Encouragement programs provide incentives
and support to help people leave their car at
home and try walking and biking instead.
Engagement with residents and other
essential stakeholders is vital to developing
community-serving programs. Continued
engagement with the public is also key to
the successful promotion and distribution of
programming efforts.
Evaluation programs are an important
component of any investment. They help
measure success at meeting the goals of this
Plan and identifying adjustments that may be
necessary.
The fifth “E” commonly associated with
active transportation is Engineering, which
is reflected by the bicycle and pedestrian
project recommendations listed earlier in this
chapter.
Programs recommended on the following
pages should include outreach and
engagement in all languages necessary to
serve all Modesto residents. Given limited
staff time and available resources, programs
should be implemented or continued as
funding and resources allow. Partnering with
local organizations and other agencies is an
essential strategy to creating a sustainable
program.
Education, encouragement, and evaluation
programs are described below.
Education
“STREETSMARTS” CAMPAIGN
Modesto can join other California cities
in implementing “StreetSmarts” media
campaigns. StreetSmarts uses print
media, radio, and television to educate the
community about safe driving, bicycling,
skateboarding, and walking behavior.
Modesto can develop messages to address
current priorities that they have heard from
the community, including not texting while
driving or walking, how to securely lock your
bicycle, the importance of being seen at night
as a pedestrian or bicyclist, helping drivers
understand where to anticipate bicyclists and
increasing awareness of California’s Three Foot
Passing law.
Local students could create artwork for the
updated campaign as part of a Traffic Safety
Poster Contest. The posters can highlight and
share information about newly completed
projects, such as green transition areas and
new separated bikeways. Funding could
be provided by a grant from the California
Office of Traffic Safety. The city can develop
messaging and choose graphics with
involvement from the BPAC or Citizens
Advisory Group (if created), law enforcement,
schools, business owners, civic leaders,
and community advocates to maximize
engagement and effectiveness.
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BICYCLE SAFETY EDUCATION FOR ADULTS
Courses for bicycle safety are based on a
curriculum from the League of American
Bicyclists that focuses on how bicyclists
should behave to be safer, more predictable,
and more confident riding on streets both
with and without dedicated bicycle facilities.
The classes can also incorporate photos and
video clips of local roads to help students
understand how various scenarios apply
to Modesto locations. The city can support
by advertising the courses and providing
meeting space.
Encouragement
HIRE A BICYCLE AND PEDESTRIAN
COORDINATOR
This Plan recommends hiring a staff person
who can work on bicycle and pedestrian
projects and program coordination full time
(understanding sufficient funding must be
identified to create and sustain the position).
This person ensures that all planning, public
works, and transportation projects account
for bicyclists and pedestrians. They can also
write grant applications to fund projects and
programs and be tasked to support all bicycle
and pedestrian coordination with the public
and neighboring jurisdictions.
Some organizations and foundations will
fund staff member salaries, fellowships, or
contractor salaries for a set period. The city
may consider applying for grants from one or
more of these foundations.
SOCIAL WALKS/RIDES
Supporting social walks and bicycle rides in
Modesto can provide many benefits to the
community. People who are uncomfortable
bicycling or walking alone or unfamiliar with
the best routes to use will benefit from having
a group show them the way. Rides can also be
used as informal education opportunities to
remind participants about safe walking and
bicycling behavior and sharing the road. They
can also be combined with other efforts like
tours of historic neighborhoods.
This Plan recommends the city partner with
or support local organizations that wish to
host rides or walks.
ADOPT-A-TRAIL PROGRAM
The City of Modesto may consider a
voluntary Adopt-a-Trail Program to assist
with the maintenance and cleanup of trails
in the community. Participants commit to
maintaining their adopted section of the
pathway for one year, including maintaining
it at least once per month. Maintenance
activities performed as part of the program
include litter removal and vegetation
trimming, and participants are encouraged to
discuss additional ideas with the Public Works
Director. Path adopters are recognized on a
sign on their section of trail.
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BIKE RACK PROGRAM
Bike rack programs coordinate and streamline
bike rack installations. Staff would work with
business owners to install bike racks and
corrals citywide. Where appropriate, this
program could also coordinate with local
businesses to provide bicycle lockers or other
secure parking for employees and longterm visitors. Secure long-term parking is a crucial component of the bicycle network
to encourage employees to bicycle instead
of driving and helps reduce bicycle theft.
Bicycle lockers should also be considered in
downtown Modesto and commercial hubs to
serve people shopping or running multiple
errands who need a secure place to store their
bicycle and deposit purchases or other items
during their trip.
BICYCLE FRIENDLY BUSINESS PROGRAM
Bicycle Friendly Business programs recognize
businesses that make it easy and convenient
for both employees and customers to arrive
by bicycle. Bicycle Friendly Businesses use
different strategies to accommodate the
diverse needs of customers and employees.
Providing bicycle parking and supporting
bicycling projects can make it more
comfortable and accessible for customers
and employees to travel by bicycle. Some
businesses also choose to offer discounts or
incentives to people who arrive by bike.
For employees, offering secure long-term
parking for bicycles is key. Long-term parking
could include a secure gated bicycle parking
area or access to bicycle lockers. If space is
not available for dedicated secure bicycle
parking, business owners and landlords can
consider allowing employees and tenants to
bring bicycles inside and store them in their
workspace or another designated location.
Providing changing areas, showers, or lockers
to keep belongings can also make it easier for
employees to bicycle to work.
By recognizing businesses that support
bicycling, Modesto can support their local
economy while fostering partnerships with
the Chamber of Commerce and business
owners to build community support for
bicycling projects and programs. The League
of American Bicyclists has a Bicycle Friendly
Business program, and some communities
have chosen to develop their own programs.
Evaluation
ANNUAL REPORT CARD
An annual report card assesses the City’s
progress toward goals and objectives outlined
in this Plan, its projects and programs, and
shifting mode share for active transportation.
Annual report cards can also incorporate a
review of effectiveness to evaluate the costs
and benefits of various efforts and adjust
investments to maximize results.
This Plan recommends the City work with
the BPAC and Citizens Advisory Group to
develop an annual report card that tracks
progress toward implementing this Plan.
The report card should incorporate annual
collision data, safe routes to school program
and participation data, walking and bicycling
counts, and other relevant information
to highlight successes and challenges of
improving walking and bicycling each year.
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CHAPTER 6
Implementation
#13..
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The following prioritization strategy reflects
a systematic approach to determining each
project’s community benefit in a feasible,
fundable, equitable, and sustainable
manner. Projects will be sorted into four
implementation categories based on the
combined results of two evaluation processes:
1. Community Priority
2. Project Feasibility
Each evaluation process will score individual
projects on specific criteria described on the
following pages.
PRIORITIZATION
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METHODOLOGY
Community Priority
The Community Priority evaluation will place
projects into one of two categories, “low”
or “high,” based on the following metrics.
Community Priority is ranked based on four
criteria: enhanced safety, equity, improved
connectivity, and increased accessibility.
Each criterion has its own scoring metrics,
worth a maximum of ten (10) points. Projects
that score six (6) or more points will be rated
“high,” and projects that score five-and-a-half
(5.5) or fewer points will be rated as “low.” The
criterion and scoring metrics are described
below:
ENHANCED SAFETY
Ranks projects based on their likelihood of
helping reduce the number/rate of future
collisions at various locations. Public feedback
on their perception of safety was also
considered.
▶ Projects will score one point if located near
a bicycle-involved or pedestrian-involved
collision (2013-2017).
▶ Projects will score one point if located on a
street classified as LTS 3 or 4.
▶ Bikeway projects will score an additional
point if the project is a Class I, Class IIIB, or
Class IV recommendation.
▶ Pedestrian projects will score an
additional point if the project includes
enhancements other than signage and
striping (beacons, curb extensions, etc.).
EQUITY
Ranks projects based on their location
within disadvantaged communities. This
prioritization will use the CalEnviroScreen 3.0
and Free and Reduced-Price Meal analyses.
The thresholds for scoring prioritization points
are in line with Active Transportation Program
grant metrics.
▶ Projects will receive one point if they are
located in a census tract that ranks in the
top 25 disadvantaged percentiles in the
CalEnviroScreen 3.0 analysis.
▶ Projects will receive one half point if they
are located within a quarter-mile of a school
with more than 75% of students eligible for
free or reduced-priced meals.
IMPROVED CONNECTIVITY
Ranks projects based on their overall effect
on helping close gaps in the pedestrian and
bicycle networks, strengthening network
connectivity. Projects will also be rated based
on enhanced connectivity over barriers,
including highways and railroad tracks.
▶ Projects will score one (1) point if they
improve connectivity across highways or
railroad tracks.
▶ Projects will score one (1) point if they close a
bicycle or pedestrian network gap.
▶ Projects will score one (1) point if they
address connectivity to major transit
stations.
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INCREASED ACCESSIBILITY
Ranks proposed facilities based on their
overall effect on accessibility to community
destinations or enhanced accessibility at
major crossings/barriers.
▶ Projects will score one (1) point if they
improve access to essential community
destinations (i.e., parks, schools, and trails).
▶ Pedestrian projects that include crossing
enhancements near important community
destinations will score one (1) additional
point.
▶ Bikeway projects that provide new access
to destinations (not upgraded facilities) will
receive one additional point.
Project Feasibility
The project feasibility evaluation will
categorize projects based on their complexity
and costs. Generally speaking, projects that
only require signage and striping changes
will be considered highly feasible. Projects
that require interagency coordination, require
hardscape changes, or potential road diets
(including parking removal) will be considered
low-feasibility projects. A maximum of two
points are available for project feasibility. A
scoring breakdown is below:
COST
Projects that only require signage and striping
(Class II, Class IIB, Class III, Class IIIB, and some
pedestrian crossing improvements) will score
one point.
COMPLEXITY
Projects that will not require interagency
coordination (ex. Caltrans rights-of-way) will
score one point.
PHASED IMPLEMENTATION
Projects with a short-term implementation
alternative (paint-and-post curb extension
instead of concrete) will receive one half point.
Only projects that score 0 points in the cost
criteria are eligible for this point.
Projects that receive 1.5 or two (2) points will
be considered highly feasible. Projects with
one (1) or fewer points will be considered
low-feasibility projects.
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Projects are arranged based on their
combined point total within each category.
The graphic below provides further details:
▶ Short-term projects are rated high-priority
and high-feasibility and represent projects
that could be pursued for implementation
within the first three to five years.
▶ Medium-term projects are rated high
priority and low feasibility. They may require
more study or analysis than short-term
projects, more significant interagency
coordination, or additional funding for
construction.
▶ Opportunity improvements are projects
rated low priority and high feasibility.
They may be pursued when nearby
developments or an overlapping project
creates an opportunity to include these easy
to implement projects.
▶ Long-term projects are rated low
priority and low feasibility. They represent
challenging projects or projects that may
not add significant value to the walking or
bicycling network on their own. Still, they
are part of a long-term vision for active
transportation in Modesto.
IMPLEMENTATION CATEGORIES
Based on the results from the two evaluations, projects are sorted into four: PRIORITY Medium-Term
Project
Projects for further study
and evaluation. Seek grant
funding to advance these
projects.
Opportunity
Project
Lower-priority projects
that may become an
opportunity if funding
or partnership occurs.
Long-Term
Project
Low-priority, challenging
projects that may be
pursued long term, but are
not a priority at this time.
Short-Term
Project
High-priority
and easy-to-implement
projects for short-term
development.
LOW HIGH
LOW HIGH
FEASIBILITY
Priority points: 6+ points
Feasibility points: ≤1 point
Priority points: ≤5 points
Feasibility points: ≤1 point
Priority points: ≤5 points
Feasibility points: 1.5+ points
Priority points: 6+ points
Feasibility points: 1.5+ points
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PRIORITIZATION
RESULTS
Bicycle Projects
Out of a maximum of 12 possible priority
points (detailed in the previous sections), the
average project scored 6.2 points. No project
received more than 10.5 points and the
lowest score achieved was 1 point.
IMPLEMENTATION CATEGORIES
▶ Short Term: 30 Projects
▶ Medium Term: 18 Projects
▶ Opportunity: 49 Projects
▶ Long Term: 14 Projects
Table 9 shows recommended bicycle projects
with their priority points and implementation
category.
TOP PRIORITY BICYCLE PROJECTS
Forty-six projects scored 7 or more overall
prioritization points. These 46 projects are
a mix of short-term, medium-term, and
opportunity projects. The prioritization
process also identified 15 First Phase projects.
These First Phase projects are the highestscoring short-term projects. These First Phase projects represent the improvements
that can bring the greatest community and
safety benefits. First Phase projects should
be among the next group of projects that
Modesto implements. These 15 projects are
listed below and can be seen in Figure 19:
▶ 1 H St (1st St - Downey Ave) - Separated
Bikeway
▶ 2 Crows Landing Rd (City limit - E Hatch
Rd) - Separated Bikeway
▶ 3 El Vista Ave (Yosemite Blvd - Oakdale Rd)
- Separated Bikeway
▶ 4 Parker Rd (Claus Rd/E Briggsmore Ave -
East city limit) - Separated Bikeway
▶ 5 W Orangeburg Ave (Carver Rd - Evergreen
Ave) - Bicycle Lane
▶ 6 La Loma/Encina/Miller Bike Boulevard
Group
▶ 7 Sutter/Emerald Bike Boulevard Group
▶ 8 Claus Rd (Yosemite Blvd - Creekwood Dr)
▶ 9 Paradise Ave (Beverly Dr/Harris Ave/Wade
Ave - South city limit) - Separated Bikeway
▶ 10 I St (Washington St - 17th St) - Separated
Bikeway
▶ 11 Carver Bike Boulevard Group
▶ 12 Floyd/Sunrise Bike Boulevard Group
▶ 13 Scenic Dr (McGuire Dr - Lakewood Ave) -
Separated Bikeway or Shared-use Path
▶ 14 Lakewood Ave (Briggsmore Ave - Scenic
Dr) - Separated Bikeway or Shared-use Path
▶ 15 Lakewood-Lincoln Ave Trail Bridge (Scenic
Dr - Dry Creek Trail Connector/Bridge) -
Shared-use Path
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
H St 1st St Downey Ave Class IV 1.34 10.5 Short-Term Yes Crows Landing Rd City Limit E Hatch Rd Class IV 0.85 9.5 Short-Term Yes El Vista Ave Yosemite Blvd Oakdale Rd Class IV 0.98 9.5 Short-Term Yes Parker Rd Claus Rd, E
Briggsmore
Ave
East city limit Class IV 0.98 9.5 Short-Term Yes
La Loma/ Encina/
Miller Bike
Boulevard Group
La Loma Ave Encina Ave,
N Santa Rosa
Ave
Class IIIB 8.50 9.0 Short-Term Yes
Sutter/ Emerald
Bike Boulevard
Group
Kirschen Dr Yellow Pine
Dr
Class IIIB 5.09 9.0 Short-Term Yes
W Orangeburg
Ave
Carver Rd Evergreen
Ave
Class II 0.59 9.0 Short-Term Yes
Claus Rd Yosemite Blvd Creekwood
Dr
Class IV 0.84 8.5 Short-Term Yes
Paradise Ave Beverly Dr,
Harris Ave,
Wade Ave
South city
limit
Class IV 0.45 8.5 Short-Term Yes
Floyd/ Sunrise Bike
Boulevard Group
W Orangeburg
Ave
W Granger
Ave
Class IIIB 11.02 8.0 Short-Term Yes
McClure Bike
Boulevard Group
Poppypatch Dr Penny Ln Class IIIB 3.27 8.0 Short-Term
Monterey/ Empire
Bike Boulevard
Group
Oregon Dr Hillside Dr Class IIIB 1.90 8.0 Short-Term
Neece Bike
Boulevard Group
Sierra Dr 3rd St Class IIIB 3.30 8.0 Short-Term
Orangeburg/ Rose
Bike Boulevard
Group
Locke Rd Coffee Rd Class IIIB 12.34 8.0 Short-Term
Snyder Bike
Boulevard Group
Class IIIB 6.72 8.0 Short-Term
West Rumble Bike
Boulevard Group
Park Pl Conant Ave Class IIIB 5.04 8.0 Short-Term
Carver Bike
Boulevard Group
McHenry Ave Tully Rd Class IIIB 8.68 8.0 Short-Term Yes I St Washington St 17th St Class I 1.13 8.0 MediumTermYes Morton Blvd Rue De Yoe Yosemite
Blvd
Class I 0.54 8.0 MediumTerm
Sutter Ave Rouse Ave Robertson Rd Class II 0.50 8.0 Short-Term 12th St Needham St D St Class IV 0.93 7.5 MediumTerm
Table 9: Bike Priority Table
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
9th St S 9th St, Trail
Connector, S
Morton Blvd
Tully Rd Class IV 1.66 7.5 MediumTerm
Carpenter Rd Maze Blvd Chicago Ave Class IV 0.99 7.5 Short-Term Claus Rd E Briggsmore
Ave
Northern city
limit
Class IV 1.77 7.5 Short-Term
Coffee Rd Briggsmore
Ave
Scenic Dr Class IV 1.25 7.5 Short-Term
G St 2nd St La Loma Ave Class IV 1.25 7.5 MediumTerm
K St 4th St Needham St Class IV 0.86 7.5 MediumTerm
Standiford Ave McHenry Ave Dale Rd Class IV 3.14 7.5 Short-Term Sylvan Ave McHenry Ave Jeffrey Dr Class IV 2.34 7.5 Short-Term W Briggsmore Ave McHenry Ave N Carpenter
Rd
Class IV 2.28 7.5 Short-Term
W Briggsmore Ave McHenry Ave N Carpenter
Rd
Class IV 2.29 7.5 Short-Term
Ironside/ Santa Fe
Bike Boulevard
Group
W Hatch Rd Ustick Rd Class IIIB 3.03 7.0 Opportunity
Project
Union/ E Rumble
Bike Boulevard
Group
Lancashire Ln Dragoo Park
Dr
Class IIIB 10.52 7.0 Opportunity
Project
West Modesto
Bike Boulevard
Group
G St Blue Gum
Ave
Class IIIB 5.53 7.0 Opportunity
Project
14th St D St Needham St Class II 0.41 7.0 Opportunity
Project
8th St B St Kansas Ave Class I 1.35 7.0 MediumTerm
Creekwood Dr Norseman Dr Yosemite
Blvd
Class IIB 1.25 7.0 Opportunity
Project
E Briggsmore Ave McHenry Ave Claus Rd Class I 4.03 7.0 MediumTerm Encina Ave Trail Phoenix Ave Lincoln Ave Class I 1.31 7.0 Short-Term Lateral Number 5 Lateral
Number 4
S Carpenter
Rd
Class I 1.48 7.0 MediumTerm
N Emerald Ave Maze Blvd Kanas Ave Class II 0.51 7.0 Opportunity Project
N McClure Rd Dry Creek Dr N McClure Rd
Connector
Trail
Class II 0.11 7.0 Opportunity
Project
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
Needham St McHenry Ave Park Ave Class II 0.28 7.0 MediumTerm Paradise Ave S Washington
St, H St
Sheridan St Class IIB 0.66 7.0 Opportunity
Project
S Morton Blvd N 7th St 11th St Class I 0.40 7.0 MediumTerm Tully Rd Briggsmore
Ave
Standiford
Ave
Class IIB 1.30 7.0 Opportunity
Project
B St 9th St 7th St Class IV 0.19 6.5 Opportunity
Project
Coffee Rd North city limit Briggsmore
Ave
Class IV 2.37 6.5 Opportunity
Project
Kansas Ave 8th St Morse Rd Class II 2.15 6.5 Opportunity Project
Oakdale Rd E Orangeburg
Ave
Sylvan Ave Class IV 2.51 6.5 Opportunity
Project
Oakdale Rd El Vista Ave E
Orangeburg
Ave
Class IV 0.77 6.5 Opportunity
Project
Pelandale Ave Modesto
Virginia
Corridor
Salida Blvd Class IV 3.85 6.5 Opportunity
Project
Prescott Rd Bangs Ave W
Briggsmore
Ave
Class IV 2.39 6.5 Opportunity
Project
Scenic Dr (WB) McGuire Dr Lakewood
Ave
Class I 0.89 6.5 Short-Term Yes
Scenic Dr (WB) McGuire Dr Lakewood
Ave
Class IV 0.77 6.5 Short-Term Yes
Sierra Dr 7th St, S
Morton Blvd
Sunset Blvd,
3rd St
Class IV 0.43 6.5 Opportunity
Project
Tully Rd Standiford Ave Pelandale
Ave
Class IV 0.77 6.5 Opportunity
Project
Tully Rd Stoddard Ave W
Briggsmore
Ave
Class IV 1.44 6.5 Opportunity
Project
Yosemite Blvd D St City Limit Class IV 3.80 6.5 MediumTerm Merle Bike
Boulevard Group
Merle Ave Belharbour
Dr, Millbrook
Ave
Class IIIB 3.52 6.0 Opportunity
Project
Roseburg/
Princeton Bike
Boulevard Group
N 9th St Stoddard Ave Class IIIB 5.95 6.0 Opportunity
Project
17th St F St Downey Ave,
J St
Class II 0.36 6.0 Opportunity
Project
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
Coldwell Ave Sycamore Ave College Ave Class II 0.58 6.0 Opportunity Project
College Ave W Briggsmore
Ave
Bowen Ave Class III 0.26 6.0 Opportunity
Project
Downey Ave McHenry Ave N Morton
Blvd
Class II 0.50 6.0 Opportunity
Project
F St 9th St 12th St Class II 0.36 6.0 Opportunity
Project
N Carpenter Rd Maze Blvd Fire Science
Ln, Student
Center Dr
Class I 1.57 6.0 Long-Term
N Carpenter Rd N 9th St W
Briggsmore
Ave
Class I 0.18 6.0 MediumTerm
Norseman Dr South end of
street
Garst Rd Class II 0.53 6.0 Long-Term
Scenic Dr (EB) McGuire Dr Lakewood
Ave
Class II 0.75 6.0 Short-Term Yes
Sylvan Ave Jeffrey Dr Claus Rd Class IIB 1.65 6.0 Opportunity Project
Crows Landing Rd Amador Ave W Whitmore
Ave
Class IV 0.89 5.5 Opportunity
Project
D St 7th St Burney St Class IV 0.49 5.5 Long-Term
Dale Rd Standiford Ave Pelandale
Ave
Class IV 1.04 5.5 Opportunity
Project
Mable Ave Coffee Rd Oakdale Rd Class IV 0.99 5.5 Opportunity Project
Maze Blvd Washington St Helen White
Memorial
Trail
Class IV 0.42 5.5 MediumTerm
Millbrook Ave Sylvan Ave Belharbour
Dr, Dermond
Rd
Class IV 0.60 5.5 Opportunity
Project
Roselle Ave E Briggsmore
Ave
North city
limit
Class IV 2.09 5.5 Opportunity
Project
S Morton Blvd Grand St,
Toulume River
Trail Extension
Yosemite
Blvd
Class IV 0.02 5.5 Opportunity
Project
S Washington St Maze Blvd Paradise Ave Class IV 0.50 5.5 Opportunity Project
Tioga Dr Monterey Ave Hillside Dr Class IV 0.19 5.5 Opportunity Project
Hillglen/ Kodiak
Bike Boulevard
Group
La Force Dr,
Kodiak Dr
Roselle Ave Class IIIB 2.34 5.0 Opportunity
Project
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
19th St Burney St, La
Loma Ave
Downey Ave Class II 0.09 5.0 Opportunity
Project
Blue Gum Ave N Carpenter Rd Morse Rd Class IIB 1.00 5.0 Opportunity Project
D St 7th St Burney St Class I 0.42 5.0 MediumTerm
Dale Rd Pelandale Ave Kiernan Ave Class I 0.79 5.0 Long-Term Fine Ave Merle Ave Hillglen Ave Class II 0.96 5.0 Opportunity Project
Modesto Virginia
Corridor
Woodrow Ave Pelandale
Ave
Class I 1.03 5.0 Opportunity
Project
Morse Rd Kansas Ave Blue Gum
Ave
Class II 1.00 5.0 Opportunity
Project
Root Lateral E Briggsmore
Ave, Coffee Rd
Virginia Ave,
W Morris Ave
Class I 1.99 5.0 Long-Term
Tioga Dr S Conejo Ave Monterey Ave Class I 0.16 5.0 Long-Term College Ave 10th St,
Needham St
Stoddard Ave Class IV 0.25 4.5 Opportunity
Project
Lakewood Ave Briggsmore
Ave
Scenic Dr Class IV 0.81 4.5 MediumTermYes
W Hatch Rd East City limit Monticello Ln Class IV 1.39 4.5 Opportunity Project
Belharbour Dr Dermond Rd Temescal Dr Class IIB 0.50 4.0 Opportunity Project
Brink Ave Student Center
Dr
North city
limit
Class I 0.36 4.0 Long-Term
Hashem Dr Carson Oak Dr,
Sylvan Ave
Oakdale Rd Class II 0.90 4.0 Opportunity
Project
Lakewood Ave Briggsmore
Ave
Scenic Dr Class I 0.81 4.0 MediumTermYes
Lakewood-Lincoln
Ave Trail Bridge
Scenic Dr Dry Creek
Trail
Connector/
Bridge
Class I 0.19 4.0 MediumTermYes
Lateral Number 4 9th St N Carpenter
Rd
Class I 1.42 4.0 Long-Term
Lateral Number 4 Modesto
Virginia
Corridor,
College Ave
9th St Class I 0.19 4.0 Long-Term
Litt Rd Sylvan Ave Kodiak Dr Class II 0.39 4.0 Opportunity Project
N Martin Luther
King Dr
Ash St Sutter Ave,
Tuolumne
Blvd, Paradise
Ave
Class II 0.11 4.0 Opportunity
Project
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Street To Street From Street Bikeway Class Miles Total Priority Category
First
Phase
S Morton Blvd 11th St Grand St Class I 0.52 4.0 Long-Term S Conejo Ave Tioga Dr Tioga Dr Class IV 0.16 3.5 Opportunity Project
Lateral Number 6 Sisk Rd Prescott Rd,
Snyder Ave
Class I 2.58 3.0 Long-Term
Legion Park Dr S Santa Cruz
Ave
Tioga Dr Class I 0.51 3.0 Long-Term
Lincoln Ave Trail Scenic Trail
Connector
Yosemite
Blvd
Class I 0.99 3.0 Short-Term
Morse Rd Blue Gum Ave North end of
the street
Class II 0.15 3.0 Opportunity
Project
N McClure Rd
Connector
N McClure Rd Scenic Trail Class I 0.13 3.0 Long-Term
Lateral Number 1 Snyder Ave Modesto
Virginia
Corridor
Class I 1.12 1.0 Long-Term
120 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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Figure 18: Priority Bike Facilities
108
132
219
99 8th St
W Granger Ave
Pearl St
Kearney Ave
H St
Stoddard Ave
Norwegian Ave
Kansas Ave
9th St
College Ave
Tully Rd
Woodland Ave
I St
la Loma Ave S t ud e nCt
e n t eDr
r
Tully Rd
Airport Way
Lateral Number4
Coee Rd
Mable Ave
N
Carpenter Rd
N 9th St
Oakdale Rd
Bowen Ave
Prescott Rd
Needham St
Roselle Ave
Paradise Ave
Standiford Ave
Claremon t Ave
Haddon Ave
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Neece
Dr
Colfax Ave
el Vecino Ave
Laramie Dr
Crows Landing Rd
Brighton Ave
H ashemDr
6th St
Dragoo Park Dr
Hillglen Ave
Fine Ave
L ni co nl Ave
Parker Rd
11th St
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
E Morris Ave
Lucern Ave
Sutter Ave
Miller Ave
Claratina Ave
Modesto Virginia Corridor
Tuolumne Blvd
Cheyenne Way
7th St
California Ave
Millbrook Ave
Creekwood Dr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Rumble Rd
W Whitmore Ave
Kodiak Dr
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
McHenry Ave
Floyd Ave
Pelandale Ave
Scenic Dr
E Orangeburg Ave
S Morton
Blvd
Great Valley
Academy
Stanislaus County West
Campus
Petersen Alternative
Center for Education
Stanislaus County
Special Education
M. Robert Adkison
Elementary
Aspire
Summit
Charter Academy
Virginia
Parks
Elementary
Norman
N. Glick
Middle
Capistrano
Elementary
Christine
Sipherd Elementary
Bernard
L. Hughes Elementary
Alice N.
Stroud
Elementary
Hart-Ransom Academic
Charter
Hart-Ransom
Elementary
Elihu
Beard Elementary
Bret Harte Elementary
Burbank Elementary
El Vista
Elementary
Enslen
Elementary
Catherine
Everett
Elementary
Fairview
Elementary
Franklin Elementary
John Fremont
Elementary
William Garrison
Elementary
John
Muir Elementary
La Loma
Junior
High
Mark Twain
Junior High
James Marshall
Elementary
Orville Wright
Elementary
Robertson
Road
Elementary
Roosevelt
Junior
High
Rose Avenue
Elementary
Shackelford Elementary
Tuolumne Elementary
Wilson
Elementary
Sonoma Elementary
Lakewood
Elementary
Harriette Kirschen
Elementary
Alberta Martone
Elementary
Evelyn
Hanshaw
Middle
James C.
Enochs
High
Fred
C. Beyer
High
Peter
Johansen
High
Grace
M. Davis
High
Thomas
Downey
High
Elliott
Adult Education
Center
Modesto
High
Robert
Elliott Alternative
Education Center
Paradise
Charter
Paradise
Elementary
Independence
Charter Mildred Perkins
Elementary
Mary
Lou Dieterich
Elementary
Josephine
Chrysler
Elementary
Stanislaus
Elementary
Prescott
Junior
High
George
Eisenhut
Elementary
Agnes
M. Baptist Elementary
Daniel J. Savage Middle
Mary
Ann Sanders Elementary
Aspire University
Charter
Sherwood
Elementary
Somerset Middle
Standiford Elementary
Sylvan
Elementary
Coleman F.
Brown Elementary
Stockard
Coee Elementary
Orchard
Elementary
Elizabeth Ustach Middle
Freedom Elementary
Yosemite ROP
Caswell
Elementary
Carroll Fowler
Elementary
Mae Hensley Junior High
Ceres
High
School
Walter
White Elementary
Amtrak
Station
0 0.5 1
MILE
FIRST PHASE
BICYCLE
PROJECTS
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
K St
H St
7th St
I St
12th St
B St
11th St
10th St
Beard St
I St
Downtown
First Phase Projects
Bicycle Projects
121 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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Pedestrian Projects
Out of a maximum of 12 possible priority
points (detailed in the previous sections), the
average project scored 5.8 points. No project
received more than 9 points, and the lowest
score achieved was 2 points.
IMPLEMENTATION CATEGORIES
▶ Short Term: 12 Projects
▶ Medium Term: 66 Projects
▶ Opportunity: 14 Projects
▶ Long Term: 17 Projects
Table 10 shows recommended pedestrian
projects with their priority points and
implementation category.
ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 13 Santa
Barbara Ave
La Loma Ave Install high-visibility
crosswalks with advanced
stop bars across both
crossing at Santa Barbara
Avenue and restripe the
high-visibility crosswalk
across La Loma Ave with
advanced yield markings.
Install an RRFB for the La
Loma crossing.
9 Short Term Yes
Table 10: Pedestrian Priority Table
TOP PRIORITY PEDESTRIAN PROJECTS
Twenty-two projects scored 7 or more overall
prioritization points. The prioritization process
also identified 12 First Phase projects. These
First Phase projects are the highest-scoring
short-term projects. These First Phase projects
represent the improvements that can bring
the greatest community and safety benefits.
First Phase projects should be among
the next group of projects that Modesto
implements. These 12 projects are listed below
and can be seen in Figure 20.
▶ 1 Santa Barbara Ave/La Loma Ave
▶ 2 Crows Landing Rd/School Ave
▶ 3 Crows Landing Rd/ E Hatch Rd
▶ 4 Paradise Rd/ Pine Tree Ln
▶ 5 Lucern Ave/Coffee Rd
▶ 6 W Rumble Rd/Tully Rd
▶ 7 Carver Rd/Orangeburg Ave
▶ 8 E Briggsmore Ave/Coffee Rd
▶ 9 Scenic Dr/Coffee Rd
▶ 10 W Granger Ave/Tully Rd
▶ 11 H St/7th St
▶ 12 10th St/Morton Blvd
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 18 Crows
Landing Rd
School Ave Refresh all four highvisibility crosswalks and install advance stop
markings. Provide a leading
pedestrian interval for all
crossing phases. Construct
curb extensions at all four
corners.
8.5 Short Term Yes
19 Crows
Landing Rd
E Hatch Rd Refresh all four highvisibility crosswalks and install advance stop
markings. Provide a leading
pedestrian interval for all
crossing phases. Construct
curb extensions at all four
corners.
8.5 Short Term Yes
24 Paradise Rd Pine Tree Ln Refresh the high-visibility crosswalk across Paradise
Road with advance
yield markings. Install a
pedestrian hybrid beacon
for this crossing.
8.5 Short Term Yes
44 Lucern Ave Coffee Rd Upgrade all crosswalks to
high-visibility crosswalks
and install advanced stop
marking, and leading
pedestrian intervals for all
crossing phases. Study freeright turn lane removal on
the southeast corner.
8.5 Short Term Yes
64 W Rumble
Rd
Tully Rd Upgrade the existing
eastern and western
crosswalks to high-visibility
and provide a leading
pedestrian interval for all
crossing phases. Construct
curb extensions at all four
corners.
8.5 Short Term Yes
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 74 Carver Rd Orangeburg
Ave
Upgrade all crosswalks to
high-visibility crosswalks
and install advance stop
markings. Provide a leading
pedestrian interval for all
crossing phases.
8 Short Term Yes
30 Maze Blvd N Emerald
Ave
Coordinate with Caltrans to
upgrade all crosswalks to
high-visibility crosswalks,
install advance stop
markings, and provide a
leading pedestrian interval
for all crossing phases.
Consider constructing curb
extensions at all corners.
7.5 Opportunity
Project
39 E Briggsmore
Ave
Coffee Rd Short term: Upgrade all
crosswalks to high-visibility.
Long Term: Conduct traffic
study to consider removing
both free-right turn lanes
and other intersection
design/geometry
improvements.
7.5 Short Term Yes
45 Scenic Dr Coffee Rd Upgrade all existing
crosswalks to highvisibility and install leading
pedestrian intervals for all
crossing phases. Study freeright turn lane removal.
7.5 Short Term Yes
54 McHenry Ave Tokay Ave Coordinate with Caltrans to
construct a curb extension
at the northwest corner.
Upgrade existing crosswalks
to high-visibility and install
a high-visibility crosswalk
across the southern
approach with advanced
stop bars at all approaches.
Provide leading pedestrian
intervals for all crossing
phases
7.5 Opportunity
Project
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 67 W Granger
Ave
Tully Rd Construct curb extensions
at the two eastern corners
and provide a leading
pedestrian interval for all
crossing phases.
7.5 Short Term Yes
97 H St 7th St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
7.5 Short Term Yes
108 10th St Morton Blvd In coordination with other
pedestrian improvements
between B Street and
Morton Boulevard, install
a high-visibility crosswalk
with RRFB for a crossing of
Morton Boulevard.
7.5 Short Term Yes
46 McHenry Ave Coralwood
Rd
Coordinate with Caltrans
to install high-visibility a
crosswalk across Coralwood
Rd with advanced stop
markings
7 Opportunity
Project
49 McHenry Ave
mid-block
south of
Sylvan Ave
Sylvan Ave/
Standiford
Ave
Coordinate with Caltrans
to upgrade all existing
crosswalks to highvisibility with advance stop
markings. Provide leading
pedestrian intervals for all
crossing phases.
7 Opportunity
Project
50 McHenry Ave Woodrow
Ave/Robin
Hood Dr
Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars and
provide leading pedestrian
intervals for all crossing
phases.
7 Opportunity
Project
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 51 McHenry Ave E Rumble Rd Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop markings
and provide leading
pedestrian intervals for all
crossing phases.
7 Opportunity
Project
56 McHenry Ave Orangeburg
Ave
Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars and
install leading pedestrian
intervals for all crossing
phases.
7 Opportunity
Project
69 W
Orangeburg
Ave
Tully Rd Provide a leading
pedestrian interval for all
crossing phases.
7 Medium
Term
73 Coldwell Ave Tully Rd Provide a leading
pedestrian interval for all
crossing phases.
7 Medium
Term
90 J Street Railroad
Tracks
between 7th
and 9th St
From Downtown Master
Plan: Study the construction
of an underpass under the
railroad tracks to connect
the two transit corridors.
7 Opportunity
Project
14 Miller Ave/La
Loma Ave
N Santa Cruz
Ave
Short term: Upgrade and
refresh all crosswalks to
high-visibility with advance
stop markings. Long term:
study intersection redesign
options to improve visibility/
sight lines, shorten crossing
distances, and to square up
intersection approaches.
6.5 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 15 Haddon Ave/
La Loma Ave
N Santa Ana
Ave
Upgrade all crosswalks
to high-visibility and
install leading pedestrian
interval for all crossing
phases. Consider installing
a curb extension from
the triangular island into
Haddon Ave and through
the crosswalk across La
Loma Ave.
6.5 Medium
Term
16 Monterey Ave Thrasher Ave Refresh all three highvisibility crosswalks and install advance stop
markings. Install curb
extensions at all four
corners.
6.5 Medium
Term
25 Sutter Ave South Ave Refresh the high-visibility
crosswalks across the
northern and southern
approaches with advance
stop marking. Upgrade
the eastern crosswalk to
high-visibility with advance
stop markings. Install
curb extensions at all four
corners.
6.5 Medium
Term
31 Sandburg
Ave
S Emerald
Ave
Install high-visibility
crosswalks with advance
yield markings across the
northern and southern
approaches. Refresh the
transverse crosswalk across
Sandburg and add advance
stop markings. Consider
RRFB for the Emerald
Avenue crossings. Install
curb ramps at all corners.
6.5 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 37 Celeste Dr Coffee Rd Install a high-visibility
crosswalk with a pedestrian
hybrid beacon across the
southern approach of Coffee
Road. Install a curb ramp at
the western landing of this
crosswalk. Install advance
stop markings.
6.5 Medium
Term
43 Gloria Way/
Brighton Ave
Coffee Rd Install a high-visibility
crosswalk across the
southern approach of
Coffee Road. Install advance
stop markings. Install a
pedestrian hybrid beacon
across Coffee Rd.
6.5 Medium
Term
53 McHenry Ave W
Briggsmore
Ave
Coordinate with Caltrans
to study the removal of the
free-right turn lane at the
southeast corner. Consider
installing a bulb-out to
square up the intersection
if the lane is removed.
Upgrade all crosswalks
to high-visibility with
advanced stop bars and
provide leading pedestrian
intervals for all
6.5 Opportunity
Project
57 McHenry Ave Fairmont Ave Coordinate with Caltrans to install a pedestrian hybrid
beacon across McHenry
Ave and high-visibility
crosswalks across both
approaches to McHenry Ave
on Fairmont Ave.
6.5 Opportunity
Project
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 58 McHenry Ave Hintze Ave/
Griswold Ave
Coordinate with Caltrans to
upgrade existing crosswalks
to high-visibility and
install a pedestrian hybrid
beacon with advanced yield
markings across McHenry
Ave. Consider realigning or
relocating the crosswalk
across McHenry Ave as a
perpendicular crossing.
6.5 Opportunity
Project
60 McHenry Ave Almond Ave Coordinate with Caltrans
to upgrade the crosswalk
across McHenry Ave
to high-visibility with
advanced yield markings.
Install a pedestrian hybrid
beacon across McHenry Ave.
6.5 Opportunity
Project
80 N Rosemore
Ave
Blue Gum
Ave
Refresh the high-visibility
crosswalk across the
western approach. Install
advance stop markings.
Build out the northwest
corner to fill the current
crosshatched area.
6.5 Medium
Term
89 J St 9th St - 11th St From Downtown Master
Plan: Create a shared or
flush street from the Transit
Center entrance on 9th
Street till 11th Street.
6.5 Medium
Term
96 H St 4th St Consistent with the
Downtown Master Plan,
install curb extensions and
upgrade all crosswalks to
high-visibility crosswalks.
6.5 Medium
Term
98 H St 10th St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
6.5 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 99 I St 7th St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
6.5 Medium
Term
102 J St 10th St Consistent with the
Downtown Master Plan,
consider installing curb
extensions at the two
western corners for the
crossing of J Street. Provide
a leading pedestrian interval
for all crossing phases.
6.5 Medium
Term
107 10th St B St In coordination with other
pedestrian improvements
between D Street and B
Street, install high-visibility
crosswalks with advance
yield markings at all four
approaches. Consider
installing pedestrian
railroad crossing safety
equipment.
6.5 Medium
Term
109 Scenic Dr Lakewood
Ave
Construct a protected
intersection.
6.5 Medium
Term
11 Encina Ave N Riverside
Dr
Install high-visibility
crosswalks with advanced
stop bars at the southern
and western approaches.
6 Medium
Term
12 Encina Ave Covena Ave Install high-visibility
crosswalks at all four
approaches. Install advance
yield markings for the
Encina Avenue approaches
and advance stop markings
for the Covena Avenue
approaches.
6 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 23 Pine Tree Ln Robertson Rd Refresh the high-visibility crosswalk at the eastern
approach with advance
yield markings. Install a
high-visibility crosswalk at
the northern approach with
advance stop markings.
6 Medium
Term
26 Rouse Ave Sunset Ave Refresh the high-visibility
crosswalk at the eastern
approach. Install highvisibility crosswalks at the
northern and southern
approaches. Install advance
stop markings for all
approaches.
6 Medium
Term
35 Floyd Ave Coffee Rd Install leading pedestrian
intervals for all crossing
phases
6 Medium
Term
42 E
Orangeburg
Ave
Coffee Rd Upgrade all crosswalks to
high-visibility crosswalks
and install advanced stop
bars
6 Medium
Term
47 McHenry Ave Meily Way Coordinate with Caltrans
to install high-visibility a
crosswalk across Meily
Way with advanced stop
markings
6 Long Term
48 McHenry Ave W Union Ave Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars. Install
leading pedestrian intervals
for all crossing phases.
6 Long Term
52 McHenry Ave Floyd Ave Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars and
install leading pedestrian
intervals for all crossing
phases.
6 Long Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 55 McHenry Ave Granger Ave Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars and
install leading pedestrian
intervals for all crossing
phases.
6 Long Term
59 McHenry Ave "Morris Ave ” Coordinate with Caltrans
to upgrade all crosswalks
to high-visibility with
advanced stop bars and
install leading pedestrian
intervals for all crossing
phases.
6 Long Term
63 Woodrow Ave Tully Rd Refresh the existing
crosswalks to high-visibility.
Install advance stop
markings and provide a
leading pedestrian interval
for all crossing phases.
6 Medium
Term
65 Mount
Vernon Dr
Tully Rd Refresh all crosswalks to
high-visibility crosswalks
with advance stop
markings. Provide a leading
pedestrian interval for all
crossing phases.
6 Medium
Term
66 Bowen Ave Tully Rd Refresh all crosswalks to
high-visibility crosswalks
with advance stop
markings. Provide a leading
pedestrian interval for all
crossing phases.
6 Medium
Term
70 W Roseburg
Ave
Tully Rd Provide a leading
pedestrian interval for all
crossing phases.
6 Medium
Term
77 Needham St Park Ave/14th
St/L St
Coordinate with Caltrans
to study intersection
redesign options to simplify
intersection and improve
pedestrian crossings.
6 Opportunity
Project
132 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 78 Needham St Sycamore
Ave/15th St
Coordinate with Caltrans
to study intersection
redesign options to simplify
intersection and improve
pedestrian crossings.
6 Opportunity
Project
79 H St/Burney
St
19th St/La
Loma Ave
Study intersection redesign
options to simplify the
intersection, reduce
approaches, and improve
pedestrian crossings.
6 Long Term
4 E Briggsmore
Ave
Oakdale Rd "Refresh the north highvisibility crosswalk and upgrade the other three
crosswalks to highvisibility. Provide a leading
pedestrian interval for all
crossing phases. Refresh
bicycle conflict markings.
Study slip lane removal at
the southwest corner.“
5.5 Medium
Term
7 Scenic Dr Oakdale Rd Upgrade all crosswalks to
high-visibility and provide a
leading pedestrian interval
for all crossing phases.
Study removal of all three
slip lanes. Install bicycle
conflict markings.
5.5 Medium
Term
20 Glenn Ave Las Vegas St Upgrade the northern and
eastern crosswalks to highvisibility and install advance stop markings. Install curb
extensions at all three
corners with crosswalk
landings.
5.5 Medium
Term
133 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 21 Las Vegas St Butte Ave Upgrade all three
crosswalks to high-visibility
crosswalks. Install advance
yield markings for the Las
Vegas Street crossings and
stop markings for the Butte
Avenue crossing. Construct
curb extensions at both
western corners.
5.5 Medium
Term
22 Red Pine Dr Crippen Ave Install high-visibility
crosswalks across the
northern and eastern
approaches with advance
yield markings. Construct a
curb ramp at the northwest
corner.
5.5 Medium
Term
28 Sierra Dr Sunset
Blvd/3rd St
Study intersection redesign
options to square up/
consolidate intersection
approaches (especially
the northern approaches)
and to determine the best
location for a crossing
of Sierra Drive near the
community center. Upgrade
the northern crosswalk to
high-visibility and install
advance stop markings.
5.5 Medium
Term
38 Spanos Ct/
David Ct
Coffee Rd Consider removing freeright turn lane at southeast corner. Build out corner to
replace removed turn lane.
Upgrade all three existing
crosswalks to high-visibility.
Consider installing a highvisibility crosswalk at the
northern approach. Install
leading pedestrian intervals
for all crossing phases.
5.5 Medium
Term
134 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 61 McHenry Ave Grant St Coordinate with Caltrans
to upgrade the crosswalk
across McHenry Ave
to high-visibility with
advanced yield markings.
Install a pedestrian hybrid
beacon across McHenry Ave.
5.5 Long Term
68 Pearl St Tully Rd Install high-visibility
crosswalks at the eastern
and western approaches.
Install a pedestrian hybrid
beacon for the crossing
of Tully Road. Construct
curb extensions at the two
eastern corners.
5.5 Medium
Term
71 Fordham Ave Tully Rd Install a high-visibility
crosswalk across Tully
Road connecting the
southwest and northeast
corners with advance yield
markings. Install an RRFB
for the Tully crossing. Install
transverse crosswalks across
the eastern and western
approaches.
5.5 Medium
Term
88 Tuolumne
Blvd
Neece Dr/
Merced Ave
Upgrade the crossing
of Neece Dr to highvisibility. Construct a highvisibility crosswalk across the western approach
of Tuolumne. Install a
pedestrian hybrid beacon.
Convert existing median
islands to pedestrian refuge
islands where appropriate.
5.5 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 92 I St 6th St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
5.5 Long Term
93 5th St I St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
5.5 Long Term
94 5th St H St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
5.5 Long Term
95 H St 3rd St Consistent with the
Downtown Master Plan,
install curb extensions and
upgrade all crosswalks to
high-visibility crosswalks.
5.5 Medium
Term
100 J St 7th St Consistent with the
Downtown Master Plan,
install curb extensions and
upgrade all crosswalks to
high-visibility crosswalks.
5.5 Medium
Term
136 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 101 K St 10th Consistent with the
Downtown Master Plan,
coordinate with Caltrans
to install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
5.5 Long Term
103 I St 10th St Consistent with the
Downtown Master Plan,
consider installing curb
extensions at the two
eastern corners for the
crossing of I Street. Refresh
the existing decorative
crosswalks. Provide a
leading pedestrian interval
for all crossing phases.
5.5 Medium
Term
104 F St 10th St Consistent with the
Downtown Master Plan,
install high-visibility
crosswalks across all
approaches and curb
extensions at all four
corners.
5.5 Medium
Term
5 E
Orangeburg
Ave
Oakdale Rd Upgrade all crosswalks to
high-visibility and provide a
leading pedestrian interval
for all crossing phases.
5 Medium
Term
8 Ardia Ave N McClure Rd Install a RRFB and
advanced yield markings to
support the high-visibility
crosswalk across N McClure
Road. Install a high-visibility
crosswalk across Ardia
Avenue with an advanced
stop bar.
5 Medium
Term
32 Coffee Rd Sylvan Ave Install leading pedestrian
intervals for all crossing
phases
5 Medium
Term
137 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 33 E Rumble Rd Coffee Rd Install leading pedestrian
intervals for all crossing
phases
5 Medium
Term
36 Floyd Ave Vera Cruz Dr Install high-visibility
crosswalks across the
western and southern
approaches. Install advance
yield markings and a RRFB
for the western crossing.
Install advance stop
markings for the southern
crossing.
5 Medium
Term
62 Trail crossing
between
Clevenger Dr
and Union
Ave
Tully Rd At the trail crossing
between Clevenger Drive
and Union Avenue, refresh
the high-visibility crosswalk
and install advance yield
markings. Install an RRFB
with an additional actuation
push button in the existing
median.
5 Medium
Term
75 Evergreen
Ave
Carver Rd Refresh the high-visibility
crosswalk at the western
approach. Install a highvisibility crosswalk across
the southern approach.
Install a curb ramp at the
southeast corner.
5 Medium
Term
81 Poust Rd Mack Ct Extend the red curb south
of the school driveway
on the west side of Poust
Road. Install a high-visibility
crosswalk across the
southern approach and
curb ramp at the southwest
corner. Install advance yield
and "Keep Clear" pavement
markings. Install a
transverse crosswalk across
Mack Court.
5 Medium
Term
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 82 Brenner Way Conant Ave Relocate the existing highvisibility crosswalk from the southern approach to
the northern approach.
and install advance yield
markings. Upgrade the
transverse crosswalk at the
western approach to highvisibility and install advance stop markings.
5 Medium
Term
87 Woodrow Ave John Lee Ln Install a high-visibility
crosswalk across the
northern approach with
advance stop markings.
5 Medium
Term
106 10th St D St In coordination with other
pedestrian improvements
between D Street and
B Street, upgrade all
crosswalks to high-visibility
and provide a leading
pedestrian interval for all
crossing phases.
5 Long Term
17 Herndon Rd Aurora St Install a high-visibility
crosswalk across the
southern approach and a
transverse crosswalk across
the eastern approach. Install
curb extensions at both
eastern corners to square
up the intersection; install
curb ramps.
4.5 Medium
Term
139 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 29 Locust St Sherman Ave Refresh the existing highvisibility crosswalk at the western approach. Install
advance yield markings
and consider installing
an RRFB. Upgrade the
crosswalk across the
southern approach to highvisibility and install advance yield markings. Install curb
ramps at all three corners
with landings.
4.5 Medium
Term
72 Princeton Ave Tully Rd Construct curb extensions
at all corners to square up
intersection approaches.
Install an RRFB for Tully
Road crossing. Install
transverse crosswalks for
the eastern and western
approaches.
4.5 Medium
Term
83 Janet Cir Sheldon Dr Refresh the high-visibility
crosswalk across Sheldon
Drive (west approach).
Install advance yield
markings and construct
curb extensions at both
corners. Refresh the
transverse crosswalk across
Janet Circle and install
advance stop markings.
Refresh the high-visibility
crosswalk across Janet
Drive.
4.5 Medium
Term
91 6th St H St Consistent with the
Downtown Master Plan,
install curb extensions,
upgrade all crosswalks to
high-visibility crosswalks,
and provide leading
pedestrian intervals for all
crossing phases.
4.5 Long Term
140 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 105 10th St E St Install high-visibility
crosswalks at all four
approaches. Install advance
yield markings for the 10th
Street crosswalks. Consider
installing RRFBs for 10th
Street crossings.
4.5 Medium
Term
10 Hilliard Way E
Orangeburg
Ave
Install a high-visibility
crosswalk with advanced
yield markings and an
RRFB across E Orangeburg
Avenue at the eastern
approach. Install a
transverse crosswalk across
Hiliard Way
4 Medium
Term
27 South Ave Roselawn Ave Install high-visibility
crosswalks at all four
approaches.
4 Medium
Term
40 Palmwood Dr Mable Ave Install a high-visibility
crosswalk across Palmwood
Dr.
4 Medium
Term
76 Martin Ave Orangeburg
Ave
Refresh the high-visibility
crosswalk across the
eastern approach and
install advance yield
markings. Install highvisibility crosswalks across
the northern and southern
approaches with advance
stop markings. Consider
upgrading the existing
RRFB to a PHB.
4 Long Term
86 Blue Bird Dr Snyder Ave Upgrade both crosswalks
to high-visibility and install
advance stop markings.
Install a curb ramp at the
southwest corner.
4 Medium
Term
141 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 6 Sonoma Ave Zuccaro Way Relocate the high-visibility
crosswalk across the
southern approach to the
northern approach for
greater separation from the
school driveway. If relocated,
install curb extensions at
both northern corners.
Add additional red curb
where necessary. Consider
installing an RRFB for the
Sonoma crossing.
3.5 Medium
Term
85 Cheyenne
Way
Shawnee Dr Refresh all high-visibility
crosswalks and install
advance stop markings.
Construct curb extensions
at all four corners.
3.5 Medium
Term
9 Lillian Dr Laramie Dr Install high-visibility
crosswalks across Laranie
Drive and on the northern
crossing across Lilian Drive.
Install a curb ramp at the
northeast corner.
3 Medium
Term
34 Niabell Pl Falmouth
Way
Install a high-visibility
crosswalk at the northern
approach (avoid driveways
on the west side if
possible) with advance
yield markings. Install a
transverse crosswalk across
the eastern approach.
3 Medium
Term
41 Sylvan
Meadows Dr
Beyer Park Dr Install high-visibility
crosswalks across all four
crossings
3 Medium
Term
84 Mount
Vernon Dr
Earlmar Dr Install high-visibility
crosswalks across the
northern and southern legs
of the intersection.
3 Medium
Term
142 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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ID Cross Street 1 Cross Street 2 Recommendation Total Category Priority 1 Sylvan Ave Oakdale Rd Study slip lane removal
at both western corners.
Update all crosswalks to
high-visibility and provide a
leading pedestrian interval
for all crossing phases.
2 Long Term
2 Floyd Ave Oakdale Rd Upgrade all crosswalks to
high-visibility crosswalks
and provide a leading
pedestrian interval for all
crossing phases. Study
removal of the slip lane at
the northeast corner and
realign the bike lane if
removed.
2 Long Term
3 Lancey Dr Oakdale Rd Refresh high-visibility
crosswalks and provide a
leading pedestrian interval
for all crossing phases.
2 Long Term
143 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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Figure 19: Priority Pedestrian Facilities
108
132
219
99 8th St
W Granger Ave
Kearney Ave
H St
Stoddard Ave
Norwegian Ave
Kansas Ave
9th St
College Ave
Tully Rd
Woodland Ave
I St
la Loma Ave S t ud e nCt
e n t eDr
r
Tully Rd
Airport Way
Lateral Number4
Coee Rd
Mable Ave
N
Carpenter Rd
N 9th St
Oakdale Rd
Bowen Ave
Prescott Rd
Needham St
Roselle Ave
Paradise Ave
Standiford Ave
Claremon t Ave
Haddon Ave
Sylvan Ave
Lakewood Ave
Virginia Ave
Claus Rd
Sylvan Meadows Dr
Yosemite Blvd
E Briggsmore Ave
G St
Dale Rd
Neece
Dr
Colfax Ave
Laramie Dr
Crows Landing Rd
Brighton Ave
H ashemDr
6th St
Dragoo Park Dr
Hillglen Ave
Fine Ave
L ni co nl Ave
Parker Rd
11th St
Carpenter Rd
Claratina Ave
Celeste Dr
Morse Rd
E Morris Ave
Lucern Ave
Sutter Ave
Miller Ave
Claratina Ave
Modesto Virginia Corridor
Tuolumne Blvd
Cheyenne Way
7th St
California Ave
Millbrook Ave
Creekwood Dr
Enslen Ave
Sherwood Ave
W Hatch Rd
Bangs Ave
W Rumble Rd
W Whitmore Ave
Kodiak Dr
Rose Ave
Snyder Ave
Merle Ave
Root Lateral
W Briggsmore Ave
Lateral Number 6
Sisk Rd
Carver Rd
McHenry Ave
Floyd Ave
Pelandale Ave
Scenic Dr
E Orangeburg Ave
Great Valley
Academy
Stanislaus County West
Campus
Petersen Alternative
Center for Education
M. Robert
Adkison Elementary
Virginia
Parks
Elementary
Norman
N. Glick
Middle
Capistrano
Elementary
Christine
Sipherd Elementary
Bernard
L. Hughes Elementary
Alice N.
Stroud
Elementary
Elihu
Beard Elementary
Bret Harte Elementary
Burbank Elementary
El Vista
Elementary
Enslen
Elementary
Catherine
Everett
Elementary
Franklin Elementary
John Fremont
Elementary
William Garrison
Elementary
John Muir
Elementary
La Loma
Junior
High
Mark Twain
Junior High
James Marshall
Elementary
Orville Wright
Elementary
Robertson
Road
Elementary
Roosevelt
Junior
High
Rose Avenue
Elementary
Shackelford Elementary
Wilson
Elementary
Sonoma Elementary
Lakewood
Elementary
Harriette Kirschen
Elementary
Alberta Martone
Elementary
Evelyn
Hanshaw
Middle
James C.
Enochs
High
Fred
C. Beyer
High
Peter
Johansen
High
Grace
M. Davis
High
Thomas
Downey
High
Elliott
Adult Education
Center
Modesto
High
Robert
Elliott Alternative
Education Center
Independence
Charter Mildred Perkins
Elementary
Mary
Lou Dieterich
Elementary
Josephine
Chrysler
Elementary
Prescott
Junior
High
George
Eisenhut
Elementary
Agnes
M. Baptist Elementary
Daniel J. Savage Middle
Mary
Ann Sanders Elementary
Sherwood
Elementary
Somerset Middle
Standiford Elementary
Sylvan
Elementary
Woodrow
Elementary
Coleman F.
Brown Elementary
Stockard
Coee Elementary
Orchard
Elementary
Elizabeth Ustach Middle
Freedom Elementary
Yosemite ROP
Caswell
Elementary
Carroll Fowler
Elementary
Mae Hensley Junior High
Ceres
High
School
Walter
White Elementary
Amtrak
Station
13 18
19 24
30 39
44 45
54 64
67 74
97 108
0 0.5 1
MILE
FIRST PHASE
PEDESTRIAN
FACILITIES
MODESTO CA
NON-MOTORIZED
TRANSPORTATION PLAN
Map produced December 2018.
Destinations + Boundaries
Amtrak Station
College
Hospital
Library
Museum
School
Modesto City Boundary
Shopping Center
Park
K St
H St
7th St
I St
12th St
B St
11th St
10th St
Beard St
I St
97 108
Downtown
Pedestrian Recommendations
First Phase Projects
Downtown Plan Ped Corridors
144 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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FUNDING
Table 11 provides high and low planning level
per mile cost estimates for each class of
bicycle facility (includes 30% extra for "soft"
costs). These are order of magnitude planning
budgetary figures; a full detail engineering
design will be needed to determine the
most probable price of individual projects
recommended in this document. Based on
the planning level cost estimates in Table 11,
the full bicycle network build-out would cost
approximately between $41,000,000 and
$230,000,000.
Table 12 provides planning level per unit/
per mile cost estimates for some pedestrian
infrastructure treatments.
Appendix A contains detailed descriptions
of local, regional, state, and federal funding
opportunities. Table A-1 within Appendix
A breaks down funding sources by eligible
project types.
Table 11: Bicycle Project Planning Level Cost Estimates Bikeway
Class
Cost Per Mile
Low High Assumptions
Shared-Use
Path
$500,000 $1,500,000 Includes AC path and minor crossing improvements. Does not include signal
modification or right-of-way acquisition.
Bicycle
Lane
$50,000 $350,000 Low cost assumes signage, striping. High cost assumes green conflict marking, traffic signal
modification including bike signal detection.
Buffered
Bicycle
Lane
$100,000 $400,000 Low cost assumes signage, striping, and a painted buffer. High cost assumes green conflict marking,
traffic signal modification including bike signal
detection, and wayfinding signage.
Bicycle
Boulevard
$70,000 $1,000,000 Low cost assumes signage, striping, and minor traffic calming such as speed humps, and up to
3 other elements such as medians, diverters or a
raised crosswalk. High cost assumes low cost items
plus traffic circles, curb extensions, traffic signal
modification including bike signal detection, and
wayfinding signage.
Bicycle
Route
$15,000 $25,000 Includes signage and striping.
Separated
Bikeway
$300,000 $1,500,000 Low cost assumes signage, striping, and a painted buffer with flexible delineators. High cost assumes
green conflict marking, traffic signal modification
including bike signal detection, and a raised
concrete buffer.
145 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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Table 12: Pedestrian Project Planning Level Cost Estimates Facility Type Cost Unit Notes
High-visibility crosswalk $4,000 Each
Transverse crosswalk $3,000 Each
Curb extensions/Corner Radii $50,000 Each Varies by size Leading Pedestrian Interval $100,000 Each Cost varies based on the cost of existing and required equipment
Slip Lane (Free-Right Turn Lane) Removal $100,000 Each Varies by size Pedestrian-only Signal Phase $100,000 Each Cost varies based on the cost of existing and required
equipment
Median Refuge Island $50,000 Each Varies by size
Curb Ramps $5,000 Each
Signage $500 Each
RRFB $60,000 Each
Pavement Markings (stop/yield) $2,000 Each
Wayfinding Signs $30,000 Per Mile Ten signs per mile
Neighborhood Traffic Circle $150,000 Each
Median (short) $50,000 Each Varies by size
Protected Intersection $500,000 Each
Pedestrian Hybrid Beacon $400,000 Each
Red Curb Paint $26,500 Per Mile
Sidewalk $500,000 Per Mile Six-foot wide sidewalk on one side of the street
146 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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INTERAGENCY
COORDINATION
As previously mentioned, some of the
recommendations in the Plan are on the
right-of-way of agencies other than the City
of Modesto, like Caltrans or County Flood
Control. These projects will need to be
carefully coordinated with the appropriate
stakeholders for planning, design, funding,
and implementation purposes. While within
city limits, as it is their property, the other
agency has the final say over these projects.
147 MODESTO NON-MOTORIZED TRANSPORTATION PLAN IMPLEMENTATION #13..
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APPENDIX A
Funding Sources
#13..
- 493 -
Local and Regional Funding
MEASURE L
Measure L is a 25-year half-cent sales tax
in Stanislaus County. Measure L provides
funding for local transportation projects
including street maintenance, traffic safety
improvements, and safe routes to schools.
5% of program funds are allocated for bicycle
and pedestrian improvements (~$700,000
annually for Modesto).
Funds are programmed by the Stanislaus
Council of Governments (StanCOG).
SJVAPCD BIKE PATHS PROGRAM
The San Joaquin Valley Air Pollution Control
District has a Bicycle Paths program that
will assist funding some bicycle projects.
The program will currently help fund Class
I, Class II, and Class III bicycle facilities; up to
$150,000 per project (depending on bikeway
class). Award amounts are capped at $150,000
per jurisdiction per year. Projects must work
toward reducing vehicle miles traveledand air
emissions.
Funds are programmed by the San Joaquin
Valley Air Pollution Control District (SJVAPCD).
NEW DEVELOPMENT OR REDEVELOPMENT/
REHABILITATION
Future new development and redevelopment
projects including new road construction,
resurfacing, and construction projects
are one method of providing pedestrian
improvements and bike facilities. To ensure
that pedestrian and bicycle improvements
are included in these projects, it is important
that the review process includes an individual
(designated active transportation coordinator)
or group (BPAC) to monitor the review
process.
Funds are programmed by the City of
Modesto.
ASSESSMENT DISTRICTS
Different types of assessment districts
can be used to fund the construction and
maintenance of bikeway facilities. Examples
include Mello-Roos Community Facility
Districts, Infrastructure Financing Districts (SB
308), Open Space Districts, or Lighting and
Landscape Districts. These types of districts
have specific requirements relating to the
establishment and use of funds.
Funds are programmed by the City of
Modesto.
IMPACT FEES
Another potential local source of funding are
developer impact fees, typically tied to trip
generation and traffic impacts as a result
of proposed projects. A developer may be
required to help mitigate the overall impact
of vehicular trips by paying an impact fee;
the City should ensure that planning policies
consider bicycle and pedestrian planning,
design, and construction costs to be an
eligible uses of these fees.
Funds are programmed by the City of
Modesto.
149 MODESTO NON-MOTORIZED TRANSPORTATION PLAN FUNDING SOURCES #13..
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State and Federal
Grant Programs
CALIFORNIA ACTIVE TRANSPORTATION
PROGRAM
California’s Active Transportation Program
funds infrastructure and programmatic
projects that support the program goals
of shifting trips to walking and bicycling,
reducing greenhouse gas emissions, and
improving public health. Competitive
application cycles occur every one to two
years, typically in the spring or early summer.
Eligible projects include construction of
bicycling and walking facilities, new or
expanded programmatic activities, or projects
that include a combination of infrastructure
and non-infrastructure components. Typically,
no local match is required, though extra
points are awarded to applicants who do
identify matching funds.
Funds are programmed by the California
Transportation Commission (CTC).
SUSTAINABLE TRANSPORTATION
PLANNING GRANTS
Caltrans Sustainable Transportation Planning
Grants are available to communities for
planning, study, and design work to identify
and evaluate projects, including conducting
outreach or implementing pilot projects.
Communities are typically required to provide
an 11.47% local match, but staff time or in-kind
donations are eligible to be used for the
match provided the required documentation
is submitted.
Funds are programmed by Caltrans.
HIGHWAY SAFETY IMPROVEMENT
PROGRAM
Caltrans offers Highway Safety Improvement
Program (HSIP) grants every one to two
years. Projects on any publicly owned
road or active transportation facility are
eligible, including bicycle and pedestrian
improvements. HSIP focuses on projects
that explicitly address documented safety
challenges through proven countermeasures,
are implementation-ready, and demonstrate
cost-effectiveness.
Funds are programmed by Caltrans.
SOLUTIONS FOR CONGESTED CORRIDORS
PROGRAM
Funded by SB1, the Congested Corridors
Program strives to reduce congestion
in highly traveled and congested roads
through performance improvements that
balance transportation improvements,
community impacts, and environmental
benefits. This program can fund a wide array
of improvements including bicycle facilities
and pedestrian facilities. Eligible projects
must be detailed in an approved corridorfocused planning document. These projects must include aspects that benefit all modes
of transportation using an array of strategies
that can change travel behavior, dedicate
right-of-way for bikes and transit, and reduce
vehicle miles traveled.
Funds are programmed by the CTC.
150 MODESTO NON-MOTORIZED TRANSPORTATION PLAN FUNDING SOURCES #13..
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OFFICE OF TRAFFIC SAFETY
Under the Fixing America’s Surface
Transportation Act, 5% of Section 405 funds
are dedicated to addressing non-motorized
safety. These funds may be used for law
enforcement training related to pedestrian
and bicycle safety, enforcement campaigns,
and public education and awareness
campaigns.
Funds are programmed by the California
Office of Traffic Safety.
RECREATIONAL TRAILS PROGRAM
The Recreational Trails Program helps provide
recreational trials for both motorized and
non-motorized trail use. Eligible products
include trail maintenance and restoration,
trailside and trailhead facilities, equipment
for maintenance, new trail construction, and
more.
Funds are programmed by the California
Department of Parks and Recreation.
AFFORDABLE HOUSING AND SUSTAINABLE
COMMUNITIES PROGRAM
The Affordable Housing and Sustainable
Communities Program funds land-use,
housing, transportation, and land preservation
projects that support infill and compact
development that reduces greenhouse gas
(GHG) emissions. Projects must fall within one
of three project area types: transit-oriented
development, integrated connectivity
project, or rural innovation project areas.
Fundable activities include affordable housing
developments, sustainable transportation
infrastructure, transportation-related
amenities, and program costs.
Funds are programmed by the Strategic
Growth Council and implemented by the
Department of Housing and Community
Development.
URBAN GREENING GRANTS
Urban Greening Grants support the
development of green infrastructure
projects that reduce GHG emissions and
provide multiple benefits. Projects must
include one of three criteria, most relevantly:
reduce commute vehicle miles traveled by
constructing bicycle paths, bicycle lanes or
pedestrian facilities that provide safe routes
for travel between residences, workplaces,
commercial centers, and schools. Eligible
projects include green streets and alleyways
and non-motorized urban trails that provide
safe routes for travel between residences,
workplaces, commercial centers, and schools.
Funds are programmed by the California
Natural Resources Agency.
HABITAT CONSERVATION FUND
The Habitat Conservation Fund Program
supports projects that bring urban residents
into park and wildlife areas, protect plant
and animal species, and acquire and develop
wildlife corridors and trails.
Funds are programmed by the California
Department of Parks and Recreation.
STATEWIDE PARK PROGRAM (SPP)
The Statewide Park Program solicits
competitive grants to fund new parks
and recreation opportunities in critically
underserved communities across California.
Funds can be used to create and expand/
renovate existing parks. All projects must
include at least one “recreation feature” which
includes non-motorized trails. No match is
required.
Funds are programmed by the California
Department of Parks and Recreation.
151 MODESTO NON-MOTORIZED TRANSPORTATION PLAN FUNDING SOURCES #13..
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Other State Funds
SENATE BILL 1: LOCAL PARTNERSHIP
PROGRAM
This program provides local and regional
agencies that have passed sales tax measures,
developer fees, or other transportationimposed fees to fund road maintenance and rehabilitation, sound walls, and other
transportation improvement projects.
Jurisdictions with these taxes or fees are then
eligible for a formulaic annual distribution of
no less than $100,000. These jurisdictions are
also eligible for a competitive grant program.
Local Partnership Program funds can be used
for a wide variety of transportation purposes
including roadway rehabilitation and
construction, transit capital and infrastructure,
bicycle and pedestrian improvements, and
green infrastructure.
Funds are programmed by CTC.
SENATE BILL 1: ROAD MAINTENANCE AND
REHABILITATION PROGRAM
Senate Bill 1 created the Road Maintenance
and Rehabilitation Program to address
deferred maintenance on state highways
and local road systems. Program funds can
be spent on both design and construction
efforts. On-street active transportation-related
maintenance projects are eligible if program
maintenance and other thresholds are met.
Funds are allocated to eligible jurisdictions.
Funds are programmed by the State
Controller’s Office.
152 MODESTO NON-MOTORIZED TRANSPORTATION PLAN FUNDING SOURCES #13..
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Funding Source Planning / Design / Construction On-Street Bikeways Trails Safe Routes to School Safe Routes to Transit Crossings / Intersections Programs Studies Local & Regional ProgramsMeasure L (StanCOG) P D C ◆ ◆ ◆ ◆ ◆ Bike Paths Program (SJVAPCD) C ◆ ◆ ◆ ◆
New Developments/Resurfacing Projects (Modesto) D C ◆ ◆ ◆Assessment Districts (Modesto) P D C ◆ ◆ ◆ ◆ ◆ ◆ ◆Impact Fees (Modesto) P D C ◆ ◆ ◆ ◆ ◆ ◆ ◆Competitive Grant ProgramsActive Transportation Program (CTC) P D C ◆ ◆ ◆ ◆ ◆ ◆ ◆Sustainable Transportation Planning Grants (Caltrans) P ◆Highway Safety Improvement Program (Caltrans) D C ◆ ◆ ◆ ◆Solutions for Congested Corridors (CTC) C ◆ ◆ ◆ Office of Traffic Safety (CA OTS) -- ◆Recreational Trails Program (CA DPR) C ◆ Affordable Housing & Sustainable Communities (CA HCD) C ◆ ◆ ◆ Urban Greening Grants (CA NRA) C ◆ ◆ ◆ ◆
Statewide Park Program (CA DPR) C ◆
Other State FundsLocal Partnership Program (CTC) C ◆ ◆ ◆ ◆ Road Maintenance and Rehabilitation Program (Controller’s Office) D C ◆ ◆ ◆ Table A-1: Funding Sources by Eligible Project Types
153 MODESTO NON-MOTORIZED TRANSPORTATION PLAN FUNDING SOURCES #13..
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APPENDIX B
Bicycle
Recommendation
Table
#13..
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Street To From Bikeway Class Miles
12th St Needham St D St Class IV 0.93
14th St D St Needham St Class II 0.41
17th St F St Downey Ave, J St Class II 0.36
19th St Burney St, La Loma
Ave
Downey Ave Class II 0.09
8th St B St Kansas Ave Class I 1.35
9th St S 9th St, Trail
Connector, S Morton
Blvd
Tully Rd Class IV 1.66
B St 9th St 7th St Class IV 0.19
Belharbour Dr Dermond Rd Temescal Dr Class IIB 0.50
Blue Gum Ave N Carpenter Rd Morse Rd Class IIB 1.00
Brink Ave Student Center Dr North city limit Class I 0.36 Carpenter Rd Maze Blvd Chicago Ave Class IV 0.99
Claus Rd Yosemite Blvd Creekwood Dr Class IV 0.84
Claus Rd E Briggsmore Ave Northern city limit Class IV 1.77 Coffee Rd Briggsmore Ave Scenic Dr Class IV 1.25
Coffee Rd North city limit Briggsmore Ave Class IV 2.37 Coldwell Ave Sycamore Ave College Ave Class II 0.58
College Ave W Briggsmore Ave Bowen Ave Class III 0.26
College Ave 10th St, Needham St Stoddard Ave Class IV 0.25 Creekwood Dr Norseman Dr Yosemite Blvd Class IIB 1.25
Crows Landing Rd City Limit E Hatch Rd Class IV 0.85
Crows Landing Rd Amador Ave W Whitmore Ave Class IV 0.89 D St 7th St Burney St Class IV 0.49
D St 7th St Burney St Class I 0.42
Table B-1: Bicycle Recommendations
155 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Street To From Bikeway Class Miles
Dale Rd Standiford Ave Pelandale Ave Class IV 1.04
Dale Rd Pelandale Ave Kiernan Ave Class I 0.79
Downey Ave McHenry Ave N Morton Blvd Class II 0.50
E Briggsmore Ave McHenry Ave Claus Rd Class I 4.03
El Vista Ave Yosemite Blvd Oakdale Rd Class IV 0.98
Encina Ave Trail Phoenix Ave Lincoln Ave Class I 1.31
F St 9th St 12th St Class II 0.36
Fine Ave Merle Ave Hillglen Ave Class II 0.96
G St 2nd St La Loma Ave Class IV 1.25
H St 1st St Downey Ave Class IV 1.34
Hashem Dr Carson Oak Dr,
Sylvan Ave
Oakdale Rd Class II 0.90
I St Washington St 17th St Class I 1.13
K St 4th St Needham St Class IV 0.86
Kansas Ave 8th St Morse Rd Class II 2.15
Lakewood Ave Briggsmore Ave Scenic Dr Class IV 0.81
Lakewood Ave Briggsmore Ave Scenic Dr Class I 0.81
Lakewood-Lincoln
Ave Trail Bridge
Scenic Dr Dry Creek Trail
Connector/Bridge
Class I 0.19
Lateral Number 1 Snyder Ave Modesto Virginia
Corridor
Class I 1.12
Lateral Number 4 9th St N Carpenter Rd Class I 1.42
Lateral Number 4 Modesto Virginia
Corridor, College Ave
9th St Class I 0.19
Lateral Number 5 Lateral Number 4 S Carpenter Rd Class I 1.48 Lateral Number 6 Sisk Rd Prescott Rd, Snyder
Ave
Class I 2.58
Legion Park Dr S Santa Cruz Ave Tioga Dr Class I 0.51
156 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Street To From Bikeway Class Miles
Lincoln Ave Trail Scenic Trail
Connector
Yosemite Blvd Class I 0.99
Litt Rd Sylvan Ave Kodiak Dr Class II 0.39
Mable Ave Coffee Rd Oakdale Rd Class IV 0.99
Maze Blvd Washington St Helen White
Memorial Trail
Class IV 0.42
Millbrook Ave Sylvan Ave Belharbour Dr,
Dermond Rd
Class IV 0.60
Modesto Virginia
Corridor
Woodrow Ave Pelandale Ave Class I 1.03
Morse Rd Kansas Ave Blue Gum Ave Class II 1.00
Morse Rd Blue Gum Ave North end of the
street
Class II 0.15
Morton Blvd Rue De Yoe Yosemite Blvd Class I 0.54
N Carpenter Rd Maze Blvd Fire Science Ln,
Student Center Dr
Class I 1.57
N Carpenter Rd N 9th St W Briggsmore Ave Class I 0.18
N Emerald Ave Maze Blvd Kanas Ave Class II 0.51
N Martin Luther
King Dr
Ash St Sutter Ave,
Tuolumne Blvd,
Paradise Ave
Class II 0.11
N McClure Rd Dry Creek Dr N McClure Rd
Connector Trail
Class II 0.11
N McClure Rd
Connector
N McClure Rd Scenic Trail Class I 0.13
Needham St McHenry Ave Park Ave Class II 0.28
Norseman Dr South end of street Garst Rd Class II 0.53
Oakdale Rd E Orangeburg Ave Sylvan Ave Class IV 2.51
Oakdale Rd El Vista Ave E Orangeburg Ave Class IV 0.77
157 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Street To From Bikeway Class Miles
Paradise Ave Beverly Dr, Harris
Ave, Wade Ave
South city limit Class IV 0.45
Paradise Ave S Washington St,
H St
Sheridan St Class IIB 0.66
Parker Rd Claus Rd, E
Briggsmore Ave
East city limit Class IV 0.98
Pelandale Ave Modesto Virginia
Corridor
Salida Blvd Class IV 3.85
Prescott Rd Bangs Ave W Briggsmore Ave Class IV 2.39
Root Lateral E Briggsmore Ave,
Coffee Rd
Virginia Ave, W
Morris Ave
Class I 1.99
Roselle Ave E Briggsmore Ave North city limit Class IV 2.09 S Conejo Ave Tioga Dr Tioga Dr Class IV 0.16
S Morton Blvd N 7th St 11th St Class I 0.40
S Morton Blvd Grand St, Toulume
River Trail Extension
Yosemite Blvd Class IV 0.02
S Morton Blvd 11th St Grand St Class I 0.52
S Washington St Maze Blvd Paradise Ave Class IV 0.50
Scenic Dr (EB) McGuire Dr Lakewood Ave Class II 0.75
Scenic Dr (WB) McGuire Dr Lakewood Ave Class I 0.89
Scenic Dr (WB) McGuire Dr Lakewood Ave Class IV 0.77
Sierra Dr 7th St, S Morton Blvd Sunset Blvd, 3rd St Class IV 0.43 Standiford Ave McHenry Ave Dale Rd Class IV 3.14
Sutter Ave Rouse Ave Robertson Rd Class II 0.50
Sylvan Ave McHenry Ave Jeffrey Dr Class IV 2.34
Sylvan Ave Jeffrey Dr Claus Rd Class IIB 1.65
Tioga Dr Monterey Ave Hillside Dr Class IV 0.19
Tioga Dr S Conejo Ave Monterey Ave Class I 0.16
158 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Street To From Bikeway Class Miles
Tully Rd Briggsmore Ave Standiford Ave Class IIB 1.30
Tully Rd Standiford Ave Pelandale Ave Class IV 0.77
Tully Rd Stoddard Ave W Briggsmore Ave Class IV 1.44
W Briggsmore Ave McHenry Ave N Carpenter Rd Class IV 2.28 W Briggsmore Ave McHenry Ave N Carpenter Rd Class IV 2.29 W Hatch Rd East City limit Monticello Ln Class IV 1.39
W Orangeburg Ave Carver Rd Evergreen Ave Class II 0.59
Yosemite Blvd D St City Limit Class IV 3.80
159 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Snyder Bike
Boulevard
Group
Blue Bird Dr Pelandale Ave Vintage Dr Class IIIB 0.53
Eastport Dr Snyder Ave Northern end of
street
Class IIIB 0.23
Gagos Dr Pelandale Ave Vintage Dr Class IIIB 0.57
Marsala Way Veneman Ave Snyder Ave Class IIIB 0.51
Pickford Way Snyder Ave Warm Springs Dr Class IIIB 0.13 Snyder Ave Carver Rd Blue Bird Dr Class IIIB 1.98
Veneman Ave Conant Ave West of Dale Rd Class IIIB 0.61
Vintage Dr Gagos Dr Blue Bird Dr Class IIIB 0.10
Warm Springs
Dr
Eastport Dr Pickford Way Class IIIB 0.23
West Rumble
Bike Boulevard
Group
Budd St Park Pl Conant Ave Class IIIB 0.10
Chrysler Dr Prescott Rd Park Pl Class IIIB 0.34
Conant Ave Sisk Rd Veneman Ave Class IIIB 1.17
Park Pl Budd St W Rumble Rd Class IIIB 0.36
W Rumble Rd McHenry Ave Sisk Rd Class IIIB 3.07
Carver Bike
Boulevard
Group
Bowen Ave McHenry Ave Tully Rd Class IIIB 1.00
Carver Rd N 9th St Bangs Ave Class IIIB 3.28
Cheyenne Way Carver Rd Prescott Rd Class IIIB 0.52
College Ave Bowen Ave W Rumble Rd Class IIIB 0.62
Higbee Dr Tully Rd Otis Ave Class IIIB 0.40
Leveland Ln McKenry Ave College Ave Class IIIB 0.62
Mount Vernon
Dr
College Ave Prescott Rd Class IIIB 1.37
Otis Ave Higbee Dr Sheldon Dr Class IIIB 0.05
Sheldon Dr Royalton Ave Prescott Rd Class IIIB 0.84
Table 13: Bicycle Recommendations - Bicycle Boulevards
160 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Roseburg/
Princeton Bike
Boulevard
Group
Campus Way N 9th St Stoddard Ave Class IIIB 0.21
Coldwell Ave College Ave N 9th St Class IIIB 0.53
Evergreen Ave Carver Rd Sisk Rd, W
Briggsmore Ave
Class IIIB 0.52
Griswold Ave McHenry Ave Virginia Corridor Class IIIB 0.51 Kearney Avey Princeton Ave Princeton Ave Class IIIB 0.02 Poplar Ave Needham St Stoddard Ave Class IIIB 0.24
Princeton Ave Griswold Ave,
Modesto Virginia
Corridor
Kearney Ave Class IIIB 0.78
Princeton Ave Kearney Ave Carver Rd Class IIIB 0.29
Stoddard Ave Sycamore Ave College Ave Class IIIB 0.54
Sycamore Ave Stoddard Ave Griswold Ave Class IIIB 0.44
Virginia Ave Stoddard Ave W Morris Ave,
Root Lateral
Class IIIB 0.13
W Morris Ave McHenry Ave Sycamore Ave Class IIIB 0.21
W Roseburg
Ave
McHenry Ave Carver Rd Class IIIB 1.54
West Modesto
Bike Boulevard
Group
2nd St G St Blue Gum Ave Class IIIB 0.35
5th St Blue Gum Ave F St, Student
Center Dr
Class IIIB 0.31
Chapparal Pl Morse Rd N Rosemore Ave Class IIIB 0.50
G St Student Center
Dr
2nd St Class IIIB 0.28
Mercy Ave Woodland Ave Kansas Ave Class IIIB 0.50
N Rosemore
Ave
Kansas Ave Finley Ct Class IIIB 0.19
N Rosemore
Ave
Woodland Ave Blue Gum Ave Class IIIB 0.51
Poust Rd Woodland Ave Blue Gum Ave Class IIIB 0.51
161 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
West Modesto
Bike Boulevard
Group
Shaddox Ave Seneca Pl,
Seneca Ct
N Rosemore Ave Class IIIB 0.25
Shasta Ave Kansas Ave Alum Rock Ct Class IIIB 0.19
Student Center
Dr
5th St N Carpenter Rd Class IIIB 0.53
Torrid Ave N Carpenter Rd Western city limit Class IIIB 0.42 Woodland Ave N Carpenter Rd Morse Rd Class IIIB 1.00
Union/ E
Rumble Bike
Boulevard
Group
Barringham Ln Lancashire Ln Dragoo Park Dr Class IIIB 0.07 Beyer Park Dr Forest Glenn Dr Claratina Ave Class IIIB 0.70 Claremont Ave E Rumble Rd Dragoo Park Dr Class IIIB 0.28 Dragoo Park Dr Claremont Ave Grecian Ave Class IIIB 0.92 Drakeshire Dr Montana Dr Grecian Ave Class IIIB 0.03
E Rumble Rd McHenry Ave Hashem Dr Class IIIB 1.73
E Union Ave McHenry Ave Dragoo Park Dr Class IIIB 0.53
Forest Glenn Dr Sylvan Ave Beyer Park Dr Class IIIB 0.08 Grecian Ave Drakeshire Dr McHenry Ave,
State Hwy 108
Class IIIB 0.73
Greenwich Ln Robin Hood Dr Lancashire Ln Class IIIB 0.43 Keller St Floyd Ave Coffee Villa Dr Class IIIB 0.41
Keller St Clovewood Ave Sylvan Ave Class IIIB 0.19
Kentwood Ave Beyer Park Dr Northview Dr Class IIIB 0.17 Lancashire Ln Greenwich Ln Barringham Ln Class IIIB 0.05 Montana Dr Coffee Rd Drakeshire Dr Class IIIB 0.27
Northview Dr Sylvan Meadows
Dr
Mable Ave Class IIIB 0.20
Palmwood Dr Sylvan Ave Mable Ave Class IIIB 0.50
162 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Union/ E
Rumble Bike
Boulevard
Group
Robin Hood Dr McHenry Ave Greenwich Ln Class IIIB 0.07
Sylvan
Meadows Dr
Dragoo Park Dr Palmwood Dr Class IIIB 1.15
W Union Ave McHenry Ave Tully Rd Class IIIB 1.01
Woodrow Ave McHenry Ave Tully Rd Class IIIB 1.00
Floyd/ Sunrise
Bike Boulevard
Group
Bodem St Morris Ave Lucern Ave Class IIIB 0.12
Bronson Ave W Orangeburg
Ave
W Granger Ave Class IIIB 0.25
E Fairmont Ave Sunrise Ave Coffee Rd Class IIIB 0.50
E Granger Ave McHenry Ave Sunrise Ave Class IIIB 0.50
E Morris Ave McHenry Ave Coffee Rd Class IIIB 1.00
E Roseburg Ave McHenry Ave Root Lateral Class IIIB 0.56 El Vecino Ave E Morris Ave E Orangeburg
Ave
Class IIIB 0.87
Floyd Ave McHenry Ave Fine Ave Class IIIB 1.99
Johnson St Downey Ave Lucern Ave, Ila
Way, Root Lateral
Class IIIB 0.50
Lucern Ave Johnson St, Ila
Way, Root Lateral
Sunnyside Ave Class IIIB 1.00
Sheffield Ln Sunrise Ave E Rumble Rd Class IIIB 0.13
Sherwood Ave W Granger Ave W Briggsmore
Ave
Class IIIB 0.19
Sunnyside Ave Lucern Ave Locke Rd Class IIIB 0.09
Sunrise Ave Bodem St Sheffield Ln Class IIIB 2.04
Tokay Ave McHenry Ave Sunrise Ave Class IIIB 0.50
W Granger Ave McHenry Ave College Ave Class IIIB 0.75
163 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
- 508 -
Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Orangeburg/
Rose Bike
Boulevard
Group
Brighton Ave Locke Rd Coffee Rd Class IIIB 0.65
Celeste Dr Coffee Rd Oakdale Rd Class IIIB 1.00
E Orangeburg
Ave
McHenry Ave Held Dr Class IIIB 3.44
Eastridge Dr Surrey Ave E Orangeburg
Ave
Class IIIB 0.45
Glenbrook Way Springcreek Dr E Orangeburg
Ave
Class IIIB 0.18
Held Dr Orangeburg Ave North end of
street
Class IIIB 0.44
Lillian Dr Springcreek Dr E Orangeburg
Ave
Class IIIB 0.28
Locke Rd Coffee Rd Rose Ave Class IIIB 0.50
Middleboro Pl Eastridge Dr Lakewood Ave Class IIIB 0.27 Muirswood Way Wylie Dr E Orangeburg
Ave
Class IIIB 0.38
Rose Ave Locke Rd Floyd Ave Class IIIB 1.66
Sonoma Ave Surrey Ave E Orangeburg
Ave
Class IIIB 0.50
Springcreek Dr Scenic Dr Glenbrook Way Class IIIB 0.39
Surrey Ave Oakdale Rd Eastridge Dr Class IIIB 0.74
Vera Cruz Dr Celeste Dr Floyd Ave Class IIIB 0.42
Woodbine Dr Lillian Dr Springcreek Dr Class IIIB 0.27
Wylie Dr Brighton Ave Oakdale Rd Class IIIB 0.76
Wylie Dr Brighton Ave Oakdale Rd Class IIIB
Bicycle
Boulevard
0.76 164 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
- 509 -
Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Merle Bike
Boulevard
Group
Dermond Rd Merle Ave Belharbour Dr,
Millbrook Ave
Class IIIB 0.25
Lincoln Oak Dr Merle Ave Kodiak Dr Class IIIB 0.50
Maid Mariane
Ln
Merle Ave Allan Adale Ct Class IIIB 0.21
Merle Ave Oakdale Rd Claus Rd Class IIIB 1.99
Oaklawn Dr Lincoln Oak Dr Temescal Dr Class IIIB 0.23
Sharon Ave Snowy Egret St Fine Ave Class IIIB 0.20
Temescal Dr Oaklawn Dr Bellharbour Dr Class IIIB 0.02
Wisdom Way Merle Ave Southern end of
street
Class IIIB 0.12
Hillglen/ Kodiak
Bike Boulevard
Group
Hillglen Ave La Force Dr,
Kodiak Dr
Roselle Ave Class IIIB 0.94
Hillglen Ave Esta Ave Fine Ave Class IIIB 0.38
Kodiak Dr Hillglen Ave Bear Cub Ln Class IIIB 0.61
La Force Dr Oakdale Rd Kodiak Dr Class IIIB 0.16
Wood Sorrel Dr Sylvan Ave Hillglen Ave Class IIIB 0.25
McClure Bike
Boulevard
Group
Capistrano Dr Poppypatch Dr Penny Ln Class IIIB 0.19
Dry Creek Dr Lincoln Ave Creekwood Dr Class IIIB 0.73
Jarena Dr N McClure Rd Creekwood Dr Class IIIB 0.22
Mechalys Way N McClure Rd Creekwood Dr Class IIIB 0.22
N McClure Rd Yosemite Blvd Dry Creek Dr Class IIIB 0.75 Penny Ln Lincoln Ave N McClure Rd Class IIIB 0.48
Poppypatch Dr Capistrano Dr N McClure Rd Class IIIB 0.69 165 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
La Loma/
Encina/ Miller
Bike Boulevard
Group
Buena Vis La Loma Ave Encina Ave, N
Santa Rosa Ave
Class IIIB 0.17
Covena Ave Yosemite Blvd Northern end of
street
Class IIIB 0.64
Edgebrook Dr El Vista Ave N Riverside Dr Class IIIB 0.56 El Rio Ave El Rio Ave Trail La Loma Ave Class IIIB 0.19 Encina Ave N Santa Rosa Ave,
Buena Vis
Phoenix Ave Class IIIB 1.00
Kerr Ave Yosemite Blvd Mono Dr Class IIIB 0.19
La Loma Ave 19th St, Burney St Yosemite Blvd Class IIIB 1.06 La Sombra Ave El Rio Ave Las Palmas Ave Class IIIB 0.28 Lane St Burney St N Morton Blvd Class IIIB 0.16
Las Palmas Ave Pequino Ave La Sombra Ave Class IIIB 0.05 Miller Ave La Loma Ave, N
Santa Cruz Ave
N Riverside Dr Class IIIB 1.44
N Conejo Ave Yosemite Blvd Encina Ave Class IIIB 0.48
N Morton Blvd Rue De Yoe Downey Ave Class IIIB 0.08
N Riverside Dr Yosemite Blvd Edgebrook Dr Class IIIB 0.63 Pequeno Ave Las Palmas Ave N Santa Ana Ave Class IIIB 0.12 Phoenix Ave Scenic Trail Yosemite Blvd Class IIIB 0.94
Santa Barbara
Ave
Yosemite Blvd La Loma Ave Class IIIB 0.18
Seagull Way Encina Ave Encina Ave Trail Class IIIB 0.01 Wilson Ave Pequino Ave Edgebrook Dr Class IIIB 0.31
Monterey/
Empire Bike
Boulevard
Group
Empire Ave Oregon Dr Hillside Dr Class IIIB 0.43
Hillside Dr S Santa Cruz Ave Tioga Dr Class IIIB 0.49
Monterey Ave S Santa Cruz Ave Tioga Dr Class IIIB 0.47
Oregon Dr S Santa Cruz Ave S Conejo Ave Class IIIB 0.38 Tioga Dr Hillside Dr Legion Park Dr Class IIIB 0.13
166 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Neece Bike
Boulevard
Group
2nd St Sierra Dr H st Class IIIB 0.08
F St Sierra Dr 3rd St Class IIIB 0.05
Merced Ave 5th St, Sierra Dr Tuolumne Blvd Class IIIB 0.23 Neece Dr Tuolumne Blvd Sunset Ave Class IIIB 0.81
Pelton Ave Roselawn Ave Colorado Ave Class IIIB 0.13
Roselawn Ave Roselawn Ct Colorado Ave Class IIIB 0.64
Roselawn Ave Sierra Dr South Ave Class IIIB 0.53
Rouse Ave Western city limit Eastern city limity
(east of Roselawn
Ave)
Class IIIB 0.10
Rouse Ave Neece Dr Western city limit Class IIIB 0.18
Sierra Dr Sunset Blvd, 3rd
St
1st St Class IIIB 0.16
Tuolumne Blvd
Frontage Road
Neece Dr Merced Ave Class IIIB 0.03
Sutter/ Emerald
Bike Boulevard
Group
Crippen Ave Kirschen Dr Yellow Pine Dr Class IIIB 0.27
Hammond Ave Robertson Rd Rouse Ave Class IIIB 0.50
Locust St Martin Lither
King Dr
Maze Ct Class IIIB 0.21
Maple St S Washington St Briggs Ditch St Class IIIB 0.37 N Martin Luther
King Dr
Ruberto St Elm Ave Class IIIB 0.91
Pelton Ave Sutter Ave Hammond St Class IIIB 0.38
Pine Tree Ln Paradise Rd Robertson Rd Class IIIB 0.47
Red Pine Dr Crippen Ave Hammond St Class IIIB 0.13
Rouse Ave Wade Ave Josi Ln Class IIIB 0.50
S Emerald Ave California Ave Laurel Ave Class IIIB 0.72 Sutter Ave Paradise Rd Rouse Ave Class IIIB 0.50
Yellow Pine Dr Crippen Ave Pine Tree Ln Class IIIB 0.12 167 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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Bicycle
Boulevard Group Street To From Bikeway
Class Miles
Ironside/
Santa Fe Bike
Boulevard
Group
Boise Ave W Hatch Rd Ustick Rd Class IIIB 0.58
Cielito Dr Jardin Way Rancho
Encantado Ln
Class IIIB 0.12
Ironside Dr Waldo Ct Jardin Way Class IIIB 0.28
Jardin Way Cielito Dr Ironside Dr Class IIIB 0.09
Jim Way Olivero Rd Winmoore Way Class IIIB 0.19
Rancho
Encantado Ln
W Hatch Rd Cielito Dr Class IIIB 0.18
Rio Grande
Ave
Crows Landing
Rd
Santa Fe Ave Class IIIB 0.26
Santa Fe Ave Pecos Ave Rio Grande Ave Class IIIB 0.47
School Ave Crows Landing
Rd
Santa Fe Ave Class IIIB 0.25
Tudor Ct Waldo Ct Ustick Rd Class IIIB 0.05
Ustick Rd Boise Ave Tudor Ct Class IIIB 0.05
Waldo Ct Ironside Dr Tudor Ct Class IIIB 0.05
Winmoore
Way
Jim Way Crows Landing
Rd
Class IIIB 0.47
168 MODESTO NON-MOTORIZED TRANSPORTATION PLAN BICYCLE RECOMMENDATION TABLE #13..
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GET IN TOUCH
Address 1010 10th Street, Suite 3100
Modesto CA 95354
Phone 209-577-5200
Learn more: www.modestogov.com/465/TransportationEngineering-Design-TED #13..
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Bicycle
and
Pedestrian
Design
Guide
#13..
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CITY OF MODESTO
A-2
CONTEXT
01 PEDESTRIAN FACILITIES
Guidance Basis................................ A-4
User Design Needs.......................... A-6
Pedestrian Facility Selection ..........A-13
Sidewalks and Sidewalk Zones.......A-14 02
PEDESTRIAN FACILITIES AT
INTERSECTIONS
ADA Curb Ramps ........................... A-18
Marked Crosswalks ....................... A-20
Median Refuge Island ................... A-22
Curb Extensions ............................ A-23
Active Warning Beacons ............... A-24
Pedestrian Hybrid Beacons ........... A-25
03 BICYCLE FACILITIES AT
INTERSECTIONS
BICYCLE FACILITY AMENITIES
Intersection Crossing Markings..... A-46
Bike Lanes at Right Turns .............. A-48
Bike Boxes ...................................... A-52
Two Stage Turn Boxes .................... A-54
Bicycle Actuation/Detection and Signal
Head ............................................... A-56 Protected Intersections ................ A-60
Wayfinding Sign Types .................. A-64
Wayfinding Sign Placement........... A-66
Bike Parking ....................................A-68
Bikeway Maintenance ....................A-70
05 06
BICYCLE FACILITIES
Bicycle Facility Selection ................A-27
Shared Use Path ............................ A-28
On-Street Bike Lanes..................... A-30
Buffered Bike Lanes ...................... A-32
Bike Boulevards...............................A-34
One-way Separated
Bikeways......................................... A-38
Two-way Separated Bikeways....... A-40
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01: Context
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Guidance Basis
The sections that follow serve as an inventory of pedestrian and bicycle design treatments and provide guidelines for their development. These treatments and design guidelines are important because they represent the tools for creating a bicycle-friendly, safe, accessible community. The guidelines are not, however, a substitute for a more thorough evaluation by a professional upon implementation. The following standards and guidelines are referred to in this guide:
National Guidance
A blueprint for designing
21st century streets, the
NACTO Urban Street Design
Guide (2013) unveils the
toolbox and tactics cities
use to make streets safer,
more livable, and more
economically vibrant.
The Guide outlines both a
clear vision for complete
streets and a basic road
map for how to bring them
to fruition. The document
charts the principles and
practices of the nation’s
foremost engineers,
planners, and designers
working in cities.
The National Association of
City Transportation Officials’
(NACTO) Urban Bikeway Design
Guide (2012) provides cities
with state-of-the-practice
solutions that can help create
complete streets that are safe
and enjoyable for bicyclists.
The designs were developed
by cities for cities, since unique
urban streets require innovative
solutions. In August 2013, the
Federal Highway Administration
issued a memorandum
officially supporting use of the
document.
Separated Bike Lane Planning
and Design Guide (2015)
provides national guidance
on the planning and design of
separated bike lane facilities.
Released by the Federal
Highway Administration
(FHWA), this guide
documents best practices as
demonstrated around the
U.S., and offers ideas on future
areas of research, evaluation,
and design flexibility.
NCHRP’s Improving Pedestrian
Safety at Unsignalized Crossings
Report recommends engineering
treatments to improve pedestrian
safety at unsignalized locations
with high speeds and traffic
volumes.
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The California Highway Design
Manual (HDM) (Updated 2015)
establishes uniform policies and
procedures to carry out highway
design functions for the California
Department of Transportation.
Complete Intersections: A Guide
to Reconstructing Intersections
and Interchanges for Bicyclists
and Pedestrians (2010) is a
reference guide that presents
information and concepts related
to improving conditions for
bicyclists and pedestrians at major
intersections and interchanges.
The guide can be used to inform
minor signage and striping
changes to intersections, as well
as major changes and designs for
new intersections.
Main Street, California: A Guide
for Improving Community and
Transportation Vitality (2013)
reflects California’s current
manuals and policies that improve
multi-modal access, livability
and sustainability within the
transportation system. The guide
recognizes the overlapping and
sometimes competing needs of
main streets.
The Caltrans Memo: Design
Flexibility in Multimodal Design
(2014) encourages flexibility
in highway design. The memo
stated that “Publications such as
the NACTO “Urban Street Design
Guide” and “Urban Bikeway
Design Guide,” ... are resources
that Caltrans and local entities can
reference when making planning
and design decisions on the State
highway system and local streets
and roads.”
The Caltrans resource Class IV
Bikeway Guidance (2018) provides
enhanced guidance for two-way
separated bikeways, with added
information on transit stops and
separated bikeways adjacent to
street parking. It also provides a
discussion of maintenance using
Caltrans equipment.
The California Manual on
Uniform Traffic Control Devices
(CAMUTCD) (2014) is an amended
version of the FHWA MUTCD
2009 edition modified for use
in California. While standards
presented in the CA MUTCD
substantially conform to the
FHWA MUTCD, the state of
California follows local practices,
laws and requirements with
regards to signing, striping and
other traffic control devices.
California Guidance
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Bicycle as a Design Vehicle
Similar to motor vehicles, bicyclists and their bicycles exist in a variety of sizes and configurations. These
variations occur in the types of vehicle (such as
a conventional bicycle, a recumbent bicycle or a
tricycle), and behavioral characteristics (such as the
comfort level of the bicyclist). The design of a bikeway should consider reasonably expected bicycle types on
the facility and utilize the appropriate dimensions.
The figure to the right illustrates the operating space and physical dimensions of a typical adult bicyclist,
which are the basis for typical facility design. Bicyclists require clear space to operate within a facility. This is why the minimum operating width is greater than the
physical dimensions of the bicyclist. Bicyclists prefer five feet or more operating width, although four feet
may be minimally acceptable.
In addition to the design dimensions of a typical
bicycle, there are many other commonly used pedaldriven cycles and accessories to consider when planning and designing bicycle facilities. The most
common types include tandem bicycles, recumbent
bicycles, and trailer accessories. The figure to the left summarizes the typical dimensions for bicycle types.
Bicycle Rider - Typical Dimensions
Operating
Envelope
8’ 4”
Eye Level
5’
Handlebar
Height
3’8”
Preferred Operating Width
5’
Minimum Operating
Width
4’
Physical Operating
Width
2’6”
User Design Dimensions
The purpose of this section is to provide the facility designer with an understanding of how bicyclists operate and how their bicycle influences that operation. Bicyclists, by nature, are much more affected by poor facility design, construction, and maintenance practices than motor vehicle drivers.
Bicyclists lack the protection from the elements and roadway hazards provided by an automobile’s structure and safety features. By understanding the unique characteristics and needs of bicyclists, a facility designer can provide quality facilities and minimize user risk. #13..
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Source: AASHTO Guide for the Development of Bicycle Facilities, 4th Edition Bicycle as Design Vehicle - Design Speed Expectations
* Typical speed for causal riders per AASHTO
2013.
Bicycle Type Feature
Typical
Speed
Upright Adult Bicyclist Paved level surfacing 8-12 mph* Crossing Intersections 10 mph
Downhill 30 mph
Uphill 5 -12 mph
Recumbent Bicyclist Paved level surfacing 18 mph
3’ 11” 2’ 6” 3’ 9”
8’
5’ 10”
6’10”
The expected speed that different types of bicyclists
can maintain under various conditions also influences
the design of facilities such as shared use paths. The
table to the right provides typical bicyclist speeds for a variety of conditions.
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Strong and Fearless – Characterized by bicyclists
that will typically ride anywhere regardless of roadway conditions or weather. These bicyclists can ride faster than other user types, prefer direct routes and will
typically choose roadway connections (even if shared
with vehicles) over separate bicycle facilities such as shared-use paths.
Enthused and Confident - This user group
encompasses bicyclists who are fairly comfortable
riding on all types of bikeways but usually choose low
traffic streets or shared-use paths when available.
These bicyclists may deviate from a more direct
route in favor of a preferred facility type. This group includes all kinds of bicyclists such as commuters,
recreationalists, racers and utilitarian bicyclists.
Interested but Concerned – This user type
comprises the bulk of the cycling population and
represents bicyclists who typically only ride a bicycle on low traffic streets or shared-use paths under
favorable weather conditions. These bicyclists
perceive significant barriers to their increased use
of cycling, specifically traffic and other safety issues.
These people may become “Enthused & Confident”
with encouragement, education and experience.
No Way, No How – Persons in this category are
not bicyclists, and perceive severe safety issues
with riding in traffic. Some people in this group may
eventually become more regular cyclists with time and
education. A significant portion of these people will
not ride a bicycle under any circumstances.
1%
5-10%
60%
30%
Interested but
Concerned
No Way, No How
Enthused and
Confident
Strong and
Fearless
Typical Distribution of Bicyclist Types
Bicyclist User Type
The 2012 AASHTO Guide to the Development of Bicycle Facilities encourages designers to identify their rider type based on the trip purpose (Recreational vs Transportation) and on the level of comfort and skill of the rider (Causal vs Experienced). A user-type framework for understanding a potential rider’s willingness to bike is illustrated in the figure below. Developed by planners in Portland, OR and supported by research, this classification identifies four distinct types of bicyclists.
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Pedestrian Design Needs
Types of Pedestrians
Pedestrians have a variety of characteristics and
the transportation network should accommodate a
variety of needs, abilities, and possible impairments.
Age is one major factor that affects pedestrians’
physical characteristics, walking speed, and
environmental perception. Children have low eye
height and walk at slower speeds than adults. They
also perceive the environment differently at various
stages of their cognitive development. Older adults
walk more slowly and may require assistive devices for
walking stability, sight, and hearing. The table below
summarizes common pedestrian characteristics for
various age groups.
Pedestrian Characteristics by Age
Age Characteristics
0-4 Learning to walk
Requires constant adult supervision
Developing peripheral vision and depth perception
5-8 Increasing independence, but still requires supervision Poor depth perception
9-13 Susceptible to “darting out” in roadways
Insufficient judgment
Sense of invulnerability
14-18 Improved awareness of traffic environment
Insufficient judgment
19-40 Active, aware of traffic environment
41-65 Slowing of reflexes
65+ Difficulty crossing street
Vision loss
Difficulty hearing vehicles approaching from behind
Walking
2’ 6” (0.75 m)
Preferred Operating Space
5’ (1.5 m)
Eye Level
4’ 6” - 5’ 10”
(1.3 m - 1.7 m)
Shoulders
1’ 10” (0.5 m)
The MUTCD recommends a normal walking speed of
3.5 feet per second when calculating the pedestrian
clearance interval at traffic signals. The walking
speed can drop to 3 feet per second for areas
with older populations and persons with mobility
impairments. While the type and degree of mobility
impairment varies greatly across the population, the
transportation system should accommodate these
users to the greatest reasonable extent.
Additional References and Guidelines
AASHTO. Guide for the Planning, Design, and Operation of Pedestrian Facilities, Exhibit 2-1. 2004.
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Design Needs of Dog Walkers
Dog walking is a common and anticipated use on
shared use paths. Dog sizes vary largely, as does leash length and walking style, leading to wide variation in
possible design dimensions.
Shared use paths designed to accommodate
wheelchair users are likely to provide the necessary
dimensions for the average dog walker. Amenities
such as dog waste stations may enhance conditions
for dog walkers.
Preferred Operating Space
5’ (1.5 m)
Shoulders
1’ 10” (0.5 m)
Sweep Width
4.3’ (1.3 m)
Sweep Width
Varies
Eye Level
4’ 6” - 5’ 10”
(1.3 m - 1.7 m)
Runner Typical Speed
User Typical Speed
Runner 6.2 mph
Physical Length
Up to 5’ (1.5 m)
Design Needs of Runners
Running is an important recreation and fitness activity commonly performed on shared use paths. Many
runners prefer softer surfaces (such as rubber, bare
earth or crushed rock) to reduce impact. Runners
can change their speed and direction frequently. If
high volumes are expected, controlled interaction
or separation of different types of users should be
considered.
Additional References and Guidelines
FHWA. Characteristics of Emerging Road and Trail Users and Their Safety. (2004). #13..
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Design Needs of Wheelchair Users
As the American population ages, the number of
people using mobility assistive devices (such as manual wheelchairs, powered wheelchairs) increases.
Manual wheelchairs are self-propelled devices. Users
propel themselves using push rims attached to the
rear wheels. Braking is done through resisting wheel
movement with the hands or arm. Alternatively, a
second individual can control the wheelchair using
handles attached to the back of the chair.
Power wheelchairs user battery power to move the
wheelchair. The size and weight of power wheelchairs
Minimum Operating Width
3’ (0.9 m)
Minimum Operating Width
3’ (0.9 m)
Minimum to Make a 180 Degree Turn
5’ (1.5 m)
Minimum to Make a 180 Degree Turn
5’ (1.5 m)
Physical Width
2’6” (0.75 m)
Physical Width
2’2” (0.7 m)
Armrest
2’5” (0.75 m)
Handle
2’9” (0.9 m)
Eye Height
3’8” (1.1 m)
Wheelchair User Typical Speed
User
Typical
Speed
Manual Wheelchair 3.6 mph
Power Wheelchair 6.8 mph
Wheelchair User Design Considerations
Effect on Mobility Design Solution
Difficulty propelling over
uneven or soft surfaces.
Firm, stable surfaces and
structures, including ramps or
beveled edges.
Cross-slopes cause wheelchairs to veer downhill.Cross-slopes of less than two percent.
Require wider path of
travel.
Sufficient width and maneuvering space.
limit their ability to negotiate obstacles without a
ramp. Various control units are available that enable
users to control the wheelchair movement, based on
their ability (e.g., joystick control, breath controlled, etc).
Maneuvering around a turn requires additional space
for wheelchair devices. Providing adequate space
for 180 degree turns at appropriate locations is an
important element for accessible design.
Additional References and Guidelines
FHWA. Characteristics of Emerging Road and Trail Users and Their Safety. 2004. USDOJ. 2010 ADA Standards for Accessible Design. 2010.
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02: Pedestrian
Facilities
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Midblock Crossings
Midblock crossings are an important street design
element for pedestrians. They can provide a legal
crossing at locations where pedestrians want to
travel, and can be safer than crossings at intersections because traffic is only moving in two directions.
Locations where midblock crossings should be
considered include:
• Long blocks (longer than 600 feet) with
destinations on both sides of the street.
• Locations with heavy pedestrian traffic, such as
schools, shopping centers.
• At midblock transit stops, where transit riders
must cross the street on one leg of their journey.
FACILITY TYPE
PEDESTRIAN CROSSING
CONTEXTUAL GUIDANCE
LEGEND
At unsignalized locations
2 lane 3 lane 2 lane
2 lane with
median refuge 3 lane 2 lane
2 lane with
median refuge 3 lane 4 lane
4 lane with
median refuge 5 lane 6 lane
6 lane with
median refuge
Crosswalk Only (high visibility) EJ EJ X EJ EJ X X X X X X Crosswalk with warning
signage and yield lines EJ EJ EJ EJ X X X X X
Active Warning Beacon
(RRFB) X EJ X X X X
Hybrid Beacon X X EJ EJ EJ EJ
Full Trac Signal X X EJ EJ EJ EJ EJ EJ
Grade separation X X EJ EJ EJ X EJ EJ EJ EJ EJ
Most Desirable
Engineering Judgement EJ
Not Recommended X
Local Streets
15-25 mph
Collector Streets
25-30 mph
Arterial Streets
30-45 mph
1 Marked Crosswalks
4 Pedestrian Hybrid
Beacon
3 Active Warning Beacon (RRFB)
6 Grade Separation 5 Full Traffic Signal
2 Crosswalk with Warning
Signage
1 2
3 4
5 6
Crossing Treatment Selection
The specific type of treatment at a crossing may range
from a simple marked crosswalk to full traffic signals
or grade separated crossings. Crosswalk lines should
not typically be used by themselves, and appropriate
selection of crossing enhancements should be
evaluated in an engineering study. The engineering
study should consider the number of lanes, the
presence of a median, the distance from adjacent
signalized intersections, the pedestrian volumes and
delays, the average daily traffic (ADT), the posted or
statutory speed limit or 85th-percentile speed, the
geometry of the location, the possible consolidation
of multiple crossing points, the availability of street lighting, and other appropriate factors.
Pedestrian Crossing Location and
Facility Selection
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Curbside Lane Buffer Zone Pedestrian Through Zone Frontage Zone The through zone is the area
intended for pedestrian travel.
This zone should be entirely free
of permanent and temporary
objects.
Wide through zones are needed
in downtown areas or where
pedestrian flows are high.
The frontage zone allows
pedestrians a comfortable
“shy” distance from the
building fronts. It provides
opportunities for window
shopping, to place signs,
planters, or chairs.
The buffer zone, also
called the furnishing or
landscaping zone, buffers
pedestrians from the
adjacent roadway, and
is also the area where
elements such as street
trees, signal poles, signs,
and other street furniture
are properly located.
The curbside lane
can act as a flexible
space to further
buffer the sidewalk
from moving traffic.,
and may be used
for a bike lane. Curb
extensions and bike
corrals may occupy
this space where
appropriate.
In the edge zone
there should be a 6
inch wide curb.
Sidewalk Zones & Widths
Sidewalks are the most fundamental element of the walking network, as they provide an area for pedestrian travel separated from vehicle traffic. Providing adequate and accessible facilities can lead to increased numbers of people walking, improved accessibility, and the creation of social space.
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Street Classification Parking Lane/Enhancement Zone
Buffer
Zone
Pedestrian
Through Zone
Frontage
Zone
Local Streets Varies 4 - 6 ft 6 ft N/A
Downtown and Pedestrian
Priority Areas Varies 4 - 6 ft 12 ft 2.5 - 10 ft
Arterials and Collectors Varies 4 - 6 ft 6 - 8 ft 2.5 - 5 ft Typical Application
• Wider sidewalks should be installed near schools, at transit stops, in downtown areas, or anywhere high concentrations of pedestrians exist.
• At transit stops, an 8 ft by 5 ft clear space is required for accessible passenger boarding/alighting at the front door location per ADA requirements.
• Sidewalks should be continuous on both sides of urban commercial streets, and should be required in areas of moderate residential density.
• When retrofitting gaps in the sidewalk network, locations near transit stops, schools, parks, public buildings, and other areas with high concentrations of pedestrians should be the highest priority.
Approximate Cost
Cost of standard sidewalks range from about $25
per square foot for concrete sidewalk. This cost can
increase with additional right-of-way acquisition or
addition of landscaping, lighting or other aesthetic
features. As an interim measure, an asphalt concrete
path can be placed until such time that a standard
sidewalk can be built. The cost of asphalt path can be
less than half the cost of a standard sidewalk.
Materials and Maintenance
Sidewalks are typically constructed out of concrete
and are separated from the roadway by a curb or
gutter and sometimes a landscaped boulevard. Less
expensive walkways constructed of asphalt, crushed
stone, or other stabilized surfaces may be appropriate.
Ensure accessibility and properly maintain all surfaces regularly. Surfaces must be firm, stable, and slip
resistant. Colored, patterned, or stamped concrete
can add distinctive visual appeal.
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03: Pedestrian
Facilities at
Intersections
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Design Features
• Because the effectiveness of marked crossings
depends entirely on their visibility, maintaining
marked crossings should be a high priority.
• Thermoplastic markings offer increased
durability than conventional paint.
Continental markings provide
additional visibility
The crosswalk should be located
to align as closely as possible with
the through pedestrian zone of the
sidewalk corridor
Transverse markings are the
most basic crosswalk marking
type
Typical Application
At signalized intersections, all crosswalks should be
marked. At unsignalized intersections, crosswalks may
be marked under the following conditions:
• At a complex intersection, to orient pedestrians
in finding their way across.
• At an offset intersection, to show pedestrians
the shortest route across traffic with the least
exposure to vehicular traffic and traffic conflicts.
• At an intersection with visibility constraints, to
position pedestrians where they can best be
seen by oncoming traffic.
• At an intersection within a school zone on a
walking route.
Marked Crosswalks
A marked crosswalk signals to motorists that they must stop for pedestrians and encourages pedestrians to cross at designated locations. Installing crosswalks alone will not necessarily make crossings safer; especially on multi-lane roadways.
At mid-block locations, crosswalks must be marked to establish a legal crossing. #13..
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Marked crosswalks at Stony Point Road and Stony Circle
Further Considerations
Pedestrians are sensitive to out-of-direction travel, and reasonable accommodations should be made to make crossings both convenient at locations with adequate visibility.
Continental crosswalk markings should be used at crossings with high pedestrian use or where vulnerable pedestrians are expected, including: school crossings, across arterial streets for pedestrian-only signals, at mid-block crosswalks, and at intersections where there is expected high pedestrian use and the crossing is not controlled by signals or stop signs.
High-visibility crosswalks are not appropriate for all locations. Other crosswalk marking patterns are provided for in the CA MUTCD.
Some cities prohibit omitting or removing a marked crosswalk at intersections in order to require a three-stage pedestrian crossing. Intersections with three-stage crossings lead to arduous and increased crossing distances, pedestrian frustration, encourages jaywalking, and exhibits modal bias favoring motor vehicle level-of-service over other modes. There are circumstances when only three crosswalks are utilized and typically occur at or near interchanges and freeway ramps.
Materials and Maintenance
Because the effectiveness of marked crossings depends
entirely on their visibility, maintaining marked crossings should be a high priority. Thermoplastic markings offer increased durability than conventional paint.
Approximate Cost
Depending on the type of material used, width of
the crossing and width of the roadway, approximate
installation costs are $500 for a regular striped crosswalk, $1,000 for a ladder crosswalk, and $8,000 for a patterned concrete crosswalk. In addition, the cost of a curb ramp is about $5,000-$10,000 per ramp.
Due to various number of crosswalk styles in use, signing standards, color and aesthetics, other factors will affect the final cost.
Maintenance of markings should also be considered.
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Typical Application
• Can be applied on any roadway with a left turn
center lane or median that is at least 6 feet wide.
• Appropriate at signalized or unsignalized
crosswalks.
• On multi-lane roadways, consider configuration
with active warning beacons for improved
yielding compliance.
Cut-through median refuge
islands are preferred over curb
ramps to better accommodate
wheel chairs users.
Median Refuge Island
W11-2,
W16-7P
Median refuge islands are located at the mid-point of a marked crossing and help improve pedestrian safety by allowing pedestrians to cross one direction of traffic at a time. Refuge islands minimize pedestrian exposure by shortening crossing distance and increasing the number of available gaps for crossing.
Design Features
• The refuge island must be accessible, preferably
with an at-grade passage through the island
rather than ramps and landings.
• The island should be at least 6 feet wide to be a
legal refuge and be wider to accomodate cargo
bikes or bikes with child trailers.
• The island should be at least 20 feet long.
• On streets with speeds higher than 25 mph
there should also be double centerline marking,
reflectors, and “KEEP RIGHT” signage (CA MUTCD
R4-7a).
• If a refuge island is landscaped, the landscaping
should not compromise the visibility of
pedestrians crossing in the crosswalk. Shrubs and
ground plantings should be no higher than 1 and
a half feet.
Materials and Maintenance
Refuge islands may require frequent maintenance
of road debris. Trees and plantings in a landscaped
median must be maintained so as not to impair
visibility, and should be no higher than 1 foot 6 inches.
Approximate Cost
The approximate cost to install a median refuge island
ranges from $500 to $1,100 per foot, or about $3,500
to $4,000, depending on the design, site conditions,
landscaping, and whether the median can be added as
a part of a larger street reconstruction project or utility upgrade.
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Curb extension length can be
adjusted to accommodate bus
stops or street furniture.
1‘ buffer from edge of
parking lane preferred
(Curb radii not to scale. For illustration purposes only) Crossing
distance is
shortened
Curb Extensions
Curb extensions minimize pedestrian exposure during crossing by shortening crossing distance and giving pedestrians a better chance to see and be seen before committing to crossing. They are appropriate for any crosswalk where it is desirable to shorten the crossing distance and there is a parking lane adjacent to the curb.
Design Features
• In most cases, the curb extensions should be
designed to transition between the extended
curb and the running curb in the shortest
practicable distance.
• For purposes of efficient street sweeping, the
minimum radius for the reverse curves of the
transition is 10 feet and the two radii should be
balanced to be nearly equal.
Typical Application
• At signalized intersections with marked
crosswalks should be marked.
• At unsignalized intersections with marked
crosswalks.
• At an intersection with visibility constraints, to
position pedestrians where they can best be
seen by oncoming traffic.
• At an intersection within a school zone on a
walking route.
• Curb extensions should terminate one foot short
of the parking lane to maximize bicyclist safety.
• Planted curb extensions may be designed as a
bioswale, a vegetated system for stormwater
management.
• Turning performance of larger vehicles including
buses may be impacted by curb extensions
Materials and Maintenance
Planted curb extensions may be designed as a
bioswale, a vegetated system for stormwater
management. To maintain proper stormwater
drainage, curb extensions can be constructed as
refuge islands offset by a drainage channel or feature
a covered trench drain.
Approximate Cost
The cost of a curb extension can range from $2,000 to
$20,000 depending on the design and site condition, with the typical cost approximately $12,000. Green/vegetated curb extensions cost between $10,000 to $40,000.
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Providing secondary installations of
RRFBs on median islands improves
visibility and driver yielding behavior.
W11-2,
W16-7P
Rectangular Rapid Flash Beacons
(RRFB) dramatically increase
compliance over conventional
warning beacons.
Active Warning Beacons (RRFBs)
Active warning beacons are user actuated illuminated devices designed to increase motor vehicle yielding compliance at crossings of multi lane or high volume roadways. Types of active warning beacons include conventional circular yellow flashing beacons, in-roadway warning lights, or Rectangular Rapid Flash Beacons (RRFB).
Design Features
• Warning beacons shall not be used at crosswalks
controlled by YIELD signs, STOP signs, or traffic
signals.
• Warning beacons shall initiate operation based
on pedestrian or bicyclist actuation and shall
cease operation at a predetermined time after
actuation or, with passive detection, after the
pedestrian or bicyclist clears the crosswalk.
Approximate Cost
RRFBs vary in cost, depending on site conditions, but
generally cost between $10,000 to $25,000 for two
units.
Typical Application
• At marked crosswalks where increased
pedestrian visibility is needed.
• RRFBs have the most increased compliance of
all the warning beacon enhancement options.
A study of the effectiveness of going from a
no-beacon arrangement to a two-beacon RRFB
installation increased yielding from 18 percent to
81 percent.
• RRFBs are recommended as the perferred
beacon treatment.
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Pedestrian Hybrid
Beacon
W11-2
Should be installed at least 100 feet
from side streets or driveways that
are controlled by STOP or YIELD
signs
Push button
actuation
Pedestrian Hybrid Beacons
Hybrid beacons are used to improve non-motorized crossings of major streets. A hybrid beacon consists of a signal-head with two red lenses over a single yellow lens on the major street, and a pedestrian signal head for the crosswalk.
Design Features
• Hybrid beacons have less stringent warrants than
full signals.
• If installed within a signal system, signal
engineers should evaluate the need for the
hybrid signal to be coordinated with other
signals.
• Parking and other sight obstructions should be
prohibited for at least 100 feet in advance of and
Typical Application
• At unsignalized intersections with high volumes
of pedestrians.
• At an intersection within a school zone on a
walking route.
• Each crossing, regardless of traffic speed
or volume, requires additional review by a
registered engineer to identify sight lines,
potential impacts on traffic progression, timing
with adjacent signals, capacity, and safety.
at least 20 feet beyond the marked crosswalk to
provide adequate sight distance.
• Hybrid beacon signals are normally activated
by push buttons, but may also be triggered by
infrared, microwave or video detectors. The
maximum delay for activation of the signal
should be two minutes, with minimum crossing
times determined by the width of the street
• HAWK beacons should be installed at least 100
feet from side streets or driveways that are
controlled by STOP or YIELD signs. Parking and
other sight obstructions should be prohibited
for at least 100 feet in advance of and at least
20 feet beyond the marked crosswalk to provide
adequate sight distance. (CA MUTCD 4F)
Approximate Cost
Hybrid beacons are more expensive than other
beacons, ranging in costs from $50,000 to $150,000,
but are generally less expensive than full signals.
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04: Bike
Facilities
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AVERAGE ANNUAL DAILY TRAFFIC (1,000 veh/day or 100 veh/peak hr)
BICYCLE
BOULEVARD
BIKE ROUTE
BIKE LANE
SHARED USE PATH
BUFFERED BICYCLE
LANE
SEPARATED BICYCLE
LANE
FACILITY TYPE
POSTED TRAVEL SPEED (mph)
15 20 25 30 35 40 45 50 55 60+
STREET CLASS 0 2 4 6 8 10 15+ 20+ 25+ 30+
LOCAL
COLLECTOR
ARTERIAL
COLLECTOR
ARTERIAL
COLLECTOR
ARTERIAL
COLLECTOR
ARTERIAL
LOCAL
SPEED
max
max
min
min
VOLUME
Acceptable Desired Acceptable
Facility Selection
Selecting the best bikeway facility type for a given roadway can be challenging, due to the range of factors that influence bicycle users’ comfort and safety. There is a significant impact on bicycling comfort when the speed differential between bicyclists and motor vehicle traffic is high and motor vehicle traffic volumes are high.
Facility Selection Table
As a starting point to identify a preferred facility, the chart below can be used to determine the recommended type of bikeway to be provided in particular roadway speed and volume situations. To use this chart, identify the appropriate daily traffic volume and travel speed on or the existing or proposed roadway, and locate the facility types indicated by those key variables.
Other factors beyond speed and volume which affect facility selection include traffic mix of automobiles and heavy vehicles, the presence of on-street parking, intersection density, surrounding land use, and roadway sight distance. These factors are not included in the facility selection chart below, but should always be considered in the facility selection and design process.
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Design Features
• 8 feet is the absolute minimum width (with 2 foot
shoulders) allowed for a two-way bicycle path and
is only recommended for constrained situations
(Caltrans Design Manual).
• 10 feet is recommended in most situations and will
be adequate for moderate to heavy use.
• 12 feet is recommended for heavy use situations
with high concentrations of multiple users. A
separate track (5 foot minimum) can be provided for
pedestrian use.
Shared Use Path (Class I)
Shared use paths (Class I) are off-street facilities that can provide a desirable transportation and recreation connection for users of all skill levels who prefer separation from traffic. They often provide low-stress connections to local and regional attractions that may be difficult, or not be possible on the street network.
Typical Use
• In abandoned rail corridors (commonly referred to
as Rails-to-Trails or Rail-Trails.
• In active rail corridors, trails can be built adjacent to active railroads (referred to as Rails-with-Trails.
• In utility corridors, such as powerline and sewer
corridors.
• In waterway corridors, such as along canals,
drainage ditches, rivers, and creeks.
• Along roadways.
A
A
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Overhead Clearance
• Clearance to overhead obstructions should be an
8 foot minimum, with 10 feet recommended.
Lateral Clearance
• A 2 foot or greater shoulder on both sides of
the path should be provided. An additional foot
of lateral clearance (total of 3 feet) is required
by the MUTCD for the installation of signage or
other furnishings.
• If bollards are used at intersections and access
points, they should be colored brightly and/or
supplemented with reflective materials to be
visible at night.
Striping
• When striping is required, use a 4 inch dashed
yellow centerline stripe with 4 inch solid white
edge lines.
• Solid centerlines can be provided on tight or
blind corners, and on the approaches to roadway
crossings.
Materials and Maintenance
Shared use paths must be regularly maintained so
that they are free of potholes, cracks, root lift, and
debris. Signage and lighting should also be regularly
maintained to ensure shared use path users feel
comfortable, especially where visibility is limited.
Adjacent landscaping should be regularly pruned, to
allow adequate sightlines, daylight, and pedestrianscale lighting, and so as not to obstruct the path of travel of trail users.
Approximate Cost
The cost of a shared use path can vary, but typical
costs are between $65,000 per mile to $4 million per
mile. These costs vary with materials, such as asphalt, concrete, boardwalk and other paving materials,
lighting, and ROW acquisition.
Prince Memorial Greenway connects users to
downtown Santa Rosa. Source: Peter Stetson.
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On-Street Bicycle Lanes (Class II)
On-street bike lanes (Class II) designate an exclusive space for bicyclists through the use of pavement markings and signs. The bike lane is located directly adjacent to motor vehicle travel lanes and is used in the same direction as motor vehicle traffic. Bike lanes are typically on the right side of the street, between the adjacent travel lane and curb, road edge or parking lane.
Typical Application
• Bike lanes may be used on any street with
adequate space, but are most effective on
streets with moderate traffic volumes greater
than or equal to 6,000 ADT (with a greater than
3,000 ADT min.).
• Bike lanes are most appropriate on streets with
low to moderate speeds of 25 mph or more.
• Appropriate for skilled adult riders on most
streets.
• May be appropriate for children when configured
as 6+ feet wide lanes on lower-speed, lowervolume streets with one lane in each direction.
Design Features
• Mark inside line with 6” stripe. Mark 4“ parking
lane line or “Ts”.
• Include a bicycle lane marking (MUTCD Figure
9C-3) at the beginning of blocks and at regular
intervals along the route (MUTCD 9C.04).
• 6 feet width preferred adjacent to on-street
parking (5 feet min.).
• 5–6 feet preferred adjacent to curb and gutter
(4 feet min.) or 4 feet more than the gutter pan
width.
A
A
B
B
D
D
C
C
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Bike lane word, symbol, and/or arrow markings
(MUTCD Figure 9C-3) shall be placed outside
of the motor vehicle tread path in order to
minimize wear from the motor vehicle path
(NACTO 2012).
Bicycle lanes provide an exclusive space, but
may be subject to unwanted encroachment by
motor vehicles.
Place Bike Lane Symbols to Reduce Wear Bicycle Lane
Further Considerations
• On high speed streets (greater than or equal to
40 mph) the minimum bike lane should be 6 feet.
• On streets where bicyclists passing each other is
to be expected, where high volumes of bicyclists
are present, or where added comfort is desired,
consider providing extra wide bike lanes up to 7
feet wide, or configure as a buffered bicycle lane.
• It may be desirable to reduce the width of
general purpose travel lanes in order to add or
widen bicycle lanes.
• On multi-lane and/or high speed streets, the
most appropriate bicycle facility to provide for
user comfort may be buffered bicycle lanes or
physically separated bicycle lanes.
Manhole Covers and Grates
• Manhole surfaces should be manufactured with
a shallow surface texture in the form of a tight,
nonlinear pattern
• If manholes or other utility access boxes are
to be located in bike lanes within 50 feet of
intersections or within 20 feet of driveways
or other bicycle access points, special
manufactured permanent nonstick surfaces will
be required to ensure a controlled travel surface
for cyclists breaking or turning.
Approximate Cost
The cost for installing bicycle lanes will depend on the implementation approach. Typical costs are $16,000
per mile for restriping.
• Manholes, drainage grates, or other obstacles
should be set flush with the paved roadway.
Roadway surface inconsistencies pose a threat to
safe riding conditions for bicyclists. Construction
of manholes, access panels or other drainage
elements will be constructed with no variation in
the surface. The maximum allowable tolerance in
vertical roadway surface will be 1/4 of an inch.
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Design Features
• The minimum bicycle travel area (not including buffer) is 5 feet wide.
• Buffers should be at least 2 feet wide. If buffer area is 4 feet or wider, white chevron or diagonal markings
should be used (CA MUTCD 9C-104).
• For clarity at driveways or minor street crossings,
consider a dotted line.
• There is no standard for whether the buffer is
configured on the parking side, the travel side, or a
combination of both.
A
A
B
B
Buffered Bicycle Lanes (Class II)
Buffered bike lanes (Class II) are conventional bicycle lanes paired with a designated buffer space, separating the bicycle lane from the adjacent motor vehicle travel lane and/or parking lane.
Typical Application
• Anywhere a conventional bike lane is being
considered.
• On streets with high speeds and high volumes or
high truck volumes.
• On streets with extra lanes or lane width.
• Appropriate for skilled adult riders on most
streets.
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The use of pavement markings delineates space
for cyclists to ride in a comfortable facility.
The use of pavement markings delineates space
for cyclists to ride in a comfortable facility.
Buffered Bicycle Lanes
Further Considerations
• Color may be used within the lane to discourage
motorists from entering the buffered lane.
• A study of buffered bicycle lanes found that,
in order to make the facilities successful, there
needs to also be driver education, improved
signage and proper pavement markings.
• On multi-lane streets with high vehicles speeds,
the most appropriate bicycle facility to provide
for user comfort may be physically separated bike
lanes.
• NCHRP Report #766 recommends, when space
in limited, installing a buffer space between the
parking lane and bicycle lane where on-street
parking is permitted rather than between the
bicycle lane and vehicle travel lane.
Approximate Cost
The cost for installing buffered bicycle lanes will
depend on the implementation approach. Typical
costs are $16,000 per mile for restriping. However, the cost of large-scale bicycle treatments will vary greatly due to differences in project specifications and the
scale and length of the treatment.
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A
B
C
Bicycle Boulevards (Class III)
Bicycle boulevards (Class III) are low-volume, low-speed streets modified to enhance bicyclist comfort by using treatments such as signage, pavement markings, traffic calming and/or traffic reduction, and intersection modifications. These treatments allow through movements of bicyclists while discouraging similar through-trips by non-local motorized traffic.
Typical Application
• Parallel with and in close proximity to major
thoroughfares (1/4 mile or less).
• Follow a desire line for bicycle travel that is
ideally long and relatively continuous (2-5 miles).
• Avoid alignments with excessive zigzag or
circuitous routing. The bikeway should have less
than 10 percent out of direction travel compared
to shortest path of primary corridor.
• Streets with travel speeds at 25 mph or less and
with traffic volumes of fewer than 3,000 vehicles
per day.
Design Features
• Signs and pavement markings are the minimum
treatments necessary to designate a street as a
bicycle boulevard.
• Implement volume control treatments based
on the context of the bicycle boulevard, using
engineering judgment. Target motor vehicle
volumes range from 1,000 to 3,000 vehicles per
day.
• Intersection crossings should be designed to
enhance safety and minimize delay for bicyclists
and pedestrians.
A
B
C
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Bicycle boulevards are established on streets
that improve connectivity to key destinations
and provide a direct, low-stress route for
bicyclists, with low motorized traffic volumes
and speeds, designated and designed to give
bicycle travel priority over other modes.
Neighborhood bikeways may require additional
traffic calming measures to discourage through
trips by motor vehicles.
Bicycle Boulevards Traffic Calming
Further Considerations
• Bicycle boulevards are typically located
on streets without existing signalized
accommodation at crossings of collector and
arterial roadways. Without treatments for
bicyclists and pedestrians, these intersections
can become major barriers along the bicycle
boulevard and compromise safety.
• Traffic calming can lower speeds along bicycle
boulevards and even deter motorists from
driving on a street. Anticipate and monitor
vehicle volumes on adjacent streets to determine
whether traffic calming results in inappropriate
volumes. Traffic calming can be implemented on
a trial basis.
Approximate Cost
Costs vary depending on the type of treatments
proposed for the corridor. Simple treatments such
as wayfinding signage and markings are most costeffective, but more intensive treatments will have greater impact at lowering speeds and volumes, at a
higher cost.
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Traffic Calming for Bike Boulevards
Traffic calming may include elements intended to reduce the speeds of motor vehicle traffic to be closer to bicyclist travel speeds, or may include designelements that restrict certain movements for motorized travelto discourage the use of bicycle boulevardcorridors for through travel by automobiles.Traffic calming treatments can cause drivers to slow down by constricting the roadway space or by requiring careful maneuvering. Such measures may reduce the design speed of a street, and can be used in conjunction with reduced speed limits to reinforce the expectation of lowered speeds.They can also lower vehicle volumes by physically or operationally reconfiguring corridors and intersections along the route.
Typical Application
• Bicycle boulevardsshould have a maximum
posted speed of 25 mph. Use traffic calming
to maintain an 85th percentile speed below 20
mph (25 mph maximum). Bikeways with average
speeds above this limit should be considered for
traffic calming measures.
• Maintain a minimum clear width of 14 feet with
a constricted length of at least 20 feet in the
direction of travel.
• Bring traffic volumes down to 1,500 cars per
day (4,000 cars per day maximum). Bikeways
with daily volumes above this limit should be
considered for traffic calming measures.
Design Features (Speed Reduction)
• Median islands create pinchpoint for traffic in the
center of the roadway and offers shorter crossing
distances for pedestrians when used in tandem with a
marked crossing.
• Chicanes slow drivers by requiring vehicles to shift
laterally through narrowed lanes and which avoids
uninterrupted sightlines.
• Pinchpoints, chokers, or curb extensions restrict
motorists from operating at high speeds on local
streets by visually narrowing the roadway.
• Neighborhood traffic circles reduce speed of traffic
at intersections by requiring motorists to move
cautiously through conflict points.
A
B
C
D
D
C
E A B
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Design Features
(Volume Reduction)
• Partial closure diverters allows bicyclists to
proceed straight across the intersection but
forces motorists to turn left or right. All turns
from the major street onto the bikeway are
prohibited. Can incorporate curb extensions
with stormwater management features and/ora
mountable island.
• Right-in/right-out diverters forcemotorists to
turn right while bicyclists can continue straight
through the intersection. The island can provide
a through bike lane or bicycle access to reduce
conflicts withright-turning vehicles. Left turns
from the major street onto the bikeway are
prohibited, while right turns are still allowed.
• Median refuge island diverters restrict through
and left-turn vehicle movements along the
bikeway while providing refuge for bicyclists
to cross one direction of traffic at a time. This
treatment prohibits left turns from the major
street onto the bikeway, while right turns are still
allowed.
• Full diverters blockall motor vehicles from
continuing on a neighborhood bikeway, while
bicyclists can continue unrestricted. Full
closures can be constructed to be permeable to
emergency vehicles.
• Street trees narrow a driver’s visual field,
subconsiously queing drivers to slow down.
• Speed humps slow drivers through vertical
deflection. To minimize impacts to bicycles,
use a sinusoidal profile and leave a gap along
curb so that bicyclists may bypass the hump
when appropriate. Speed cushions operate in
a similar fashion to speed humps, but allow for
unimpeded travel by emergency vehicles.
E
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A
B
C
One-Way Separated Bike Lanes (Class IV)
When retrofitting separated bike lanes onto existing streets, a one-way street-level design may be most appropriate. This design provides protection through physical barriers and can include flexible delineators, curbs, on-street parking or other barriers. A street level separated bike lane shares the same elevation as adjacent travel lanes..
Typical Application
• Street retrofit projects with limited funds for
relating curbs and drainage.
• Streets with high motor vehicle volumes and/or
speeds and high bicycle volumes.
• Streets for which conflicts at intersections can be
effectively mitigated using parking lane setbacks,
bicycle markings through the intersection, and
other signalized intersection treatments.
• Appropriate for most riders on most streets.
Design Features
• Pavement markings, symbols and/or arrow
markings must be placed at the beginning of the
separated bike lane and at intervals along the
facility (MUTCD 9C.04).
• 7 foot width preferred to allow passing (5 foot
minimum).
• 3 foot minimum buffer width adjacent to parking.
18 inch minimum adjacent to travel lanes.
Channelizing devices should be placed in the
buffer area (NACTO, 2012).
• If buffer area is 4 feet or wider, white chevron or
diagonal markings should be used.
A
B
C
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Street Level Separated Bicycle Lanes can be separated from the street with parking, planters, bollards, or other design elements.
Further Considerations
• Separated bike lane buffers and barriers are
covered in the MUTCD as preferential lane
markings (section 3D.01) and channelizing
devices (section 3H.01). Curbs may be used as
a channeling device, see the section on islands
(section 3I.01).
• A retrofit separated bike lane has a relatively
low implementation cost compared to road
reconstruction by making use of existing
pavement and drainage and by using parking
lane as a barrier.
• Gutters, drainage outlets and utility covers
should be designed and configured as not to
impact bicycle travel.
• Special consideration should be given at
transit stops to manage bicycle and pedestrian
interactions.
Approximate Cost
The implementation cost is low if the project uses
existing pavement and drainage, but the cost
significantly increases if curb lines need to be moved.
A parking lane is the low-cost option for providing
a barrier. Other barriers might include concrete
medians, bollards, tubular markers, or planters.
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Design Features
• 12 foot operating width preferred (10 ft minimum)
width for two-way facility.
• In constrained locations an 8 foot minimum
operating width may be considered (HDM
1003.1(1)).
• Adjacent to on-street parking a 3 foot minimum
width channelized buffer or island shall be provided
to accommodate opening doors (NACTO, 2012) (CA
MUTCD 3H.01, 3I.01).
• A separation narrower than 5 feet may be permitted
if a physical barrier is present (AASHTO, 2013).
• Additional signalization and signs may be necessary
to manage conflicts.
Typical Use
• Works best on the left side of one-way streets.
• Streets with high motor vehicle volumes and/or
speeds
• Streets with high bicycle volumes.
• Streets with a high incidence of wrong-way bicycle
riding.
• Streets with few conflicts such as driveways or
cross-streets on one side of the street.
• Streets that connect to shared use paths.
Two-Way Separated Bike Lanes (Class IV)
Two-Way Separated Bikeways are bicycle facilities that allow bicycle movement in both directions on one side of the road. Two-way separated bikeways share some of the same design characteristics as one-way separated bikeways, but often require additional considerations at driveway and side-street crossings, and intersections with other bikeways.
A
A
B
B
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A two-way facility can accommodate cyclists in two directions of travel.
Two-Way Separated Bikeway
Further Considerations
• On-street bikeway buffers and barriers are
covered in the CA MUTCD as preferential lane
markings (section 3D.01) and channelizing
devices, including flexible delineators (section
3H.01). Curbs may be used as a channeling
device, see the section on islands (section 3I.01).
• A two-way separated bikeway on one way street
should be located on the left side.
• A two-way separated bikeway may be configured
at street level or as a raised separated bikeway
with vertical separation from the adjacent travel
lane.
• Two-way separated bikeways should ideally be
placed along streets with long blocks and few
driveways or mid-block access points for motor
vehicles.
• See Caltrans Design Information Bulletin No. 89
for more details.
Materials and Maintenance
Bikeway striping and markings will require higher
maintenance where vehicles frequently traverse over
them at intersections, driveways, parking lanes, and
along curved or constrained segments of roadway. Green
conflict striping (if used) will also generally require higher maintenance due to vehicle wear.
Bikeways should be maintained so that there are no pot
holes, cracks, uneven surfaces or debris.
Access points along the facility should be provided for street sweeper vehicles to enter/exit the separated
bikeway.
Approximate Cost
Separated bikway construction costs can vary drastically depending on the type of separation used, the amount of new curb and gutter, stormwater mitigation, and crossing treatments. On the lower end of the scale, construction of a striped parking protected bikeway with delineators or other vertical elements can cost as little as $15,000- $30,000 per mile.
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2 ft Preferred Minimum
3 in - 6 in
Height Typical
3 ft Typical
Maintain
consistent
space
1 to 2 ft
Shy distance
between
planters
6 ft Spacing
(variable)
6 ft
Typical
4 in Minimum
Height
1 ft - 2 ft Typical
10 ft - 40 ft
Typical
Spacing
3 ft Preferred
Continuous
Spacing
3 ft Typical
Minimum
Continuous
(Can allow
drainage gaps)
Planting Strips
(optional)
6 in Typical
Curb Height
16 in Preferred
Minimum
2 ft Preferred Minimum
3 in - 6 in
Height Typical
3 ft Typical
Maintain
consistent
space
1 to 2 ft
Shy distance
between
planters
6 ft Spacing
(variable)
6 ft
Typical
4 in Minimum
Height
1 ft - 2 ft Typical
10 ft - 40 ft
Typical
Spacing
3 ft Preferred
Continuous
Spacing
3 ft Typical
Minimum
Continuous
(Can allow
drainage gaps)
Planting Strips
(optional)
6 in Typical
Curb Height
16 in Preferred
Minimum
Delineator Posts
Median
Concrete Barrier
Raised Lane
Curbing
Planters
Separation Methods
Separated bikeways may use a variety of vertical elements to physically separate the bikeway from adjacent travel lanes. Barriers may be robust constructed elements such as curbs, or may be more interim in nature, such as flexible delineator posts.
Typical Application
Appropriate barriers for retrofit projects:
• Parked Cars
• Flexible delineators
• Bollards
• Planters
• Parking stops
Appropriate barriers for reconstruction projects:
• Curb separation
• Medians
• Landscaped Medians
• Raised separated bike lane with vertical or
mountable curb
• Pedestrian Safety Islands
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Raised separated bikeways are bicycle facilities that are vertically separated from motor vehicle traffic.
BIKEWAY SEPARATION METHODS
Design Features
• Maximize effective operating space by placing
curbs or delineator posts as far from the through
bikeway space as practicable.
• Allow for adequate shy distance of 1 to 2 feet
from vertical elements to maximize useful space.
• When next to parking allow for 3 feet of space in
the buffer space to allow for opening doors and
passenger unloading.
• The presences of landscaping in medians,
planters and safety islands increases comfort
for users and enhances the streetscape
environment.
Further Considerations
• Separated bikeway buffers and barriers are
covered in the MUTCD as preferential lane
markings (section 3D.01) and channelizing
devices (section 3H.01). Curbs may be used as
a channeling device, see the section on islands
(section 3I.01).
• With new roadway construction a raised
separated bikeway can be less expensive to
construct than a wide or buffered bicycle lane
because of shallower trenching and sub base
requirements.
• Parking should be prohibited within 30 feet of
the intersection to improve visibility.
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04: Bicycle
Facilities at
Intersections
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A
B
Intersection Crossing Markings
Bicycle pavement markings through intersections guide bicyclists on a safe and direct path through the intersection and provide a clear boundary between the paths of through bicyclists and vehicles in the adjacent lane.
Typical Application
• Streets with conventional, buffered, or separated
bike lanes.
• At direct paths through intersections.
• Streets with high volumes of adjacent traffic.
• Where potential conflicts exist between through
bicyclist and adjacent traffic.
Design Features
• Intersection markings should be the same width
and in line with leading bike lane.
• Dotted lane line extensions should be 2 foot line
segments with 2 to 6 foot gaps between them
(CAMUTCD 3B.08).
• All markings should be white, skid resistant and
retro reflective (CAMUTCD 9C.02.02).
• Dotted lines may be enhanced with solid green,
or dashed green with the same extents as the
gotted line itself.
A
B
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Intersection crossing markings can be used at signalized intersections or high volume minor street and driveway crossings.
Intersection Crossing Markings
Further Considerations
The National Committee on Uniform Traffic Control
Devices has submitted a request to include additional
options for bicycle lane extensions through
intersections as a part of future MUTCD updates. Their
proposal includes the following options for striping
elements within the crossing:
• Bicycle lane markings
• Double chevron markings, indicating the
direction of travel.
• Green colored pavement.
Approximate Cost
The cost for installing intersection crossing markings
will depend on the implementation approach. On
roadways with adequate width for reconfiguration or
restriping, costs may be negligible when provided as
part of routine overlay or repaving projects.
Typical thermoplastic shared lane markings cost $180
each.
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Design Features
At auxiliary right turn only lanes (add lane):
• Continue existing bike lane width; standard width of
5 to 6 feet or 4 feet in constrained locations.
• Use signage to indicate that motorists should yield
to bicyclists through the conflict area.
• Consider using colored conflict areas to promote
visibility of the mixing zone.
Where a through lane becomes a right turn only lane:
• Do not define a dotted line merging path for
bicyclists.
Colored pavement may be used
in the weaving area to increase
visibility and awareness of
potential conflict
Optional dotted lines
MUTCD R4-4
(optional)
Bike Lanes at Right Turn Lanes
The appropriate treatment at right-turn lanes is to place the bike lane between the right-turn lane and the right-most through lane or, where right-of-way is insufficient, to use a shared bike lane/turn lane.
The design (below) illustrates conflict markings, with signage indicating that motorists should yield to bicyclists through the conflict area.
• Drop the bicycle lane in advance of the merge
area.
• Use shared lane markings to indicate shared use
of the lane in the merging zone.
Materials and Maintenance
Because the effectiveness of markings depends entirely
on their visibility, maintaining the visibility of markings should be a high priority.
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Drivers wishing to enter the right turn lane must transition across the bicycle lane in advance of the turn.
Further Considerations
• The bicycle lane maintains a straight path, and drivers must weave across, providing clear right-of-way priority to bicyclists.
• Maintaining a straight bicycle path reinforces the priority of bicyclists over turning cars. Drivers must yield to bicyclists before crossing the bike lane to enter the turn lane. • Through lanes that become turn only lanes are difficult for bicyclists to navigate and should be avoided. • The use of dual right-turn-only lanes should be avoided on streets with bike lanes (AASHTO, 2013). Where there are dual right-turn-only lanes, the bike lane should be placed to the left of both right-turn lanes; however, this merge is uncomfortable for most bicyclists. Keeping the bike lane to the right of the turn lanes is possible if a bicycle signal phase is implemented to separate bicyclists from turning vehicles.
Materials and Maintenance
Because the effectiveness of markings depends entirely
on their visibility, maintaining the visibility of markings should be a high priority.
Approximate Cost
The cost for installing bicycle lanes will depend on the implementation approach. On roadways with adequate
width for reconfiguration or restriping, costs may be
negligible when provided as part of routine overlay or
repaving projects.
Typical costs are $16,000 per mile for restriping.
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C
Combined Bike Lane/Turn Lane
Where there isn’t room for a conventional bicycle lane and turn lane a combined bike lane/turn lane creates a shared lane where bicyclists can ride and turning motor vehicles yield to through traveling bicyclists. The combined bicycle lane/turn lane places shared lane markings within a right turn only lane.
Typical Application
• Most appropriate in areas with lower posted
speeds (30 MPH or less) and with lower traffic
volumes (10,000 ADT or less).
• May not be appropriate for high speed arterials
or intersections with long right turn lanes.
• May not be appropriate for intersections with
large percentages of right-turning heavy vehicles.
Design Features
• Maximum shared turn lane width is 13 feet;
narrower is preferable (NACTO, 2012).
• Shared Lane Markings should indicate preferred
positioning of bicyclists within the combine lane.
• A “Right Lane Must Turn Right” (CA MUTCD
R3-7R) sign with an “EXCEPT BIKES” plaque may
be needed to permit through bicyclists to use a
right turn lane.
• Use “Begin Right Turn Lane Yield To Bikes”
signage (CA MUTCD R4-4) to indicate that
motorists should yield to bicyclists through the
conflict area.
• There should be a receiving bicycle lane or
shoulder on the far side of the intersection
A
A
B
C
D
D
C
B
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Approximate Cost
• The cost for installing a combined bike/turn
lane will depend on the implementation
approach. On roadways with adequate width
for reconfiguration or restriping, costs may be
negligible when provided as part of routine
overlay or repaving projects. Some roadways can
be retrofitted with simple shared lane markings
and accompanying signage.
Shared lane markings and signs indicate that bicyclists should right in the left side of this right turn only lane.
Combined Bike Lane/Turn Lane (Billings, MT)
Further Considerations
• This treatment is recommended at intersections lacking sufficient space to accommodate both a standard through bike lane and right turn lane.
• Not recommended at intersections with high peak motor vehicle right turn movements. • Combined bike lane/turn lane creates safety and comfort benefits by negotiating conflicts upstream of the intersection area.
Materials and Maintenance
Because the effectiveness of markings depends
entirely on their visibility, maintaining the visibility of markings should be a high priority.
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Design Features
• 14 foot minimum depth from back of crosswalk to
motor vehicle stop bar (NACTO, 2012).
• A “No Turn on Red” (MUTCD R10-11) sign shall
be installed overhead to prevent vehicles from
entering the Bike Box. A “Stop Here on Red”
(MUTCD R10-6) sign should be post mounted at
the stop line to reinforce observance of the stop
line.
• A 50 foot ingress lane should be used to provide
access to the box.
• Use of green colored pavement is optional but
recommended.
A
A
B
B
C
C
Typical Application
• At potential areas of conflict between bicyclists
and turning vehicles, such as a right or left turn
locations.
• At signalized intersections with high bicycle
volumes.
• At signalized intersections with high vehicle
volumes.
Bike Box
A bike box is a designated area located at the head of a traffic lane at a signalized intersection that provides bicyclists with a safe and visible space to get in front of queuing traffic during the red signal phase. Motor vehicles must queue behind the white stop line at the rear of the bike box. On a green signal, all bicyclists can quickly clear the intersection. #13..
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A bike box allows for cyclists to wait in front of queuing traffic, providing high visibility, and a head start over motor vehicle traffic.
Bike Box
Further Considerations
• This treatment positions bicycles together and on a green signal, all bicyclists can quickly clear the intersection, minimizing conflict and delay to transit or other traffic. • Pedestrians also benefit from bike boxes, as they experience reduced vehicle encroachment into the crosswalk.
• Two stage turn boxes are better treatments to facilitate bicycle turns as they are available for queing during a parallel green signal indication.
Materials and Maintenance
Because the effectiveness of markings depends
entirely on their visibility, maintaining the visibility of markings should be a high priority.
Approximate Cost
Costs will vary due to the type of paint used and the
size of the bike box, as well as whether the treatment
is added at the same time as other road treatments.
The typical cost for painting a bike box is $11.50 per
sq. foot.
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Design Features
• The two-stage turn box shall be placed in a
protected area. Typically this is within the
shadow of an on-street parking lane or separated
bike lane buffer area and should be placed in
front of the crosswalk to avoid conflict with
pedestrians.
• 6.5 feet deep by 10 feet wide is the
required minimum dimensions of the box to
accommodate three bicyclists side by side
(FHWA).
• Bicycle stencil and turn arrow pavement
markings shall be used to indicate proper bicycle
direction and positioning (NACTO, 2012).
A
A
B
B
Two-Stage Turn Boxes
Two- stage turn boxes offer bicyclists a safe way to make turns at multi-lane signalized intersections from a physically separated or conventional bike lane. On physically separated bike lanes, bicyclists are often unable to merge into traffic to turn due to physical separation, making the provision of two-stage turn boxes critical.
Typical Application
• Streets with high vehicle speeds and/or traffic
volumes.
• At intersections locations of multi-lane roads
with signalized intersections.
• At signalized intersections with a high number
of bicyclists making a left turn from a right side
facility.
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This MUTCD compliant design carves a
jughandle out of the sidewalk to provide space
for waiting bicyclists.
On separated bike lanes, the two-stage turn box
can be located in the protected buffer/parking
area.
Jughandle Turn Box Separated Bike Lane Turn Box
Further Considerations
• Provide a “No Turn on Red” sign (MUTCD R10-11) on the cross street if turning vehicles come into conflict with the placement of the turn box.
• This design formalizes a maneuver called a “box turn” or “pedestrian style turn.” • Design guidance for two-stage turns apply to both bike lanes and separated bike lanes. • Two-stage turn boxes reduce conflicts in multiple ways; from keeping bicyclists from queuing in a bike lane or crosswalk and by separating turning bicyclists from through bicyclists. • Bicyclist capacity of a two-stage turn box is influenced by physical dimension (how many bicyclists it can contain) and cycle length (how frequently the box clears). • More information on two stage turn boxes is available:
• FHWA Separated Bike Lane Planning and Design Guide
• NACTO. Urban Bikeway Design Guide. 2012
• FHWA Interim Approval-20
Approximate Cost
Costs will vary due to the type of paint used and the
size of the two-stage turn box, as well as whether the
treatment is added at the same time as other road
treatments.
The typical cost for painting a two-stage turn box is
$11.50 per square foot.
Materials and Maintenance
Because the effectiveness of markings depends
entirely on their visibility, maintaining the visibility of markings should be a high priority.
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Bicycle Detection and Actuation
At fully signalized intersections, bicycle crossings are typically accomplished through the use of a standard green signal indication for Class II and III bikeways. A number of traffic signal enhancements can be made to improve detection and actuation and better accommodate bicyclists. An exclusive bicycle phase provided by bicycle signals offers the highest level of service and protection, especially for Class I and IV bikeways, but feature the same detection and actuation devices used at intersections with standard traffic signals. For more information on bicycle signals, see Protected Bicycle Signal Phase.
Typical Application
• Bicycle detection and actuation is used to
alert the signal controller of bicycle crossing
demand on a particular approach. Proper bicycle
detection should meet at least two primary
criteria: 1) accurately detect bicyclists, and 2)
provide clear guidance to bicyclists on how to
actuate detection (e.g. what button to push or
where to stand). Additionally, new technologies
are being developed to provide feedback to
bicyclists once they have been detected to
increase the likelihood of stop compliance.
• Detection mechanisms can also provide bicyclists
with an extended green time before the signal
turns yellow so that bicyclists of all abilities can
reach the far side of the intersection.
• All new or modified traffic signals in California
must be equipped for bicyclist detection, or
be placed on permanent recall or fixed time
operation (CalTrans Traffic Operations Policy
Directive 09-06).
• Detection shall be place where bicyclists are
intended to travel and/or wait.
• On bicycle priority corridors with on-street bike
lanes or separated bikeways, consider the use of
advance detection placed 100-200 feet upstream
of the intersection to provide an early trigger to
the signal system and reduce bicyclist delay.
Design Features
• Bicycle detection and actuation systems include
user-activated buttons mounted on a pole
facing the street, in-pavement loop detectors
that trigger a change in the traffic signal when a
bicycle is detected, video detection cameras that
use digital image processing to detect a change
in the image at a location, and/or Remote Traffic
Microwave Sensor Detection (RTMS) which uses
frequency modulated continuous wave radio
signals to detect objects in the roadway.
• 6 foot by 6 foot Type C loop conductors should
be used.
• A linear pavement marking should be used to
indicate where cyclists should stand to acuate
the signal.
• Signal heads should depict green, yellow, and red
cyclist icons to communicate when the exclusive
bicycle phase is in progress.
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Bicycle push button actuators are positioned to allow
bicycle riders in roadway to stop traffic on busy crossstreets.
Type C loop detector have been shown to most
reliably detect bicyclists at all points over their
surface.
Push Button Actuation Type C Loop Detector
Materials and Maintenance
Bicycle signal detection equipment should be inspected and maintained regularly, especially if detection relies on manual actuation. Pushbuttons and loop detectors will tend to have higher maintenance needs than other passive detection
equipment.
Approximate Cost
Costs vary depending on the type of technology used, but bicycle loop detectors embedded in the pavement typically cost from $1,000-$2,000. Video detection camera systems typically range from $20,000 to $30,000 per intersection.
Other traffic signal programming enhancements can be
made to existing traffic signal hardware with relatively little to no additional hardware costs.
Further Considerations
• The location of pushbuttons should not require
bicyclists to dismount or be rerouted out of the
way or onto the sidewalk to activate the phase.
Signage should supplement the signal to alert
bicyclists of the required activation to prompt the
green phase.
• In-pavement Type C Loop detectors are induction
circuits installed within the roadway surface
to detect bicyclists as they wait for the signal.
This allows the bicyclists to stay within the lane
of travel. Loop detectors should be sufficiently
sensitive to detect bicyclists and be marked with
pavement markings instructing bicyclists on where
to stand. CAMUTCD provides guidance on stencil
markings and signage related to loop detectors.
• Remote Traffic Microwave Sensor Detection (RTMS)
is unaffected by temperature and lighting which
can affect standard video detection.
• Bicyclists typically need more time to travel
through an intersection than motor vehicles. Green
light times should be determined using the bicycle
crossing time for standing bicycles.
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Design Features
• An additional “Bicycle Signal” sign should be
installed below the bicycle signal head.
• Designs for bicycles at signalized crossings should
allow bicyclists to trigger signals via pushbutton,
loop detectors, or other passive detection, to
navigate the crossing.
• On bikeways, signal timing and actuation shall be
reviewed and adjusted to consider the needs of
bicyclists (CA MUTCD 9D.02).
Typical Use
• Two-way protected bikeways where contraflow
bicycle movement or increased conflict points
warrant protected operation.
• Bicyclists moving on a green or yellow signal
indication in a bicycle signal shall not be in
conflict with any simultaneous motor vehicle
movement at the signalized location
• Right (or left) turns on red should be prohibited
in locations where such operation would conflict
with a green bicycle signal indication.
Separated Bicycle Signal Phase
Separated bicycle lane crossings of signalized intersections can be accomplished through the use of a bicycle signal phase which reduces conflicts with motor vehicles by separating bicycle movements from any conflicting motor vehicle movements. Bicycle signals are traditional three lens signal heads with green, yellow and red bicycle stenciled lenses.
A
A
B
B
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A bicycle signal head at a signalized crossing
creates a protected phase for cyclists to safely
navigate an intersection.
A bicycle detection system triggers a change in
the traffic signal when a bicycle is detected.
Further Considerations
• A bicycle signal should be considered for use only
when the volume/collision or volume/geometric
warrants have been met (CA MUTCD 4C.102).
• The Federal Highway Administration (FHWA) has
approved bicycle signals for use, if they comply
with requirements from Interim Approval 16 (I.A.
16). Bicycle Signals are not approved for use in
conjunction with Pedestrian Hybrid Beacons.
• Bicyclists typically need more time to travel
through an intersection than motor vehicles.
Green light times should be determined using
the bicycle crossing time for standing bicycles.
• Bicycle detection and actuation systems include
user-activated buttons mounted on a pole,
loop detectors that trigger a change in the
traffic signal when a bicycle is detected and
video detection cameras, that use digital image
processing to detect a change in the image at a
location.
Materials and Maintenance
Bicycle signal detection equipment should be inspected
and maintained regularly, especially if detection relies on manual actuation. Pushbuttons and loop detectors
will tend to have higher maintenance needs than other
passive detection equipment.
Approximate Cost
Bicycle signal heads have an average cost of $12,800.
Video detection camera system costs range from
$15,000 to $25,000 per intersection.
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Design Features
• Setback bicycle crossing of 19.5 feet allows
for one passenger car to queue while yielding.
Smaller setback distance is possible in slowspeed, space constrained conditions. • Corner island with a 15-20 foot corner radius
slows motor vehicle speeds. Larger radius
designs may be possible when paired with a
deeper setback or a protected signal phase,
or small mountable aprons. Two-stage turning
boxes are provided for queuing bicyclists
adjacent to corner islands.
• Use intersection crossing markings.
Typical Use
• Streets with separated bikeways protected by
wide buffer or on-street parking.
• Where two separated bieways intersect and
two-stage left-turn movements can be provided
for bicycle riders.
• Helps reduce conflicts between right-turning
motorists and bicycle riders by reducing turning
speeds and providing a forward stop bar for
bicycles.
• Where it is desirable to create a curb extension
at intersections to reduce pedestrian crossing
distance.
Protected Intersection
A protected intersection, or “Bend Out” uses a collection of intersection design elements to maximize user comfort within the intersection and promote a high rate of motorists yielding to people bicycling. The design maintains a physical separation within the intersection to define the turning paths of motor vehicles, slow vehicle turning speed, and offer a comfortable place for people bicycling to wait at a red signal.
A
A
B
B
C
C
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Protected intersections feature a corner safety
island and intersection crossing markings.
Protected intersections incorporate queuing
areas for two-stage left turns.
Approximate Cost
The cost of protected intersection elements
vary depending on materials used and degree of
implementation desired.
• Complete reconstruction costs comparable to a
full intersection.
• Retrofit implementation may be possible at
lower costs if existing curbs and drainage are
maintained. Inexpensive materials can used, such
as paint, concrete planters, and bollards.
Further Considerations
• Pedestrian crosswalks may need to be further
set back from intersections in order to make
room for two-stage turning queue boxes.
• Wayfinding and directional signage should be
provided to help bicycle riders navigate through
the intersection.
• Colored pavement may be used within the
corner refuge area to clarify use by people
bicycling and discourage use by people walking
or driving.
• Intersection approaches with high volumes of
right turning vehicles should provide a dedicated
right turn only lane paired with a protected
signal phase. Protected signal phasing may allow
different design dimensions than are described
here.
Materials and Maintenance
• Green conflict striping (if used) will also generally require higher maintenance due to vehicle wear.
• Bikeways should be maintained so that there are
no pot holes, cracks, uneven surfaces or debris.
• Bikeways protected by concrete islands or other
permanent physical separation, can be swept by
street sweeper vehicles with narrow widths.
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05: Bicycle
Facility
Amenities
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D1-1
D11-1/D1-3a
D11-1c
A B C
Wayfinding Sign Types
The ability to navigate through a city is informed by landmarks, natural features, and other visual cues. Signs throughout the city should indicate to bicyclists the direction of travel, the locations of destinations and the travel time/distance to those destinations. A bicycle wayfinding system consists of comprehensive signing and/or pavement markings to guide bicyclists to their destinations along preferred bicycle routes.
Typical Application
• Wayfinding signs will increase users’ comfort and
accessibility to the bicycle network.
• Signage can serve both wayfinding and safety
purposes including:
• Helping to familiarize users with the bicycle
network
• Helping users identify the best routes to
destinations
• Helping to address misperceptions about time and
distance
• Helping overcome a “barrier to entry” for people
who are not frequent bicyclists (e.g., “interested
but concerned” bicyclists)
Design Features
• Confirmation signs indicate to bicyclists that
they are on a designated bikeway. Make
motorists aware of the bicycle route. Can include
destinations and distance/time but do not
include arrows.
• Turn signs indicate where a bikeway turns from
one street onto another street. These can be
used with pavement markings and include
destinations and arrows.
• Decisions signs indicate the junction of two
or more bikeways and inform bicyclists of the
designated bike route to access key destinations.
These include destinations, arrows and distances.
Travel times are optional but recommended.
A
B
C
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Wayfinding signs can include a local community
identification logo, as this example from
Oakland, CA.
Custom street signs can also act as a type of
confirmation sign, to let all users know the
street is prioritized for bicyclists.
Community Logos on Signs Custom Street Signs (Berkeley, CA) Further Considerations
• Bicycle wayfinding signs also visually cue
motorists that they are driving along a bicycle
route and should use caution. Signs are typically
placed at key locations leading to and along
bicycle routes, including the intersection of
multiple routes.
• Too many road signs tend to clutter the right-ofway, and it is recommended that these signs be posted at a level most visible to bicyclists rather
than per vehicle signage standards.
• A community-wide bicycle wayfinding signage
plan would identify:
o Sign locations
o Sign type – what information should be
included and design features
o Destinations to be highlighted on each
sign – key destinations for bicyclists
o Approximate distance and travel time to
each destination
Approximate Cost
Wayfinding signs range from $150 to $500
• Green is the color used for directional guidance
and is the most common color of bicycle
wayfinding signage in the US, including those in
the MUTCD.
• Check wayfinding signage along bikeways for
signs of vandalism, graffiti, or normal wear and
replace signage along the bikeway network
as-needed.
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Belmont
Central
Elementary
Sacred
Heart
College
Conrmation C Sign
Decision D Sign
D T Turn Sign
C
C T T
T T
C C
D
D
D
Wayfinding Sign Placement
Signs are placed at decision points along bicycle routes – typically at the intersection of two or more bikeways and at other key locations leading to and along bicycle routes.
Typical Application
Confirmation Signs
• Placed every ¼ to ½ mile on off-street facilities and every 2 to 3 blocks along on-street bicycle facilities, unless another type of sign is used (e.g., within 150
feet of a turn or decision sign).
• Should be placed soon after turns to confirm
destination(s). Pavement markings can also act as
confirmation that a bicyclist is on a preferred route.
Turn Signs
• Near-side of intersections where bike routes turn
(e.g., where the street ceases to be a bicycle route
or does not go through).
• Pavement markings can also indicate the need to
turn to the bicyclist.
Design Features
• MUTCD guidelines should be followed for
wayfinding sign placement, which includes
mounting height and lateral placement from
edge of path or roadway.
• Pavement markings can be used to reinforce
routes and directional signage.
Decision Signs
• Near-side of intersections in advance of a
junction with another bicycle route.
• Along a route to indicate a nearby destination.
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Some cities use pavement markings to indicate required turns along the bicycle route.
Wayfinding Pavement Markings
Further Considerations
• It can be useful to classify a list of destinations
for inclusion on the signs based on their relative
importance to users throughout the area. A
particular destination’s ranking in the hierarchy
can be used to determine the physical distance
from which the locations are signed. For example,
primary destinations (such as the downtown area)
may be included on signage up to 5 miles away.
Secondary destinations (such as a transit station)
may be included on signage up to two miles away.
Tertiary destinations (such as a park) may be
included on signage up to one mile away.
Approximate Cost
The cost of a wayfinding sign placement plan
depends on the scale and scope of the approach. Trail
wayfinding signage range from $500-$2000.
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Bike Parking
Bicyclists expect a safe, convenient place to secure their bicycle when they reach their destination. This may be short-term parking of two hours or less, or long-term parking for employees, students, residents, and commuters.
Typical Application
• Bicycle parking facilities shall be located in highly visible well-lighted areas. In order to maximize security, whenever possible short-term bicycle parking facilities shall be located in areas highly visible from the street and from the interior of the building they serve (i.e. placed adjacent to windows). • Bike racks provide short-term bicycle parking and is meant to accommodate visitors, customers, and others expected to depart within two hours. It should be an approved standard rack, appropriate location and placement, and weather protection.
• On-street bike corrals (also known as on-street bicycle parking) consist of bicycle racks grouped together in a common area within the street traditionally used for automobile parking. Bicycle corrals are reserved exclusively for bicycle parking and provide a relatively inexpensive solution to providing high-volume bicycle parking. Bicycle corrals can be implemented by converting one or two on-street motor vehicle parking spaces into on-street bicycle parking. Each motor vehicle parking space can be replaced with approximately 6-10 bicycle parking spaces.
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Design Features
• All bicycle facilities shall provide a minimum 4
foot aisle to allow for unobstructed access to the
designated bicycle parking area.
• Bicycle parking facilities within auto parking
facilities shall be protected from damage by cars
by a physical barrier such as curbs, wheel stops,
poles, bollards, or other similar features capable
of preventing automobiles from entering the
designated bicycle parking area.
• Bicycle parking facilities should be securely
anchored so they cannot be easily removed and
shall be of sufficient strength and design to resist
vandalism and theft.
Bike Racks
• 2 foot minimum from the curb face to avoid
‘dooring.’
• 4 feet between racks to provide maneuvering
room.
• Locate close to destinations; 50 foot maximum
distance from main building entrance.
• Minimum clear distance of 6 feet should be
provided between the bicycle rack and the
property line.
Bike Corrals
• Bicyclists should have an entrance width from
the roadway of 5-6 feet for on-street corrals.
• Can be used with parallel or angled parking.
• Parking stalls adjacent to curb extensions
are good candidates for on-street bicycle
corrals since the concrete extension serves as
delimitation on one side.
• Off-street bike corrals are appropriate where
there is a wide sidewalk furnishing zone (7 feet
or greater), or as part of a curb extension.
Perpendicular Bike Racks
Bike Corral
A
A
B
B C
C
Approximate Cost
Costs can vary based on the design and materials
used. Bicycle rack costs can range from approximately
$60 to $3,600, depending on design and materials
used. On average the cost is approximately $660.
Bicycle lockers costs range from $1,280 to $2,680.
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Signage
• Check regulatory and wayfinding signage
along bikeways for signs of vandalism,
graffiti, or normal wear.
• Replace signage along the bikeway network
as-needed.
• Perform a regularly-scheduled check on
the status of signage with follow-up as
necessary.
• Create a Maintenance Management Plan.
MAINTENANCE
Sweeping
• Establish a seasonal sweeping schedule that
prioritizes roadways with major bicycle routes.
• Sweep walkways and bikeways whenever there is an
accumulation of debris on the facility.
• In curbed sections, sweepers should pick up debris;
on open shoulders, debris can be swept onto gravel
shoulders.
A
A
G
C
D
B
B
E
F
Bikeway Maintenance
Regular bicycle facility maintenance includes sweeping, maintaining a smooth roadway, ensuring that the gutter-to-pavement transition remains relatively flush, and installing bicycle-friendly drainage grates. Pavement overlays are a good opportunity to improve bicycle facilities. The following recommendations provide a menu of options to consider to enhance a maintenance regimen.
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Roadway Surface
• Maintain a smooth pothole-free surface.
• Ensure that on new roadway construction,
the finished surface on bikeways does not
vary more than ¼ inch.
• Maintain pavement so ridge buildup does not
occur at the gutter-to-pavement transition or
adjacent to railway crossings.
• Inspect the pavement 2 to 4 months
after trenching construction activities
are completed to ensure that excessive
settlement has not occurred.
Pavement Overlays
• Extend the overlay over the entire roadway
surface to avoid leaving an abrupt edge.
• If the shoulder or bike lane pavement is of
good quality, it may be appropriate to end
the overlay at the shoulder or bike lane stripe
provided no abrupt ridge remains.
• Ensure that inlet grates, manhole and valve
covers are within ¼ inch of the finished
pavement surface and are made or treated
with slip resistant materials.
Drainage Grates
• Require all new drainage grates be bicyclefriendly, including grates that have horizontal slats on them so that bicycle tires and
assistive devices do not fall through the
vertical slats.
• Create a program to inventory all existing
drainage grates, and replace hazardous grates
as necessary – temporary modifications such
as installing rebar horizontally across the
grate should not be an acceptable alternative
to replacement.
Gutter to Pavement Transition
• Ensure that gutter-to-pavement transitions
have no more than a ¼ inch vertical
transition.
• Examine pavement transitions during every
roadway project for new construction,
maintenance activities, and construction
project activities that occur in streets.
Maintenance Activity Frequency
Inspections Seasonal – at beginning and end
of Summer
Pavement sweeping/blowing As needed, with higher frequency in the early Spring and Fall Pavement sealing 5 - 15 years
Pothole repair 1 week – 1 month after report
Culvert and drainage grate
inspection
Before Winter and after major
storms
Pavement markings replacementAs needed
Signage replacement As needed
Shoulder plant trimming
(weeds, trees, brambles)
Twice a year; middle of growing
season and early Fall
Tree and shrub plantings,
trimming
1 – 3 years
Major damage response
(washouts, fallen trees,
flooding)
As soon as possible
C
D
E
F
Landscaping
• Ensure that shoulder plants do not hang into or
impede passage along bikeways
• After major damage incidents, remove fallen
trees or other debris from bikeways as quickly as
possible
• Maintenance Management Plan
• Provide fire and police departments with map
of system, along with access points to gates/
bollards
• Enforce speed limits and other rules of the road
• Enforce all trespassing laws for people
attempting to enter adjacent private properties
G
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Modesto School
Safety Program
FINAL – AUGUST 2024
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2 MODESTO SCHOOL SAFETY PROGRAM
CONTENTS
CHAPTER 1
Introduction 4
Background
Plan Overview and Purpose
Relationship to Other Plans
Plan Focus Area
CHAPTER 2
Existing Conditions 10
Sidewalk Completeness
Marked Crosswalks
Bicycle Network
CHAPTER 3
Safety Analysis 24
Collision Trends
Collision Characteristics
Focus Safety Corridors
Prepared for:
Prepared by:
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3 CHAPTER 4
Community
Engagement 34
Overview
School District Staff Interviews
School Community Feedback
CHAPTER 5
Recommendations 38
Bicycle Corridor Improvements
Sidewalks
Spot Improvements
Programs and Policies
CHAPTER 6
Implementation 52
Prioritization
Implementation Strategies
Funding Opportunities
Appendix A 72
Appendix B 82
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CHAPTER 1
Introduction
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INTRODUCTION 5
BACKGROUND
Roadway safety for all people, no matter
how they get around, is a growing concern
across the United States. Nationally, more
than 40,000 people are killed on roadways
each year. People traveling by bicycle and on
foot are disproportionately represented in the
most severe collisions. Between 2012 and 2021,
fatal bicycle collisions have increased by 32%
and fatal pedestrian collisions have increased
by 53% across the United States.1 In the City of
Modesto, collision data reveals similar trends,
with more than, 1000 people killed or seriously
injured between 2015 and 2019, and 33% of
these incidents involved a person walking
or biking2. Further, nearly 30% of all collisions
occurred within a 1/4 mile of elementary
and middle schools and up to a 1/2 mile of
high schools.
Meanwhile, national trends show the
percentage of children walking or biking to
school has dropped significantly over the last
half century. In 1969, 48% of children walked or
biked to school. In 2017, that percentage was
only 11%.3 Parents frequently cite safety as one
of their top concerns related to allowing their
children to walk or bike to school.4
Local leaders have taken steps toward
improving roadway safety in Modesto through
projects that include the Systemic Safety
Analysis Report (SSAR, 2018), the Modesto
Non-Motorized Transportation Plan (NMTP,
2023), the Local Road Safety Plan (LRSP), and
this plan, the Modesto School Safety Program
(MSSP). By providing a more comprehensive
review of safety trends near schools, the
MSSP will identify projects that can improve
safety for some of Modesto’s most vulnerable
road users, children. The outcome of this
plan will help guide project implementation
and programming related to Measure L
Sales Tax Measure funds and grant funding
opportunities, as well as inform broader
project opportunities as the City advances
safety improvement across the community.
1 NHTSA. (2023, June). Traffic Safety Facts 2021
Data: Bicyclists and Other Cyclists. Available
at https://crashstats.nhtsa.dot.gov/Api/Public/
ViewPublication/813484.
NHTSA. (2023, June). Traffic Safety Facts 2021 Data:
Pedestrians. Available at https://crashstats.nhtsa.dot.gov/ Api/Public/ViewPublication/813458.
2 Statewide Integrated Traffic Records System (SWITRS)
Report 2015-2019
3 McDonald, N., A. Brown, L. Marchetti, and M. Pedroso. (2011, August). “U.S. School Travel 2009: An Assessment of Trends.” American Journal of Preventive Medicine 41, no. 2: 146–151.
4 National Center for Safe Routes to School. (2011). The Decline of Walking and Bicycling. Available at http://
guide.saferoutesinfo.org/introduction/the_decline_of_
walking_and_bicycling.cfm
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6 MODESTO SCHOOL SAFETY PROGRAM
PLAN OVERVIEW
AND PURPOSE
The MSSP identifies actionable
recommendations to improve safety for
people walking and biking near 68 schools
in and around Modesto. Schools included
in this study are located both within the
City of Modesto and in the surrounding
unincorporated areas of Stanislaus County.
The MSSP evaluates available data related to
existing infrastructure, such as sidewalks and
bikeways, collision reports, and input from
school district representatives and the school
communities to inform actions and strategies.
The MSSP includes the following chapters:
Chapter 1 introduces the MSSP and provides
relevant context for the report.
Chapter 2 summarizes the existing conditions
of bicycling and walking infrastructure
near schools in the City of Modesto,
including the completeness of sidewalk
and bicycling networks, the level of traffic
stress experienced by those walking and
bicycling, and the distances between crossing
opportunities for those walking.
Chapter 3 describes collisions that took place
in the city of Modesto between 2015 and 2019,
particularly those that occurred within close
proximity to schools.
Chapter 4 describes how the City engaged
the public during the development of the
MSSP to identify projects that are focused on
the needs and desires of Modesto residents.
Chapter 5 presents the final project
recommendations for the MSSP, shaped
by the existing conditions analysis, safety
analysis, and public input. The methods for
prioritization and the resulting prioritized
projects are also described in this chapter.
Chapter 6 outlines an implementation
strategy, provides a description of different
funding sources, and recommends specific
collaborations for the City of Modesto. This
chapter is intended to enable the City to begin
implementing the MSSP projects as soon as
possible.
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INTRODUCTION 7
RELATIONSHIP
TO OTHER PLANS
The MSSP builds on other recent planning
efforts, including the findings from the 2023
NMTP, the 2018 SSAR, the LRSP, and recent
transportation projects proposed by the City
of Modesto. Projects proposed within the
MSSP are consistent with the NMTP and seek
to advance the goals and objectives of each of
these previous plans. Close coordination with
the NMTP team and City staff has enabled
this consistency.
PLAN FOCUS AREA
The MSSP focuses on roadways within ¼
mile of elementary and middle schools and
within a half mile of high schools in and
around Modesto. These areas are referred
to throughout this plan as the “school study
areas” (see Map 1). Schools included in this
study represent five school districts and
include public schools both within and outside
city limits. In total, the school study areas cover
nearly 50% of city roadways and prioritize
improvements in areas where students are
most likely to walk or bike.
Throughout the document, schools are
grouped with the high school into which
students from each elementary and
middle school flow (see Map 2). This is an
organizing principle used for map displays,
tables, and discussions throughout this plan.
Conditions are generally described for areas
within 1/4 mile of elementary and middle
schools and 1/2 mile of high schools (the
school study areas) and then aggregated to
the high school catchment area. Each section
then often highlights noteworthy conditions
at individual schools as applicable.
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Map 1: School Study Area
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INTRODUCTION 9
Map 2: School Study Area / High School Catchment Areas
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CHAPTER 2
Existing Conditions
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EXISTING CONDITIONS 11
The MSSP focuses on understanding
existing infrastructure for “active” modes
of transportation around Modesto schools,
and finding opportunities for safety
improvements. Active transportation includes
walking, bicycling, and other wheeled devices
such as scooters or skateboards, and also
includes people using mobility devices such
as wheelchairs. This infrastructure includes
sidewalks, and marked crosswalks, shared use
paths, and on-street bikeways. Understanding
where this infrastructure currently exists in
combination with a robust understanding
of collision trends helps create a holistic
understanding of where the greatest active
transportation needs and opportunities
are. This chapter summarizes the existing
conditions of walking and bicycling
infrastructure in the school study area. It
builds on the review completed in the NMTP
and provides a more detailed and schoolfocused review of sidewalk and crosswalk presence in the city.
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12 MODESTO SCHOOL SAFETY PROGRAM
SIDEWALK
COMPLETENESS
Sidewalks are the foundation of a highquality pedestrian network. They provide a designated place for people to walk and roll
that is separated from motor vehicle travel,
linking people to places they want and need
to go. Sidewalks are also a key element to
improving transportation safety; the Federal
Highway Administration (FHWA) identifies
sidewalks as a proven safety countermeasure,
resulting in up to an 88% reduction in
collisions involving pedestrians.5
The City completed an inventory and assessed
where sidewalks are missing, where only one
side of the road has a sidewalk, and where
sidewalks are complete along both sides of
the road (see Map 3).
Overall, sidewalk completeness is highly
varied across the city, especially in relationship
to the type of roadway. The type of roadway
signifies the role of that roadway in the larger
network and provides insight into the width
of the roadway, the volume of traffic it carries,
and posted travel speeds. Principal arterials
are often larger roadways with higher traffic
volume and travel speeds; these roads have
a lower percentage of complete sidewalks
compared to other roadway types. Conversely,
local roadways and neighborhood collectors,
which typically carry lower volumes of traffic
and have lower posted speed limits, have a
higher percentage of complete sidewalks.
(see Table 1).
5 FHWA. (2001). An Analysis of Factors Contributing to
“Walking Along Roadway” Crashes: Research Study
and Guidelines for Sidewalks and Walkways. Report No.
FHWA-RD-01-101.
This trend is even more pronounced within
the school study areas. Some principal arterials
like Briggsmore Avenue and Pelandale
Avenue, have even lower percentages of
complete sidewalks in school study areas,
while minor arterials and collectors have
higher percentages.
For areas outside city limits, sidewalks are
typically incomplete.
Not all school areas have the same level of
sidewalk completeness. As shown in Table 2,
some school areas have significant sidewalk
gaps. The school areas with the lowest
percentage of complete sidewalks can be
found in the Modesto High catchment area
(54%), Downey High catchment area (58%),
and the Gregori High catchment area (62%).
A few schools with significant sidewalk gaps
in each of these catchment areas include
Robertson Road Elementary (Modesto High
catchment area), Evelyn Hanshaw Middle
School (Downey High catchment area),
and Stanislaus Elementary School (Gregori
catchment area).
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EXISTING CONDITIONS 13
Map 3: Sidewalk Completeness
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14 MODESTO SCHOOL SAFETY PROGRAM
Road Classification Complete Within
School Study Areas
Complete
Citywide
Principal Arterial 27% 34%
Minor Arterial 86% 64%
Collector 73% 70%
Local 70% 73%
High School Catchment Area Complete
Beyer High 77%
Davis High 85%
Enochs High 78%
Gregori High 62%
Modesto High 54%
Johansen High 69%
Downey High 58%
City of Modesto (overall) 70%
Table 1: Sidewalk Completeness by Roadway Classification Within the School Study Areas and Citywide6
Table 2: Sidewalk Completeness by High School Catchment Area and in the City of Modesto 6 School Study Areas include 1/4 mile near elementary and middle schools and 1/2 mile near high schools. #13..
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EXISTING CONDITIONS 15
MARKED
CROSSWALKS
Marked crosswalks indicate designated
locations for pedestrians to cross the roadway.
They support direct routes of travel and
through other features—such as pavement
markings, signage, or stop control—can
support safer roadway crossings. In fact,
marked crosswalks are a proven safety
countermeasure that can result in up to a 48%
reduction in pedestrian-involved collisions.
Frequent spacing of marked crosswalks
supports pedestrian activity by encouraging
crossing at marked locations with greater
driver awareness and reducing the need
for out-of-direction travel to use a marked
crosswalk. While there is no set standard
for marked crosswalk spacing in Modesto,
available guidance7 suggests that 300 feet
between crossings can best support direct
routes of travel, while distances greater than
800 feet can negatively impact pedestrianscale design. Evaluating existing marked crosswalk spacing near schools provides initial
insight into current conditions influencing
student and family travel behavior, decisionmaking, and safety. Greater crosswalk spacing may lead to more frequent mid-block
crossings. Map 4 identifies the distance
between marked crosswalks on arterial and
collector roads. The crossing distance is
broken up into different thresholds ranging
from less than 400 feet between marked
crossings to more than 1/2 mile between
marked crossings. Table 3 shows the same
distance thresholds as a percentage of the
entire roadway corridor within the school
study area and organized by high school
catchment area.
It is important to note that this analysis
evaluates only arterial and collector roadways,
as they typically present greater barriers to
travel than local roadways due to higher
speeds and traffic volumes. Further, it does
not include review of traffic control or crossing
enhancements, which can further improve
safety for crossing major roadways.
About 70% of of schools in the study area
include an arterial or collector roadway with
greater than 800 feet between marked
crosswalks. However, middle schools and high
schools are more likely to include a roadway
with insufficient crossing opportunities, as
these schools are more frequently accessed by
arterial or collector roadways, and students are
typically traveling greater distances.
On average, only 16% of arterial and collector
roads within all school study areas have
marked crosswalks at least every 800 feet,
the upper bounds of pedestrian-scale
design. This is compared to 18% of arterial or
collector roads in the city. The two high school
catchment areas with the lowest percentage
of crosswalks every 800 feet are Gregori (3%)
and Downey (7%).
7 Ewing, R., and K. Bartholomew. (2013). Pedestrianand Transit-Oriented Design. Urban Land Institute and American Planning Association.
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16 MODESTO SCHOOL SAFETY PROGRAM
Map 4: Crosswalk Locations and Spacing
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EXISTING CONDITIONS 17
Table 3: Crosswalk Spacing on Arterial and Collector Roads by High School Catchment Area8 High School
Catchment
Area
Marked Crosswalk Spacing (percentage of corridor) Total Miles of Arterial/Collector
Less than Roads
400’
400’-800’ 800’- ¼
mile
¼ mile –
½ mile
Greater
than ½
mile
Beyer High 2% 10% 22% 33% 34% 17
Davis High 3% 16% 26% 33% 22% 20
Enochs High 7% 14% 18% 24% 36% 13
Gregori High 2% 1% 8% 13% 76% 11
Modesto High 11% 15% 14% 16% 44% 16
Johansen
High
5% 9% 14% 18% 54% 19
Downey High 3% 4% 14% 34% 45% 18
All High School
Catchment
Areas (School
Study Area)
5% 11% 18% 26% 40% 109
City of
Modesto
(overall)
7% 11% 16% 28% 39% 219
8 Only includes arterial/collector roadways within 1/4 mile of elementary and middle schools and 1/2 mile of high schools (school study area)
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18 MODESTO SCHOOL SAFETY PROGRAM
BICYCLE NETWORK
The bicycle network in Modesto includes
a variety of facility types, with a combined
104.6 miles of bikeways located across the city.
As shown in Table 4, today’s bikeways include
not only bicycle lanes and bicycle routes,
but also buffered bicycle lanes and shared
use paths.
Facility Type Length (Miles)
Class I Shared Use Paths 17.1 miles
Class II Bicycle Lanes 26 miles
Class IIB Buffered Bicycle Lanes 17.3 mile
Class III Bicycle Routes 39.8 miles
Class IIIB Bicycle Boulevard 0.0 miles
Class IV Separated Bikeways 4.4 miles
Table 4: Bicycle Network in the City of Modesto
As shown in Map 5, bikeways are not
distributed evenly across the city. Areas
located north of Downtown Modesto and
south of West Briggsmore Avenue are more
likely to have bicycle facilities, and areas in
northeast and southwest Modesto have
fewer bicycle facilities. While the network
is not dense throughout the city, it is
typically continuous.
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EXISTING CONDITIONS 19
Bicycle Facilities
CLASS I SHARED USE PATH (TRAILS)
Dedicated paths for walking and bicycling
completely separate from the roadway.
CLASS II BICYCLE LANE
Striped lanes for bicyclists.
CLASS IIB BUFFERED BICYCLE LANE
Bicycle lanes that include a striped “buffer”
area either between the bicycle lane and the
travel lane or between the bicycle lane and
parked cars (sometimes in both areas).
CLASS III BICYCLE ROUTE
Signed routes for bicyclists on low-speed,
low-volume streets where roadway space is
shared with motorists.
CLASS IIIB BICYCLE BOULEVARD
Bicycle routes that are further enhanced
with traffic calming features or other treatments
to prioritize bicyclist comfort. A toolkit of bicycle
boulevard strategies can be found in the NMTP.
Treatments will be specific to each corridor and
determined based on local community input, as
well as planning and engineering judgment.
CLASS IV SEPARATED BIKEWAYS
On-street bicycle facilities with a physical barrier
between the bicycle space and motor vehicle
lanes. Barriers can include bollards, curbs,
elevation, or parking.
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20 MODESTO SCHOOL SAFETY PROGRAM
Map 5: Bicycle Network
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EXISTING CONDITIONS 21
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22 MODESTO SCHOOL SAFETY PROGRAM
While bicycle facilities are known to have
a positive impact on roadway safety, it is
important that the right type of bikeway
is selected for the roadway context. For
example, neighborhood streets that have
low traffic volumes and low travel speeds
may best accommodate bicycles with a
bicycle boulevard where through a series of
improvements to slow speeds and limit traffic
volumes, bicycle travel is prioritized. However,
major roadways that carry higher volumes
of traffic at high travel speeds may require a
separated facility, such as a separated bikeway
shared use path.
One way to analyze which type of bicycle
facility may be appropriate for a roadway
is through a Level of Traffic Stress (LTS)
assessment, which evaluates bicycle rider
comfort and stress based on factors such
as vehicle travel speed, the number of travel
lanes, and the type of bicycle facility available.
Roads are scored on a four-point scale, where
LTS 1 roadways are low-traffic, low-speed,
providing the highest level of comfort for
people biking; these are typically considered
acceptable for people of all ages and abilities.
LTS 4 roadways are high-traffic and highspeed, and thus are high stress corridors that would not be comfortable for most
people bicycling.
As shown in Map 6, many roadways within
school study areas may be suitable for
student travel (LTS 1 or LTS 2). Most routes to
school, however, often require travel along
or across a higher-stress roadway (LTS 3 and
4). Additionally, while low-stress roadways
typically surround schools in Modesto, many
schools are located on high-stress roadways,
making them uncomfortable for students to
access without additional improvements.
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EXISTING CONDITIONS 23
Map 6: Bicycle LTS
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CHAPTER 3
Safety Analysis
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SAFETY ANALYSIS 25
A robust analysis of collision data further
advances the City’s understanding of where
safety concerns are greatest in Modesto
and how those concerns impact student
and family travel and transportation
decision-making. Review of collision reports
are not intended to provide a reactionary
response; rather, review of this data helps
reveal trends and patterns that directly
inform strategies, project opportunities,
and project prioritization.
Using data from the Transportation Injury
Mapping System (TIMS)9 for the years 2015
to 2019, this plan reviews not only where
collisions occur most frequently, but also
where:
▶ Collisions involve someone walking or biking
▶ Collisions involve a youth10
▶ Collisions where someone is killed or
seriously injured (KSI)
The sections that follow highlight the
analysis approach and key findings that will
guide plan recommendations and strategies.
10 Youth are referred to as people under the age of 18 as part of the safety analysis. 9 TIMS provides data on collisions with reported injuries.
All collisions mentioned in this plan resulted in either reported minor injuries, severe injuries, or fatalities.
Collisions that involve Youth
Youth were involved in 25 percent of all collisions and 21 percent of KSI collisions reported in the City of Modesto.
Collisions that involve
people walking or biking
While just 0.6% of Modesto residents travel to work by
bicycle and 1% of residents walk to work (based on 2021 ACS Data), 7% of all collisions involve someone biking
and 9% involve someone walking.11
Collisions that result in a
severe injury or fatality
Within the school study area, 7% of collisions caused
a severe or fatal injury. 41% of severe or fatal collisions within the school study area involved someone walking
or biking.
11 American Community Survey (ACS) 2021 1-year estimates #13..
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26 MODESTO SCHOOL SAFETY PROGRAM
Severe Collisions
A total of 5,781 collisions were reported in
the City of Modesto between 2015 and 2019;
29% of these collisions occurred within 1/4
mile of elementary and middle schools and
1/2 mile of high schools (school study areas).
Of the collisions in school study areas, nearly
7% resulted in a fatality or serious injury. While
18% of all collisions involved a pedestrian
COLLISION TRENDS
0% 20% 40% 60% 80% 100%
Total Collisions 82% 11% 7%
KSI Collisions 59% 29% 12%
Motorist Pedestrian Bicyclist
Figure 1: Reported Collisions in School Study Areas13 by Mode or bicyclist, 41% of fatal or severe injury
collisions involved a pedestrian or bicyclist
(Figure 1). Despite representing just 1.6% of
commute trips, people walking and biking are
disproportionately represented in Modesto’s
most serious collisions.12
12 American Community Survey (ACS) 2021 1-year
estimates
13 School Study Areas include 1/4 mile near elementary and middle schools and 1/2 mile near high schools. #13..
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SAFETY ANALYSIS 27
Youth-Involved Collisions
Youth were involved in 25% of all collisions
and 21% of KSI collisions reported in the City of
Modesto. These rates are higher within school
study areas. 30% of all collisions in school study
areas involved youth; 29% of KSI collisions in
these areas involved youth.
0% 20% 40% 60% 80% 100%
Total Collisions 25% 30%
KSI Collisions 21% 29%
City of Modesto School Study Areas
Figure 2: Youth-Involved Collisions in the City of Modesto Compared to All School Study Areas14 Active Mode Collisions
The proportion of bicycle and pedestrian
collisions is approximately the same in the
school study areas when compared to the
city-wide percentages (Figure 2). While there
is a slightly higher proportion of pedestrian
collisions that occurred in school study areas
as compared to the city, the percentage of
collisions involving each mode of travel does
not vary significantly.
14 School Study Areas include 1/4 mile near elementary and middle schools and 1/2 mile near high schools. #13..
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28 MODESTO SCHOOL SAFETY PROGRAM
Collision Frequency
Table 5 shows the reported collision count
and the collision frequency within a 1/4 mile of
elementary and middle schools and 1/2 mile
of high schools (the school study area). The
data is organized by high school catchment
area to better understand the general collision
locations. As shown in Table 5, schools in the
Beyer, Davis, Modesto, and Downey High
School catchment areas (bold rows) have
higher reported collision rates compared to the
average within all school study areas, especially
when considering youth-involved and bicycleHigh School Catchment Area
Total
Collisions
Collisions per Centerline Mile of Roadway
Total
Collisions
KSI
Collisions
Bicycle and
Pedestrian
Collisions
Youth
Collisions
Beyer High 320 9.0 0.4 1.4 2.6
Davis High 345 6.3 0.3 1.3 1.9
Enochs High 30 1.3 0.1 0.4 0.4
Gregori High 31 2.7 0.3 0.4 1.0
Modesto High 520 13.0 0.9 2.3 3.8
Johansen High 157 3.5 0.3 0.7 1.1
Downey High 292 6.7 0.5 1.0 1.9
All High School Catchment
Areas (School Study Areas)
1,695 6.7 0.4 1.2 2.0
City of Modesto (overall) 5,781 8.0 0.5 1.3 2.0
Table 5: Reported Collision Counts in School Study Areas, Aggregated by High School Catchment Area16
and pedestrian-involved collisions.15
Schools within the Modesto and Downey High
School catchment areas have the highest rate
of KSI collisions per centerline mile of roadway
as compared to schools in other catchment
areas. These findings generally correspond to
corridors identified in Modesto’s 2018 SSAR,
including Coffee Road, Sylvan Avenue, and
Standiford Avenue.
15 Collision rates are shown based on frequency of
collisions per centerline mile. This approach helps
normalize data for comparison across school study areas. 16 School Study Areas include 1/4 mile near elementary and middle schools and 1/2 mile near high schools. Collisions are shown for the School Study Areas only and not the entire High School Catchment Areas. #13..
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SAFETY ANALYSIS 29