Emeryville City Council
April 7, 2026

City of Emeryville Page 1 of 4
Members:

Mayor Sukhdeep Kaur
Vice Mayor Matthew Solomon
Council Member David Mourra
Council Member Kalimah A. Priforce
Council Member Courtney Welch

CITY OF EMERYVILLE
AGENDA

CITY COUNCIL
Emeryville City Hall
1333 Park Avenue
Emeryville, CA 94608
(510) 596-4300 phone
(510) 450-7831 fax
www.emeryville.org
Tuesday, April 07, 2026 7:00 PM - Regular Meeting Council Chambers This meeting is being conducted in-person at
1333 Park Avenue, Emeryville, California
Public comment may be provided in-person or via email, as set forth below. Members of the public desiring to provide comments as a part of the meeting are encouraged to either submit written comments by 3:00 p.m. prior to the meeting or to attend the meeting in person.

Public comment for Council agenda items can be submitted online via our written comment card at www.emeryville.org/citycouncil. Written comments can also be submitted by email to [email protected] or to the City Clerk at [email protected]. If you would like to support, oppose, or otherwise comment on an upcoming agenda item, please send in your comments prior to the meeting.

The link below allows public viewing of the meeting (no public comment via Zoom):

Please click the link below to join the webinar:
https://emeryvilleorg.zoom.us/j/86751386145?pwd=7S6i0E0zAsMsbcyQVbWmzoFsbvpQjA.kPdHLcAuWwn6R7pl Passcode: 361072
Telephone: 669-900-6833
Webinar ID: 867 5138 6145
Passcode: 361072
A complete copy of the agenda packet is available for viewing at the Information Center at City Hall, located at 1333 Park Avenue, Emeryville, California, and on the city’s website at www.emeryville.org/citycouncil. The meeting is shown live on the City of Emeryville television channel (ETV), cable channel 27, and will be rebroadcast according to the published ETV schedule of programs. Council meetings will also be available to view through live media streaming accessible from the City of Emeryville website at www.emeryville.org/citycouncil.

City Council AGENDA April 07, 2026
City of Emeryville Page 2 of 4
You can subscribe to receive Emeryville City Council agendas via email by going to our website at www.emeryville.org/citycouncil. Simply fill out your information, check “City Council Agendas”, and click the “Subscribe” button.

All matters listed under CONSENT CALENDAR are considered to be routine and will all be enacted by one motion in the form listed below. There will be no separate discussion of these items unless good cause is shown prior to the time the Council votes on the motion to adopt. Persons who wish to speak on matters set for PUBLIC HEARINGS will be heard when the Presiding Officer calls for comments from those persons who are in support of or in opposition thereto. After persons have spoken, the Hearing is closed and brought back to Council level for discussion and action. There is no further comment permitted from the audience unless requested by the Council.

No animals shall be allowed at or brought in to a public meeting by any person except (i) as to members of the public or City staff utilizing the assistance of a service animal, which is defined as a guide dog, signal dog, or other animal individually trained to provide assistance to an individual with a disability; or (ii) as to police officers utilizing the assistance of a dog(s) in law enforcement duties.

In compliance with the Americans with Disabilities Act, a person requiring an accommodation, auxiliary aid, or service to participate in this meeting should contact the City Clerk ’s Office at 510-596-4300, as far in advance as possible, but no later than 72 hours before the scheduled event. The best effort to fulfill the request will be made. Assistive listening devices are available for anyone with hearing difficulty from the City Clerk prior to the meeting and must be returned to the City Clerk at the end of the meeting.

Public Comment: Each speaker is limited to two minutes to present their comments to the City Council at each speaking opportunity. At the discretion of the Presiding Officer, time limits may be further adjusted.

The regular and special meetings of the Emeryville City Council also serve as regular or special meetings of the City of Emeryville as Successor Agency to the Emeryville Redevelopment Agency, the Community Development Commission, and the Public Finance Authority when items are listed on the agenda.

The City Council welcomes comments, including criticism, about the policies, procedures, programs, or services of the City, or of the acts or omissions of the City Council. Speakers shall not use threatening, profane, or abusive language which disrupts, disturbs, or otherwise impedes the orderly conduct of a City Council or related meeting.

The City is committed to maintaining a workplace free of unlawful harassment and is mindful that City staff regularly attend Council meetings. Discriminatory statements or conduct that would potentially violate the Fair Employment and Housing Act – i.e., statements or conduct that is hostile, intimidating, oppressive, or abusive – is per se disruptive to a meeting and will not be tolerated.

City Council AGENDA April 07, 2026
City of Emeryville Page 3 of 4

1. CALL TO ORDER - REGULAR MEETING 7:00 PM

2. ROLL CALL

3. APPROVAL OF FINAL AGENDA

4. SPECIAL ORDERS OF THE DAY

4.1. BART PRESENTATION

4.2. ANNUAL REPORT ON BICYCLE/PEDESTRIAN ADVISORY COMMITTEE'S (BPAC) GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

4.3. BUDGET ADVISORY COMMITTEE’S ANNUAL REPORT ON COMMITTEE GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

4.4. ANNUAL REPORT ON COMMISSION ON AGING’S GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025 AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

4.5. ANNUAL REPORT ON HOUSING COMMITTEE'S GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

4.6. ANNUAL REPORT ON PARKS AND RECREATION COMMITTEE'S GOALS, PRINCIPLES AND ACCOMPLSHMENTS FOR CALENDAR YEAR 2025, AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

5. COUNCIL MEMBER SPECIAL ANNOUNCEMENTS/REPORTS ON MEETING ATTENDANCE

6. CITY MANAGER'S REPORT

6.1. STRATEGIC PLANNING/CITY GOALS QUARTERLY UPDATE

7. EX PARTE COMMUNICATIONS

8. PUBLIC COMMENT FOR CONSENT AGENDA AND ITEMS NOT ON THE AGENDA

9. CONSENT CALENDAR

9.1. ALL ORDINANCES DEEMED READ BY TITLE ONLY AND ALL FURTHER READING WAIVED

9.2. ACTION MINUTES OF THE MARCH 17, 2026, CLOSED SESSION

9.3. ACTION MINUTES OF THE MARCH 17, 2026, CITY COUNCIL MEETING

9.4. 2026 CITY COUNCIL STRATEGIC PLANNING SESSION OUTCOMES REPORT

9.5. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE SUPPORTING THE

BAY AREA AIR DISTRICT'S ZERO-EMISSION APPLIANCE RULES
City Council AGENDA April 07, 2026
City of Emeryville Page 4 of 4

9.6. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AUTHORIZING AN INCREASE TO THE POWELL STREET REDESIGN PROJECT CONTRACT WITH MIG, INC.

BY AN ADDITIONAL $13,721 FOR A TOTAL NOT TO EXCEED AMOUNT OF $263,721, AND TO EXTEND THE CONTRACT TERM THROUGH DECEMBER 31, 2026, FOR ADDITIONAL CONSULTANT TASKS FOR THE POWELL STREET REDESIGN PROJECT (CIP#24475018)

10. PUBLIC HEARINGS

10.1. INTRODUCTION AND WAIVER OF FIRST READING OF AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AMENDING TITLE 9 (PLANNING REGULATIONS)

OF THE EMERYVILLE MUNICIPAL CODE TO IMPLEMENT PROGRAMS B, HH, AND KK OF THE APPROVED 2023-2031 HOUSING ELEMENT (CEQA DETERMINATION: EXEMPT PURSUANT TO CEQA GUIDELINES SECTIONS 15162 AND 15164 AND PUBLIC RESOURCES CODE SECTION 21080.085 BECAUSE THIS ORDINANCE IMPLEMENTS THE

SCHEDULE OF ACTIONS IN AN APPROVED HOUSING ELEMENT)

10.2. INTRODUCTION AND WAIVER OF FIRST READING OF AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AMENDING SECTION 4-9.39(F) ("SPEED LIMITS") IN CHAPTER 9 ("VEHICULAR TRAFFIC AND PARKING") OF TITLE 4 OF THE EMERYVILLE

MUNICIPAL CODE
CEQA DETERMINATION: EXEMPT PURSUANT TO STATE CEQA GUIDELINES SECTION 15061(B)(3)

11. ACTION ITEMS

11.1. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE ADOPTING THE

COMMUNITY PROMOTION GRANT SUBCOMMITTEE RECOMMENDATIONS TO SELECT EMERYVILLE CHILDREN AND NATURE, ENTITLED FUTURES, FISHNETS & FILM INC.,

FRIENDS OF EMERYVILLE CHILD DEVELOPMENT CENTER, FRIENDS OF GOLDEN GATE LIBRARY, HEAD OVER HEELS GYMNASTICS, KALA INSTITUTE, MISFIT COMBAT INC., NEW ARTS FOUNDATION, RUDY’S CAN’T FAIL CAFÉ, SCIENTIFIC ADVENTURES FOR

GIRLS, SPOILED BOUTIQUE, TAIWO KOYEJO, TERESA KALNOSKAS DBA TEKA

PAINTING, AND THE EMERYVILLE HISTORICAL SOCIETY AS RECIPIENTS FOR THE

EMERYVILLE COMMUNITY PROMOTIONS GRANT PROGRAM

12. DEPARTMENT HEAD REPORTS

12.1. ANNOUNCEMENT OF COMMISSION/COMMITTEE VACANCIES

13. FUTURE AGENDA ITEM REQUESTS

14. ADJOURNMENT
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Mohamed Alaoui, Public Works Director
SUBJECT: ANNUAL REPORT ON BICYCLE/PEDESTRIAN ADVISORY

COMMITTEE'S (BPAC) GOALS, PRINCIPLES AND
ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND

PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR
2026

COMMITTEE GOALS AND PRINCIPLES
The Bicycle/Pedestrian Advisory Committee (BPAC) works with the City Council and City staff to improve access, infrastructure, and safety for people who ride a bike, walk, roll, or take transit in Emeryville.

ACCOMPLISHMENTS FOR CALENDAR YEAR 2025
▪ Attendance at Events: Contributed to record attendance at “Bike to Wherever Day” and the “Holiday Bike Parade”.
▪ Major Infrastructure Projects: Provided extensive feedback on major upcoming infrastructure projects: ACTC San Pablo Avenue Corridor projects, 40th Street Multimodal Project, and Adeline Link, with particular attention to intersection treatments and bicycle/pedestrian improvements.
▪ Bike/Ped Marina Access: Provided feedback and guidance to City staff to enhance Emeryville Marina access for pedestrians and increase safe routing for cyclists, as well as advocated for bringing a bikeshare station further west on Powell Street toward Marina Park.
▪ Policy: Advocated for policy changes regarding bike parking requirements for new developments, daylighting curb painting and sidewalk maintenance. ▪ Public Art: Hosted and facilitated an open house for the 40th Street Public Art & Wayfinding project; provided feedback to City staff on the passive pedestrian detection marking program.

TOP PRIORITIES FOR CALENDAR YEAR 2026
▪ Powell/Christie Intersection: Continue to effectively advocate for the City to improve the safety and accessibility of this intersection for pedestrians and cyclists. Investigate developing additional safe infrastructure (i.e. construction of an elevated walkway) recommendations to the 2028-2033 CIP with a “top-3 priority for action” of all CIP projects.

Bicycle/Pedestrian Advisory Committee Annual Report
City Council Meeting | April 7, 2026

▪ Bike/Ped Marina Access: Continue to improve safe pedestrian and cyclist routing and access to Emeryville Marina, especially when traveling from east to west. ▪ Improve Diversity and Engagement With BPAC: Encourage increased membership and participation at BPAC, and communication within the community in general regarding bicycle and pedestrian issues. ▪ Bicycle Friendly Community: Collaborate with City staff to reapply for Bicycle Friendly Community status, a designation last achieved by the City in 2016. ▪ Wayfinding: Encourage implementation of wayfinding plan improvements as opportunities arise.

STRATEGIC PLAN CONNECTION
BPAC’s accomplishments and priorities align most closely with the following City Council Multi-Year Goals:
▪ Livable, Safe and Vibrant Community: Public safety services, housing, long range and current planning, recreation, parks, events, engaged community members and partners, arts and creativity, concern for the vulnerable. ▪ Quality Infrastructure and Environmental Stewardship: Maintenance and improvement of infrastructure, facilities, fleet, climate policies.

First Highlighted Priority
Powell/Christie Intersection: Continue to effectively advocate for the City to improve the safety and accessibility of this intersection for pedestrians and cyclists. Investigate developing additional safe infrastructure (i.e. Construction of an elevated walkway) recommendations to the 2028-2033 CIP with a “top-3 priority for action” of all CIP projects.

Second Highlighted Priority
Bike/Ped Marina Access: Continue to improve safe pedestrian and cyclist routing and access to Emeryville Marina, especially when traveling from east to west.

CONCLUSION
People walking, biking and riding transit should be able to safely and quickly move about the city regardless of age, physical ability, race, sex gender, sexual orientation, religion, national origin, or immigration status. BPAC works to recommend policies and projects to achieve this goal.

PREPARED BY: Phillip Toste, Committee Secretary
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Sharon Friedrichsen, Finance Director
SUBJECT: BUDGET ADVISORY COMMITTEE’S ANNUAL REPORT ON

COMMITTEE GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR
CALENDAR YEAR 2025; AND PROPOSED COMMITTEE
PRIORITIES FOR CALENDAR YEAR 2026

COMMITTEE GOALS AND PRINCIPLES
The Budget Advisory Committee (BAC) was established by the City Council to provide input and recommendations regarding City policies, priorities, and feedback related to the City’s budget. The BAC has five members appointed by the City Council, which includes two residents, two business representatives and one City labor representative. The Committee’s regular meeting schedule is six times a calendar year.

ACCOMPLISHMENTS FOR CALENDAR YEAR 2025
The BAC provided several recommendations to the City Council as part of the Committee’s accomplishments for 2025. Highlights for 2025 are noted below:
▪ Provided recommendations to Council on budget strategies to address the projected General Fund deficit as part of the development of the FY 2025-2027 biennial budget ▪ Provided recommendations to Council on the City’s Investment Policy to increase diversification of the portfolio and enhance financial safeguards ▪ Recommended Business License Modernization and Parcel Tax revenue measures to Council for consideration for placement on the November 2026 General Election ballot to address the General Fund deficit
▪ Provided recommendations to Council to expand BAC membership opportunities ▪ Reviewed the Master Fee Schedule for Fiscal Year 2025-2026 ▪ Reviewed the Section 115 Pension Trust Status and Investment Portfolio ▪ Reviewed the Fiscal Year 2024-2025 Audited Financial Statements and Reports Budget Advisory Committee Report to City Council
City Council Meeting | April 7, 2026

Top Priorities for Calendar Year 2026
First Highlighted Priorities
Strategic Revenue Allocation Review and Recommendations to Council as Applicable Ongoing Budget Variance Review and Recommendations to Council as Applicable Section 115 Pension Trust Policy and Use Recommendations to Council General Fund Investment Policy Recommendations to Council These priorities are largely derived from the Committee’s goal for 2026 to develop ways to proactively identify potential fiscal issues and bring forward recommended changes to existing Council policies as applicable. In addition, the first three priorities also align with the development of the next biennial budget process for Fiscal Years 2027-2028 and 2028-2029, which will begin in the latter part of calendar year 2026. Working on these priorities before the budget process will allow the Committee to provide recommendations regarding the budget framework and policies for the upcoming biennial budget cycle.

Strategic revenue allocation review involves looking at revenues and their correlated uses and reviewing existing policies on expenditure and reserves policies for the General Fund to help ensure revenues are prioritized to fund ongoing core services. It includes reviewing revenue trends, budget variances and long-term financial forecasts across funds and exploring how volatile and one-time revenues are allocated toward ongoing core services, projects and reserves.

Based upon the projected General Fund deficit, in addition to reviewing revenues, the Committee has identified examining pension expenditures as a priority for 2026. In particular, the Committee will evaluate the strategic advantage of when and how to use the existing Section 115 Trust to address rising pension costs. In addition to the potential use of the Trust, the Committee will provide recommendations to Council regarding ways to increase the Trust balance, including strategies to replenish the Trust balance if, any when, it is used in the future.

The Section 115 Trust priority is based upon the development of a new policy regarding when to use the Trust to mitigate pension costs and how to allocate funds to the Trust, which may be treated like a reserves policy. The investment policy review, however, is predicated on how to manage the City’s investment portfolio by providing guidelines on investment strategies that provide safety, sufficient liquidity and earn a commensurate rate of return consistent with the constraints imposed by the safety and liquidity objective.

The BAC reviews the investment policy annually and provides recommendations to the Council on possible adjustments to the policy based on such factors as changes in economic conditions and State law.

Second Highlighted Priorities
Cost Allocation Plan and User Fee Update
Fiscal Year 2026-2027 Mid-Biennial Budget Update
Budget Advisory Committee Report to City Council
City Council Meeting | April 7, 2026

The second highlighted priorities include the review of the Cost Allocation Plan (CAP) and User Fee Update Study. The BAC typically reviews the master fee schedule each fiscal year and provides recommendations to Council. Currently the CAP and General Fund user fees are undergoing a comprehensive review and staff anticipates that there will be new recommendations presented to the Committee before Council consideration of the CAP and master fee schedule for Fiscal Year 2026-2027.

Council adopted the biennial budget for Fiscal Year 2025-2026 and 2026-2027 on June 3, 2025. Staff are in the process of updating revenue and expenditure projections and identifying any new critical expenditures that were not included within the adopted budget.

The Fiscal Year 2026–2027 Mid-Biennial Budget Update will be presented to the BAC.

Based on any proposed adjustments to General Fund revenues and expenditures, the BAC may be asked to provide recommendations to the Council.

CONCLUSION
The BAC has provided recommendations to Council on strategies to balance the budget, including making recommendations regarding the possible placement of revenue measures on the ballot in November 2026. The Committee has reviewed the investment policies and performance of the City’s various investment portfolios to help ensure a favorable return on investment while adhering to strict fiscal safeguards. The BAC looks forward to continuing to provide input to the Council on options to preserve and prioritize core services and balance the budget in the upcoming fiscal years.

PREPARED BY: Sharon Friedrichsen, Committee Secretary
[THIS PAGE INTENTIONALLY LEFT BLANK]
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Rebecca Sermeno, Community Services Director SUBJECT: ANNUAL REPORT ON COMMISSION ON AGING’S GOALS,

PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR
2025 AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR
YEAR 2026

COMMITTEE GOALS AND PRINCIPLES
The City of Emeryville’s Commission on Aging is dedicated to promoting a dignified, healthful quality of life for older adults by advocating for vital services, providing opportunities to develop a meaningful fellowship, offering lifelong learning activities, and being an accessible community resource.

ACCOMPLISHMENTS FOR CALENDAR YEAR 2025
▪ Help Desk launched for resource and assistance at the Emeryville Senior Center ▪ Bench installation project (42 benches with backs)
▪ Scam/fraud prevention programming was introduced at the Emeryville Senior Center ▪ Initiated “Memorial of our Own” project
▪ Website improvements in collaboration with IT & City Hall TOP PRIORITIES FOR CALENDAR YEAR 2026
▪ Pedestrian safety advocacy focusing on specific major intersections ▪ Establish Alzheimer’s/Dementia support group
▪ Food insecurity initiatives
▪ Outreach to homebound seniors and Friendly Visitor Program ▪ Continue to move the “Memorial of Our Own” project forward ▪ Senior demographic data request and purpose
First Highlighted Priority
Improve public safety by working with other commissions to elevate improved safety for pedestrians.

Second Highlighted Priority
Establish Alzheimer’s/Dementia support group at the Emeryville Senior Center

CONCLUSION
Commission on Aging Annual Report
City Council Meeting | April 7, 2026

There exists significant potential to enhance the well-being of seniors in the Emeryville community, and our objective is to elevate their quality of life by fostering a vibrant, joyful, and supportive environment.

PREPARED BY: Hazel Barry, Recreation Supervisor
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Chadrick Smalley, Community Development Director SUBJECT: ANNUAL REPORT ON HOUSING COMMITTEE'S GOALS,

PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR
2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR
YEAR 2026

RECOMMENDATION
Staff recommends the City Council accept this report on the Housing Committee’s accomplishments in 2025 and proposed priorities for 2026.

COMMITTEE GOALS AND PRINCIPLES
The Housing Committee provides input and recommendation regarding City policies, priorities and feedback related to the City’s housing policies and programs.

ACCOMPLISHMENTS FOR CALENDAR YEAR 2025
Annual Reports
• Housing Element Annual Report – In February 2025, the Housing Committee reviewed and recommended that the City Council approve the Calendar Year 2024 Annual Progress Report for the 2023-2031 Housing Element. This report describes implementation status of a variety of programs’ objectives as well as housing production that occurred in 2024. The City Council approved the 2024 Housing Element Annual Report on March 18, 2025.
• Housing Successor Agency Annual Report –In March 2025, the Housing Committee reviewed and recommended that the City Council approve the Fiscal Year (FY) 2024 Housing Successor Agency Annual Report. This report describes the financials, housing assets and activities of the Low-Moderate Housing Asset Fund that occurred in FY 2024. The City Council approved the FY 2024 Housing Successor Agency Annual Report on March 18, 2025.

Housing Committee Annual Report
City Council Meeting | April 7, 2026

• Affordable Housing Plan Annual Reports – In April 2025, the Housing Committee reviewed the Affordable Housing Plan Annual Reports, which includes the 2021- 2024 Affordable Housing Administration & Expenditure Plan Annual Report, the 2023-2024 Measure C Annual Report, and the 2024 Affordable Housing Program Annual Report. The Affordable Housing Administration and Expenditure Plan section of the report describes the financial status of all of the affordable housing financial resources and program implementation of the various housing programs and projects. The Measure C Housing Bond section of the report outlines the expenditure status and performance outcomes of the Measure C Housing Bond, specifically. The Affordable Housing Program section of the report details the City’s rental development portfolio and the associated vacancy rates in 2024, as well as the City’s homeowner development portfolio and the homeowner’s owner occupancy compliance status in 2024. The City Council accepted the Affordable Housing Annual Reports in January 2025.
• Analysis of Impediments to Fair Housing Annual Report – In November 2025, the Housing Committee reviewed the city’s implementation status of various fair housing actions in support of the Alameda County Analysis of Impediments to Fair Housing Annual Report. Alameda County submits this report to the U.S.

Department of Housing and Urban Development with its Consolidated Plan.

Tenant Protection Updates
In March, April, June, September and November, the Housing Committee discussed various topics, policies, data and research related to how the City can improve tenant protections. Topics discussed included:
• Proposed Policy on Tenants’ Rights to Organize
• Research on Rental Junk Fees
• 3-Day Notice Trends in Emeryville
• Overview of the Bay Area Eviction Study
• Tenant Protection Project Survey Results
The Housing Committee’s discussion on these topics has provided direction to staff on a variety of policy updates to the City’s Landlord and Tenant Relations Ordinance (Chapter 40 of Title 5 of the Emeryville Municipal Code) as well as the Affordable Housing Program Ordinance (Article 4 of Chapter 5 of Title 9 of the Emeryville Municipal Code), which will be presented to the City Council for review in 2026.

TOP PRIORITIES FOR CALENDAR YEAR 2026
First Highlighted Priority
Tenant Protections Updates was identified as the top priority of the Housing Committee for 2026. The City has received a Transit Oriented Communities grant to support the creation of additional tenant protection policies and, in August 2025, the City contracted with a consultant to work with staff on modifying Chapter 40, Title 5 of the Emeryville Municipal Code, and the Housing Committee will be responsible for reviewing the following policy topics:

Housing Committee Annual Report
City Council Meeting | April 7, 2026

• Expanding Just Cause Eviction Protections for Below Market Rate (BMR) Tenants • Developing a Tenants’ Right to Organize Policy
• Modifying the Just Cause and No-Fault Eviction Restrictions • Modifying the Relocation Assistance and Right to Return Policies • Modifying the Anti-Harassment Restrictions
• Developing a Temporary Relocation Assistance Policy
Second Highlighted Priority
Affordable Housing Program Updates was identified as the second top priority of the Housing Committee for 2026. The Affordable Housing Program establishes the requirements for the creation of BMR units in the City and is codified in Article 4, Chapter 5, Title 9 of the Emeryville Municipal Code. Staff have outlined the following topics that affect BMR units that the Housing Committee will be responsible for reviewing:
• Amendments to the Affordable Housing Program Regulations (In process) • Changes to the BMR Homeowner Resale Process
• Updating the City’s Live/Work/School Preference Policy for BMR Units • Updates to the BMR Tenant Recertification Guidelines (In process) Additional Highlighted Priorities
There are many housing-related projects and programs that are in the Housing Element Workplan and Affordable Housing Expenditure Plan that the Housing Committee will need to provide input on over the next two years. Within these two plans, the Housing Committee would like to address the following in 2026:
• 4300 San Pablo Affordable Housing (Affordable Housing Expenditure Plan) • Accessory Dwelling Unit (ADU) Incentives (Housing Element Program D) • Homeowner Retention Program (Housing Element Program J) • Housing for Artists (Housing Element Program Q)

STRATEGIC PLAN CONNECTION
The Housing Committee has worked on in 2025, or will prioritize in 2026, the following activities within the Livable, Safe and Vibrant Community goal of the Strategic Plan:
• Housing Element Implementation
• Measure C Bond Programs
• Tenant Protection Updates
• 4300 San Pablo Affordable Housing

CONCLUSION
The Housing Committee is eager to continue having robust conversations on various housing issues in Emeryville and to advise the City Council on housing policy issues.

Housing Committee Annual Report
City Council Meeting | April 7, 2026

PREPARED BY: Valerie F. Bernardo, Economic Development & Housing Manager City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Rebecca Sermeno, Community Services Director SUBJECT: ANNUAL REPORT ON PARKS AND RECREATION COMMITTEE'S

GOALS, PRINCIPLES AND ACCOMPLSHMENTS FOR CALENDAR
YEAR 2025, AND PROPOSED COMMITTEE PRIORITIES FOR
CALENDAR YEAR 2026

BACKGROUND
The Parks and Recreation Committee advocates, advises and supports the City to maintain, improve and expand parks, green space, and recreation programs for the community. The Committee strives to improve access for Emeryville residents to park space and increase recreational opportunities for the local community. The Committee also advocates for building resilience to climate change, restoring public lands and ecosystems, and equitably connecting people to nature, for improved mental, physical and social health of our community.

ACCOMPLISHMENTS FOR CALENDAR YEAR 2025
▪ Strengthened collaboration with Public Works, resulting in:
➢ Installation of 10 new dog waste bag dispensers
➢ Removal of public access to electrical outlets along the Greenway, reducing PD responses
➢ Safety improvements to the Greenway pathway
➢ Reviewed and provided feedback on the McLaughlin design. ▪ Collaborated with Emeryville Children and Nature to launch a pilot Nature Exploration Area (NEA) at Stanford Park.
▪ Initiated a quarterly park site visit program for committee members to provide feedback on all parks.
▪ Continued supporting progress on McLaughlin Eastshore Park. ▪ Coordinated with Public Works on park projects, the Tree Canopy Project Study, and other items.
▪ Advocated for increasing dog bag dispensers across all parks (10 additional dispensers installed, including 53rd Ave by ECCL).
▪ Supported staff with design and distribution of the citywide Parks Survey. ▪ Reviewed survey results (276+ responses across demographic and geographic groups).
▪ Supported the development of the Emeryville Children’s Outdoor Bill of Rights.

Parks & Recreation Annual Report
City Council Meeting | April 7, 2026

▪ Provided feedback on new city parks web pages.
▪ Participated in allocating Community Services Grants. ▪ Volunteered at the City’s Harvest Festival.
▪ Conducted 17 individual park tours.

PRIORITIES FOR CALENDAR YEAR 2026
▪ Collaborate with the City to begin updates to the Parks & Recreation Strategic Plan.
▪ Support current programming across parks and recreation services. ▪ Promote and educate the public on See. Click. Fix., including identifying park maintenance needs.
▪ Create more Emeryville-specific community traditions. ▪ Advocate for:
➢ Increased accessibility
➢ Climate resilience
➢ Urban greening
▪ Expand Love Your Parks clean-up events.
▪ Help develop a community programming survey.
▪ Review potential revenue-generating opportunities for parks and recreation. ▪ Support community pet health and safety initiatives, including:
▪ Public education on health and environmental impacts of pet waste ▪ General pet safety (leash use, registration, foxtail awareness, safe walking paths)

CONCLUSION
The Park and Recreation Committee will continue to advocate for the City to continue to prioritize parks and recreation and the operations and maintenance of all parks. This Committee considers parks to be essential infrastructure.

PREPARED BY: Rebecca Sermeno, Community Services Director City of Emeryville Page 1 of 2
Members:

Mayor Sukhdeep Kaur
Vice Mayor Matthew Solomon
Council Member David Mourra
Council Member Kalimah A. Priforce
Council Member Courtney Welch

CITY OF EMERYVILLE

MINUTES

CITY COUNCIL

SPECIAL CLOSED SESSION
Emeryville City Hall
1333 Park Avenue
Emeryville, CA 94608
(510) 596-4300 phone
(510) 450-7831 fax
www.emeryville.org
Tuesday, March 17, 2026 6:00 PM Council Chambers

1. CALL TO ORDER
The meeting was called to order at 6:00 p.m.

2. ROLL CALL

Present: Mayor Sukhdeep Kaur, Vice Mayor Matthew Solomon, Council Member David Mourra, Council Member Kalimah Priforce, Council Member Courtney Welch

Absent: None

3. EX PARTE COMMUNICATIONS
No ex parte communications were reported.

4. PUBLIC COMMENT (on Closed Session items only)
0 speakers.

5. CLOSED SESSION - CITY OF EMERYVILLE

5.1. CONFERENCE WITH LABOR NEGOTIATORS, Pursuant to Government Code Section 54957.6:

5.1.1. Agency Designated Representatives: LaTanya Bellow, City Manager; Lilybell Nakamura, Human Resources Director; Jeff Bailey, IEDA; John Kennedy, City Attorney
Employee Organization: Emeryville Association of Confidential Administrative Management and Professional Employees (CAMP) City Council MINUTES March 17, 2026
City of Emeryville Page 2 of 2

5.1.2. Agency Designated Representatives: LaTanya Bellow, City Manager; Lilybell Nakamura, Human Resources Director; Jeff Bailey, IEDA; John Kennedy, City Attorney
Employee Organization: Emeryville Police Managers Association (EPMA)

5.1.3. Agency Designated Representatives: LaTanya Bellow, City Manager; Lilybell Nakamura, Human Resources Director; Jeff Bailey, IEDA; John Kennedy, City Attorney
Employee Organization: Service Employees International Union (SEIU), Local 1021

5.1.4. Agency Designated Representatives: LaTanya Bellow, City Manager; Lilybell Nakamura, Human Resources Director; Jeff Bailey, IEDA; John Kennedy, City Attorney
Employee Organization: Unrepresented Employees

6. REPORTING OUT OF CLOSED SESSION
City Attorney John Kennedy stated that there were no reportable actions taken.

7. ADJOURNMENT
The meeting adjourned at 6:36 p.m.

I HEREBY CERTIFY that the foregoing minutes were duly and regularly adopted at a special meeting of the Emeryville City Council.
/s/ April Foran, CMC
City Clerk
City of Emeryville Page 1 of 4
Members:

Mayor Sukhdeep Kaur
Vice Mayor Matthew Solomon
Council Member David Mourra
Council Member Kalimah A. Priforce
Council Member Courtney Welch

CITY OF EMERYVILLE

MINUTES

CITY COUNCIL
Emeryville City Hall
1333 Park Avenue
Emeryville, CA 94608
(510) 596-4300 phone
(510) 450-7831 fax
www.emeryville.org
Tuesday, March 17, 2026 7:00 PM Council Chambers

1. CALL TO ORDER - SPECIAL MEETING 6:30 PM
The meeting was called to order at 6:36 p.m.

2. STUDY SESSION

2.1. STUDY SESSION REGARDING THE EMERYVILLE ARTS CENTER Community Development Director Chadrick Smalley gave a presentation and answered Council Member questions.

4 speakers.

The City Council agreed to support the staff recommendations:

1. ACAG’s recommendation to proceed with a phased approach, beginning with establishing a temporary, non-fiduciary steering group to guide development for an operating entity, with this work supported by specialized expertise in governance design and organizational formation.

2. Support the concept of a reallocation of a portion of the capital funds programmed for the Arts Center Project to initial start costs of the new operating entity.

3. ROLL CALL

Present: Mayor Sukhdeep Kaur, Vice Mayor Matthew Solomon, Council Member David Mourra, Council Member Kalimah Priforce, Council Member Courtney Welch

4. ADJOURNMENT
The meeting adjourned at 7:22 p.m.

City Council MINUTES March 17, 2026
City of Emeryville Page 2 of 4

1. CALL TO ORDER - REGULAR MEETING 7:00 PM
The meeting was called to order at 7:22 p.m.

2. ROLL CALL

Present: Mayor Sukhdeep Kaur, Vice Mayor Matthew Solomon, Council Member David Mourra, Council Member Kalimah Priforce, Council Member Courtney Welch

3. APPROVAL OF FINAL AGENDA
MOVED by Solomon and SECONDED by Welch to approve the final agenda.

RESULT: Passed [5 TO 0]
AYES: Kaur, Solomon, Mourra, Priforce, Welch
NOES: None

4. SPECIAL ORDERS OF THE DAY

4.1. ECONOMIC DEVELOPMENT ADVISORY COMMITTEE’S ANNUAL REPORT ON

COMMITTEE GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

4.2. PUBLIC ART COMMITTEE ANNUAL REPORT ON COMMITTEE GOALS, PRINCIPLES AND ACCOMPLISHMENTS FOR CALENDAR YEAR 2025; AND PROPOSED COMMITTEE PRIORITIES FOR CALENDAR YEAR 2026

5. COUNCIL MEMBER SPECIAL ANNOUNCEMENTS/REPORTS ON MEETING ATTENDANCE Council Member Priforce reported that he attended Lunar New Year celebrations.

6. CITY MANAGER'S REPORT

7. EX PARTE COMMUNICATIONS
Mayor Kaur reported that she received communications on 40th Street.

8. PUBLIC COMMENT FOR CONSENT AGENDA AND ITEMS NOT ON THE AGENDA 9 speakers.

9. CONSENT CALENDAR
Human Resources Director Lilybell Nakamura verbally announced as required by SB 707 that the City Attorney contract (item 9.8) includes a 4% salary increase and the City Manager contract (previously approved) also includes a 4% salary increase.

MOVED by Solomon and SECONDED by Welch to approve the consent calendar, excluding item

9.11. RESULT: [5 TO 0]
AYES: Kaur, Solomon, Mourra, Priforce, Welch
City Council MINUTES March 17, 2026
City of Emeryville Page 3 of 4
NOES: None

9.1. ALL ORDINANCES DEEMED READ BY TITLE ONLY AND ALL FURTHER READING WAIVED

9.2. WARRANTS

9.3. ACTION MINUTES OF THE FEBRUARY 20, 2026, SPECIAL CITY COUNCIL MEETING (STRATEGIC PLANNING SESSION)

9.4. ACTION MINUTES OF THE MARCH 3, 2026, CLOSED SESSION

9.5. ACTION MINUTES OF THE MARCH 3, 2026, CITY COUNCIL MEETING

9.6. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AUTHORIZING THE

CITY MANAGER TO ENTER INTO AN OPERATIONAL AREA EMERGENCY MANAGEMENT

ORGANIZATION AGREEMENT WITH THE COUNTY OF ALAMEDA AND OTHER CITIES,

SPECIAL DISTRICTS AND PUBLIC BENEFIT NON-PROFIT CORPORATIONS FOR

PARTICIPATION IN THE ALAMEDA COUNTY OPERATIONAL AREA EMERGENCY

MANAGEMENT ORGANIZATION

9.7. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AUTHORIZING THE

CITY MANAGER TO EXECUTE A THIRD AMENDMENT TO THE PROFESSIONAL SERVICES CONTRACT WITH MAZE & ASSOCIATES TO EXTEND THE AGREEMENT FROM JULY 1, 2026 TO DECEMBER 31, 2026 FOR AN ADDITIONAL AMOUNT NOT TO EXCEED $141,200 AND A TOTAL CONTRACT AMOUNT NOT TO EXCEED AMOUNT OF $820,857 FOR

FINANCIAL AUDIT AND RELATED SERVICES

9.8. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE APPROVING THE

AGREEMENT OF EMPLOYMENT BETWEEN THE CITY OF EMERYVILLE AND JOHN

KENNEDY AS CITY ATTORNEY

9.9. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE APPROVING THE 2025 GENERAL PLAN ANNUAL PROGRESS REPORT AND AUTHORIZING SUBMITTAL TO THE GOVERNOR’S OFFICE OF LAND USE AND CLIMATE INNOVATION AND TO THE

CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

9.10. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AUTHORIZING THE

CITY MANAGER TO SUBMIT AN APPLICATION FOR PROHOUSING INCENTIVE PROGRAM

FUNDS FROM THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT; ACCEPT PROHOUSING INCENTIVE PROGRAM FUNDS; AND ENTER

INTO A CALIFORNIA STANDARD AGREEMENT

9.11. RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AUTHORIZING THE

CITY MANAGER TO EXECUTE A THIRD AMENDMENT TO THE PROFESSIONAL SERVICES

CONTRACT WITH DIABLO ENGINEERING GROUP FOR COSTS FOR ADDITIONAL SERVICES ASSOCIATED WITH THE 40TH STREET MULTIMODAL PROJECT, AND INCREASING THE TOTAL CONTRACT COMPENSATION BY $1,437,285.00 FOR A TOTAL CONTRACT AMOUNT NOT TO EXCEED $5,010,280.84
MOVED by Solomon and SECONDED by Welch to approve the consent calendar, excluding item

9.11. Priforce voted aye on the consent calendar and was recused on item 9.11 RESULT: [4 TO 0]
City Council MINUTES March 17, 2026
City of Emeryville Page 4 of 4
AYES: Kaur, Solomon, Mourra, Welch
RECUSED: Priforce

10. PUBLIC HEARINGS

11. ACTION ITEMS

11.1. 40TH STREET MULTIMODAL PROJECT ENVIRONMENTAL CLEARANCE APPROVAL Council Member Priforce recused himself for this item.

Senior Civil Engineer Ryan O’Connell made a presentation and answered Council Member questions.

24 speakers.

MOVED by Mourra and SECONDED by Welch to approve the resolution.

RESULT: Passed [3 TO 1]
AYES: Solomon, Mourra, Welch
NOES: Kaur
RECUSE: Priforce

12. DEPARTMENT HEAD REPORTS

12.1. ANNOUNCEMENT OF COMMISSION/COMMITTEE VACANCIES
City Clerk April Foran announced that the Annual advisory body recruitment opens March 20 for terms beginning July 1, 2026. All advisory bodies have member terms expiring and the application is available on the website.

13. FUTURE AGENDA ITEM REQUESTS

14. ADJOURNMENT
The meeting adjourned at 9:32 p.m.

I HEREBY CERTIFY that the foregoing minutes were duly and regularly adopted at a meeting of the Emeryville City Council.
/s/ April Foran, CMC
City Clerk
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:LaTanya Bellow, City Manager
SUBJECT: 2026 CITY COUNCIL STRATEGIC PLANNING SESSION

OUTCOMES REPORT

RECOMMENDATION
The City Manager recommends that the City Council review and receive the attached report.

DISCUSSION
On February 20, 2026, the City Council held a Strategic Planning Session facilitated by Raftelis. The session was attended by the five Council Members, the City Manager, the City Attorney, the Executive Team, and several department managers in the afternoon.

During the session the City Manager provided an update on the 2025-2026 Strategic Plan goals and status, the City Attorney reviewed governance roles and requirements, and the City Council identified four priorities for 2026-2028:
▪ a Revenue Measure for 2026
▪ the Sutter Health Development
▪ the 40th Street Redesign
▪ the Art Center Project.

All of these outcomes are detailed in the attached report.

ATTACHMENTS
▪ Attachment A – 2026 City Council Strategic Planning Outcomes Report City Council Strategic Planning Session Held
February 20, 2026
Summary Report
City of Emeryville, CA
City of Emeryville Page 2
City Council Strategic Planning Session Summary Report
Trusted Advisors Transforming Communities
The City of Emeryville, California, held a City Council Strategic Planning Session on February 20, 2026, from 10:00 a.m. to 1:30 p.m. in the Emeryville Childhood Development Center. The session was planned and facilitated by Raftelis, in collaboration with the City Manager’s Office.

Key Outcomes of the Day
• City Manager provided an update on the Strategic Plan, including status of the Council’s priorities established last year
• The Council identified the following four priorities for 2026-2028:
• City Attorney reviewed governance requirements imbedded in the City’s Charter, Municipal Code, Code of Ethics, and California Government Code
Sutter Health
Development
Revenue
Measures for
2026
40th Street
Redesign
Art Center
Project
City of Emeryville Page 3
City Council Strategic Planning Session Summary Report
Trusted Advisors Transforming Communities
Participants
The City Council and City’s Executive Team members participated in the session, as follows:
• Sukhdeep Kaur, Mayor
• Matthew Solomon, Vice Mayor
• Kalimah Priforce, Council Member
• Courtney Welch, Council Member
• David Mourra, Council Member
• LaTanya Bellow, City Manager
• Pedro Jimenez, Assistant City Manager
• John Kennedy, City Attorney
• April Foran, City Clerk
• Lilybell Nakamura, HR Director
• Sharon Friedrichsen, Finance Director
• Chadrick Smalley, Community
Development Director
• Mohamed Alaoui, Public Works Director
• Michael Parenti, IT Director
• Rebecca Sermeno, Community Services
Director
• Jeff Jennings, Police Chief
• Randall West, Fire Chief
Facilitators: Jan Perkins and Polly Englot of Raftelis
Session Objectives
• Review status of Strategic Plan
• Establish top Council priorities for FY 2026-2028 for the Strategic Plan • Strengthen teamwork
Session Agenda
• Welcome and Opening Comments
• Session Overview and Icebreaker
• Context for Today’s Discussion
• Governance
• Determine Council’s Top Priorities for FY 2026-28
• Wrap Up and Closing Comments
Welcome and Opening Comments
Mayor Kaur welcomed participants. After public comment, City Manager Bellow provided opening remarks and emphasized the importance of the Strategic Plan in serving as a road map.

City of Emeryville Page 4
City Council Strategic Planning Session Summary Report
Trusted Advisors Transforming Communities
Strategic Plan Framework
The City Manager reviewed the multi-year strategic plan framework which contains four broad goals, four top priorities, and specific projects and a list of Council-added future items.

Status of Projects and Future Items
City Manager Bellow reviewed the quarterly reports that accompany the Strategic Plan to ensure its successful implementation. As of the most recent quarterly report, nine projects are fully complete with six projects at 50% completion. Of the 11 future agenda items, five have been completed. The City Manager then provided progress updates on the Council’s four priorities for FY 2025-2026:
• Bicycle and pedestrian focused projects: partially complete • New website for use by the public with information about City services: 100% complete • Revenue, budget, and audits; research revenue measures for 2026: partially complete • Sutter Health Development: started; much remaining
Resilient Organization & Employer of Choice
The City Manager shared a slide regarding the City’s goal of having a resilient organization and being an employer of choice. The following five points represent the Executive Team’s approach to this goal.

City of Emeryville Page 5
City Council Strategic Planning Session Summary Report
Trusted Advisors Transforming Communities
• Building a culture of high performance
• Respecting talent and skills of our staff
• Understanding employees have lives outside of City Hall • Being a destination organization – a city where individuals want to join and remain • Recognizing the high competitiveness among local governments for staff Sutter Health Development
Community Development Director Chadrick Smalley provided an overview of the potential Sutter Health Development project. He noted that major projects such as this one typically take several years.

Financial Outlook
Finance Director Sharon Friedrichsen provided an overview of the City’s financial outlook and gave updates on expenditures and revenues.

Staff Capacity
City Manager Bellow reviewed staff capacity,
highlighting that the vast majority of City staff
are dedicated to day-to-day operations and
service delivery, providing core services to the
public. The slide on the right shows the
distribution of City staff.

Council’s Top Priorities for FY 2026-28
The City Council went through a voting process to identify its top priorities for 2026-2028, as follows.

1. Sutter Health Development

2. 40th Street Redesign

3. Art Center Project

4. Revenue Measures for 2026
Governance
City Attorney John Kennedy gave a presentation on governance. He reviewed the Council-Manager form of government as well as the key roles of the Council, Mayor, Manager, and staff. He noted that all but a very small number of cities in California operate under the Council-Manager form.

City of Emeryville Page 6
City Council Strategic Planning Session Summary Report
Trusted Advisors Transforming Communities
Wrap Up and Closing Comments
The facilitator wrapped up the session by reviewing next steps, including the preparation of this report.

The City Manager then stated that the staff will take the outcomes of this session and proceed with Strategic Plan implementation. To close, Council Members shared their takeaways from the day. [THIS PAGE INTENTIONALLY LEFT BLANK]
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Vice Mayor and City Council Members
FROM: Sukhdeep Kaur, Mayor
SUBMITTED BY:April Foran, City Clerk
SUBJECT: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

EMERYVILLE SUPPORTING THE BAY AREA AIR DISTRICT'S

ZERO-EMISSION APPLIANCE RULES

BACKGROUND
On March 3, 2026, Mayor Kaur requested and received majority support for a resolution supporting the Bay Area Air District’s Zero-Emission Building Appliance Rules.

DISCUSSION
In March 2023, the Bay Area Air District’s Board of Directors adopted Rules 9-4 and 9-6 establishing future zero-NOx (nitrogen oxides) standards for water heaters and furnaces. The Air District is now adopting an additional rulemaking to introduce flexibility into the zero-NOx equipment rules to provide options for residents who may face challenges complying with them.

STRATEGIC PLAN CONNECTION (IF APPLICABLE)
This item supports the multi-year goal in the 2025-26 Strategic Plan of Quality Infrastructure and Environmental Stewardship.

FISCAL IMPACT
There is no fiscal impact related to this item.

STAFF COMMUNICATION WITH THE PUBLIC
There has been no staff communication with the public.

CONFLICT OF INTEREST
There is no conflict of interest related to this item.

PREPARED BY: April Foran, City Clerk
Zero Emission Appliance Rules
City Council Meeting | April 7, 2026

ATTACHMENTS
▪ Draft Resolution
RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE SUPPORTING

THE BAY AREA AIR DISTRICT'S ZERO-EMISSION APPLIANCE RULES WHEREAS, the combustion of gas in building equipment like furnaces and water heaters generates a range of air pollutants linked to poor health outcomes, including nitrogen oxides (NOx), fine particle pollution (PM2.5), formaldehyde, carbon monoxide, and benzene, which contribute to breathing problems, asthma attacks, cardiovascular issues, dementia, and premature death; and
WHEREAS, gas-powered furnaces and water heaters are major contributors to smogforming NOx pollution and PM2.5 in the Bay Area, causing up to 85 premature deaths and 15,000 asthma attacks per year, and costing the region $890 million annually in health-related costs from air pollution exposure; and
WHEREAS, communities of color are disproportionately exposed to health-harming pollution from gas combustion in homes and businesses, both nationally and in the Bay Area; and
WHEREAS, the Bay Area faces an ongoing air quality crisis – with nearly 30 consecutive years failing to achieve national ambient air quality standards for ozone and 15 straight years of nonattainment with fine particulate matter standards – and further reductions of particulate matter and ozone pollution through the implementation of all feasible measures are needed for attainment and maintenance of these health-protective standards; and
WHEREAS, gas-burning building equipment in the region’s homes and businesses emits more NOx pollution than all the Bay Area’s passenger cars combined, making it one of the top sources of pollution in the region; and
WHEREAS, the Bay Area Air District’s Board of Directors adopted Rules 9-4 and 9-6 in March of 2023 without any “no” votes, establishing future zero-NOx standards for water heaters and furnaces, and these rules will accelerate the transition to zero-polluting heating equipment in the region as residents' old equipment reaches end of life; and WHEREAS, the Air District’s Implementation Working Group has worked with the Air District to achieve a successful and equitable implementation of the zero-emission rules to residential water heating in 2027; and
WHEREAS, switching from gas-powered space and water heating to efficient zeroemission appliances like electric heat pumps reduces smog-forming pollution, enhances climate resilience, and improves household resilience by introducing reliable cooling and improved air filtration to homes without air conditioning; and Resolution No. _____
Zero Emission Appliance Rules
City Council Meeting | April 7, 2026

WHEREAS, the Air District's zero-NOx furnace and water heater rules help the City of Emeryville take substantial progress toward achieving its climate goals of reducing and eventually eliminating the burning of fossil fuels, a step required to curb global warming and mitigate sea level rise, extreme heat, and climate related natural disasters; and WHEREAS, adoption of these rules aligns with California’s commitment to achieving zero-emission space and water heating standards statewide by 2030, and the City’s Strategic Planning Goal of Quality Infrastructure and Environmental Stewardship; now, therefore, be it
`
RESOLVED, that the City Council of the City of Emeryville supports the timely implementation of the Bay Area Air District’s Rules 9-4 and 9-6 to accelerate the transition to zero-emission water heaters and furnaces, with common-sense amendments to ensure flexibility for residents who have particular difficulty with compliance.

ADOPTED, by the City Council of the City of Emeryville at a Regular Meeting held April 7, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Mohamed Alaoui, Public Works Director
SUBJECT: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

EMERYVILLE AUTHORIZING AN INCREASE TO THE POWELL
STREET REDESIGN PROJECT CONTRACT WITH MIG, INC. BY AN
ADDITIONAL $13,721 FOR A TOTAL NOT TO EXCEED AMOUNT OF
$263,721, AND TO EXTEND THE CONTRACT TERM THROUGH
DECEMBER 31, 2026, FOR ADDITIONAL CONSULTANT TASKS
FOR THE POWELL STREET REDESIGN PROJECT (CIP#24475018)

RECOMMENDATION
Staff recommend the City Council approve the Resolution to authorize the City Manager to 1) increase the budget for the Powell Street Redesign Project contract with MIG, Inc by $13,721 for a total not to exceed amount of $263,721; and 2) extend the contract term through December 31, 2026.

BACKGROUND
The City of Emeryville’s Active Transportation Plan was adopted on October 17, 2023, by the City Council with the aim to make walking, biking, and rolling through Emeryville easier and more enjoyable. The Plan identified a number of improvements for Powell Street west of W. Frontage Road, and highlighted Powell Street as an area for future study in the Studies section of the Plan (F-3 Powell Street Segment A and F-8 Bay Trail Widening).

On March 14, 2024, the Public Works Department issued a Request for Proposals (RFP) for “Professional Design Services for the Powell Street Redesign.” On April 18, 2024, the City received proposals from four consultant teams. City staff chose MIG, Inc due to their approach, experience, and understanding of the City’s needs.

The City Council approved an agreement with MIG, Inc. on June 4, 2024, to provide professional services for the Powell Street Redesign Project with a not to exceed contract amount of $250,000 and a contract term through December 31, 2025. The project kicked off in June 2024 and has since completed an existing conditions analysis, feasibility study, multiple community engagement events with residents, businesses, and other partners, and has created draft 10% design concepts with preliminary cost estimates.

Resolution for First Amendment for PSC with MIG, Inc.

City Council Meeting | April 7, 2026

DISCUSSION
Staff recommends including additional budget to the project by $13,721 for a new not to exceed amount of $263,721. The additional budget is needed for additional consultant tasks including survey translations services, attendance at online and in-person meetings, review of intersection conditions, and tasks required to finalize the conceptual designs for the Powell Street Redesign Project including a written traffic memorandum and community engagement memorandum. Staff also recommend extending the contract term with MIG, Inc through December 31, 2026, so there is sufficient time to complete project activities and final deliverables.

FISCAL IMPACT
There is sufficient funding available in Fund 495, Marina Fund, for the additional amount needed in the amount of $13,721, which will be appropriated from Fund 495 to CIP Project#24475018.

STAFF COMMUNICATION WITH THE PUBLIC
None.

CONFLICT OF INTEREST
None.

CONCLUSION
Staff recommend the City Council approve the Resolution to authorize the City Manager to 1) increase the budget for the Powell Street Redesign Project contract with MIG, Inc to by $13,721 for a total not to exceed amount of $263,721; and 2) extend the contract term through December 31, 2026.

PREPARED BY: Jeff Jelsma, Management Analyst, Public Works

ATTACHMENTS
▪ Attachment A – Original Professional Services Contract with MIG, Inc. ▪ Draft Resolution
➢ Exhibit A – First Amendment

CALIFORNIA

PROFESSIONAL SERVICES CONTRACT

FOR CITY USE ONLY
Contract No. CIP No.

Resolution No. Project No. REV02/2024
THIS PROFESSIONAL SERVICES CONTRACT (“Contract”) is effective as of ____________________ (the “Effective Date”), by and between THE CITY OF EMERYVILLE, a municipal corporation, (“City”) and MIG, INC. (“Contractor”), individually referred to as a “Party” and collectively as the “Parties”.

WITNESSETH THAT
WHEREAS, the City desires to engage Contractor for Powell Street Redesign Project; and
WHEREAS, the City finds that specialized knowledge, skills, and training are necessary to render the services necessary to do the work contemplated under this Contract; and WHEREAS, the City has determined that the Contractor is qualified by training and experience to render such services; and
WHEREAS, the Contractor desires to provide such services; and, WHEREAS, the public interest will be served by this Contract; and NOW, THEREFORE, the Parties hereto do mutually agree as follows:

1. SCOPE OF SERVICES AND TERMINATION DATE

1.1 Project Description
A complete project description is set forth in the Scope of Work, attached hereto as Exhibit A and incorporated herein by this reference.

1.2 Services
The services to be completed under this Contract (“Services”) are described in the Scope of Work set forth in Exhibit A. The Services shall be performed in accordance with terms, conditions, and specifications set forth herein. To the extent there is a conflict between the Scope of Work, and the terms, conditions, and specifications set forth herein, the terms, conditions, and specifications set forth herein shall govern.

1.3 Schedule and Completion Date
The Services to be provided by Contractor under this Contract shall commence on the Effective Date and terminate on DECEMBER 31, 2025. The Parties may, by mutual, written consent, extend the term of this Contract.














  "

#
!

 










 1 





City of Emeryville | Professional Services Contract REV02/2024

2. WORK CHANGES

2.1 City Rights to Change
The City reserves the right to order changes in the Services to be performed under this Contract by altering, adding to or deducting from the Scope of Work. All such changes shall be incorporated in amendments executed by the Contractor and the City. Such amendments shall specify the changes ordered and any necessary adjustment of compensation and completion time.

2.2 Additional Work Changes
Any work added to the Scope of Work by an amendment shall be executed under all the applicable conditions of this Contract. No claim for additional compensation or extension of time shall be recognized unless contained in an amendment duly executed on behalf of the City and the Contractor.

2.3 City Manager Execution
The City Manager has authority to execute without further action of the Emeryville City Council, any number of amendments so long as their total effect does not materially alter the terms of this Contract or increase the total amount to be paid under this Contract, as set forth in Section 3.2 below.

3. COMPENSATION AND METHOD OF PAYMENT

3.1 Compensation for Services Performed
City agrees to pay the Contractor for the Services performed and costs incurred by Contractor upon certification by the City that the Services were actually performed and costs actually incurred in accordance with the Contract. Compensation for Services performed and reimbursement for costs incurred shall be paid to the Contractor upon receipt and approval by the City of invoices setting forth in detail the Services performed and costs incurred. The City shall pay the Contractor within forty-five (45) days after approval of the invoice by City staff.

3.2 Total Compensation Amount
The total amount paid under this Contract as compensation for Services performed and reimbursement for costs incurred shall not, in any case, exceed TWO HUNDRED FIFTY THOUSAND DOLLARS AND NO CENTS ($250,000.00), except as outlined in Section

2.3 above. The compensation for Services performed shall be as set forth in Exhibit A.

Reimbursement for costs incurred shall be limited as follows. Long distance telephone and telecommunications, facsimile transmission, normal postage and express mail charges, photocopying and microcomputer time shall be at cost. Supplies and outside services, transportation, lodging, meals and authorized subcontracts shall be at cost plus no more than a 10% administrative burden. Automobile mileage shall be no more than the current deductible rate set by the Internal Revenue Service. 













  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

4. COVENANTS OF CONTRACTOR

4.1 Assignment of Contract
The Contractor covenants and agrees not to assign or transfer any interest in, nor delegate any duties of this Contract, without the prior express written consent of the City. As to any approved subcontractors, the Contractor shall be solely responsible for reimbursing them and the City shall have no obligation to them.

4.2 Responsibility of Contractor and Indemnification of City To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless City and City’s members, officers, agents, employees and volunteers, from and against any and all claims, losses, liabilities of every kind, nature and description, damages, injury (including without limitation injury to or death of an employee of Contractor or subcontractors as well as any claim by any employee, agent, Contractor or independent contractor hired or employed by Contractor that such persons or individuals are entitled to any benefit otherwise provided to employees of the City, including coverage under the California Public Employee Retirement System), costs and expenses of any kind, whether actual, alleged or threatened, including, without limitation, incidental and consequential damages, court costs, reasonable attorneys’ fees, litigation expenses, and fees of expert contractors or expert witnesses incurred in connection therewith and the costs of investigation, arising out of, pertaining to, or relating to, directly or indirectly, in whole or in part, the negligence, recklessness, or willful misconduct of Contractor, any subcontractor, anyone directly or indirectly employed by them or anyone that they control. This indemnification obligation is not limited in any way by any limitation on the amount or type of damages or compensation payable to or for Contractor. This obligation to indemnify and defend the City, its members, officers, agents, employees and volunteers shall survive termination of this Contract.

If Contractor’s obligation to defend, indemnify, and/or hold harmless arises out of Contractor’s performance of “design professional” services (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Contractor’s indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor, and, upon Contractor obtaining a final adjudication by a court of competent jurisdiction, Contractor’s liability for such claim, including the cost to defend, shall not exceed the Contractor’s proportionate percentage of fault.

4.3 Independent Contractor
The Contractor hereby covenants and declares that it is engaged in an independent business and agrees to perform the Services as an independent contractor and not as the agent or employee of the City. The Contractor agrees to be solely responsible for its own matters relating to the time and place the Services are performed; the instrumentalities, tools, supplies and/or materials necessary to complete the Services; hiring of contractors, agents or employees to complete the Services; and the payment of 













  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

employees, including compliance with Social Security, withholding and all other regulations governing such matters. The Contractor agrees to be solely responsible for its own acts and those of its subordinates and employees during the term of this Contract.

4.4 Insurance
Contractor shall not commence Services under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under Exhibit B, attached hereto and incorporated herein by this reference. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under Exhibit B. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

4.5 Records, Reports and Audits

4.5.1 Records
A. Records shall be established and maintained by the Contractor in accordance with requirements prescribed by the City with respect to all matters covered by this Contract. Except as otherwise authorized, such records shall be maintained for a period of three years from the date that final payment is made under this Contract. Furthermore, records that are the subject of audit findings shall be retained for three years or until such audit findings have been resolved, whichever is later.

B. All costs shall be supported by properly executed payrolls, time records, invoices, contracts, or vouchers, or other official documentation evidencing in proper detail the nature and propriety of the charges. All checks, payrolls, invoices, contracts, vouchers, orders or other accounting documents pertaining in whole or in part to this Contract shall be clearly identified and readily accessible.

4.5.2 Reports and Information
Upon request, the Contractor shall furnish to the City any and all statements, records, reports, data and information related to matters covered by this Contract in the form requested by the City.

4.5.3 Audits and Inspections
At any time during normal business hours and as often as the City may deem necessary, there shall be made available to the City for examination all records with respect to all matters covered by this Contract. The Contractor will permit the City to audit, examine, and make excerpts or transcripts from such records, and to audit all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and or data relating to all matters covered by this Contract. 













  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

4.6 Conflicts of Interest
The Contractor covenants and declares that, other than this Contract, it has no holdings or interests within the City of Emeryville, nor business holdings, contracts or agreements with any official, employee or other representative of the City. For the duration of this Contract, in the event the Contractor or its principals, agents or employees acquire such a holding, interest, contract, or agreement within the City of Emeryville or with any official, employee or representative of the City in the future, the Contractor will immediately notify the City of such holding, interest, contract, or agreement in writing.

4.7 Confidentiality
The Contractor agrees that such reports, information, opinions or conclusions shall not be made available to or discussed with any individual or organization, including the news media, without prior written approval of the City. The Contractor shall exercise reasonable precautions to prevent the unauthorized disclosure and use of City information whether deemed confidential or not.

4.8 Discrimination Prohibited
The Contractor covenants and agrees that in performing the Services required under this Contract, the Contractor shall not discriminate against any person on the basis of race, color, religion, sex, sexual orientation, gender identity, marital status, national origin or ancestry, age or disability, except as provided in section 12940 of the Government Code.

4.9 Licenses, Certifications and Permits
The Contractor covenants and declares that it has obtained all diplomas, certificates, licenses, permits or the like required of the Contractor by any and all national, state, regional, county, city or local boards, agencies, commissions, committees or other regulatory bodies in order to perform the Services contracted for under this Contract.

All work performed by Contractor under this Contract shall be in accordance with applicable legal requirements and shall meet the standard of quality ordinarily expected of competent professionals.

4.10 Key Personnel
The Project Manager is necessary for the successful prosecution of the Services due to their unique expertise and depth and breadth of experience. There shall be no change in Contractor’s Project Manager or members of the project team without the City’s approval. Contractor recognizes that the composition of this team was instrumental in the City’s decision to award the work to Contractor and that compelling reasons for substituting these individuals must be demonstrated for the City’s consent to be granted. Any substitutes shall be persons of comparable or superior expertise and experience. Failure to comply with the provisions of this section shall constitute a material breach of Contractor’s obligations under this Contract and shall be grounds for termination.














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

4.11 Authority to Contract
The Contractor covenants and declares that it has obtained all necessary approvals of its board of directors, stockholders, general partners, limited partners or similar authorities to simultaneously execute and bind Contractor to the terms of this Contract, if applicable.

4.12 Ownership of Work
All reports, designs, drawings, plans, specifications, schedules, work product and other materials prepared or in the process of being prepared for the Services to be performed by the Contractor (“Materials”) shall be and are the property of the City and the City shall be entitled to full access and copies of all such Materials. Any such Materials remaining in the hands of the Contractor or subcontractor upon completion or termination of the work shall be delivered immediately to the City. The Contractor assumes all risk of loss, damage or destruction of or to such Materials. If any Materials are lost, damaged or destroyed before final delivery to the City, the Contractor shall replace them at its own expense. Any and all copyrightable subject matter in all materials is hereby assigned to the City and the Contractor agrees to execute any additional documents that may be necessary to evidence such assignment.

4.13 City Labor Requirements

4.13.1 Compliance
At the Effective Date, compliance with the City’s living wage ordinance is ; required /

not required for this Contract. If this Contract provides for compensation to Contractor of $25,000 or more within a single fiscal year for providing Services to the City, then Contractor shall comply with the requirements of the City’s Living Wage Ordinance set forth in Chapter 31 of Title 5 of the Emeryville Municipal Code, unless (i) Contractor is a governmental entity, (ii) this Contract is subject to a higher prevailing wage rate as defined in the California Labor Code, or (iii) this Contract is subject to federal or state laws or regulations that would preclude the application of the City’s laws.

4.13.2 Applicability
Compliance with the Living Wage Ordinance, if applicable, shall be required during the term of the Contract for all employees of Contractor who perform at least twenty-five percent (25%) of the work arising from this Contract, unless said employees are otherwise exempt from the application of the Living Wage Ordinance pursuant to Section 5-31.08 of the Emeryville Municipal Code. Contractor shall promptly provide to the City documents and information verifying compliance with the requirements of the Living Wage Ordinance within ten (10) working days following a written request for such documentation and information from the City.

4.13.3 Non-Compliance
Failure to comply with the Living Wage Ordinance provides that a person claiming a violation thereof may bring an action against Contractor for back pay, reinstatement and 













  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

compensatory damages, as well as a penalty up to three times the amount of damages for a willful violation, plus reasonable attorney’s fees and costs. In addition, the City may terminate the Contract and pursue any other remedies available to the City, including debarment, for violations of the Living Wage Ordinance.

4.13.4 Living Wage
Contractor shall notify each of its affected employees with regards to wages that are required to be paid pursuant to this Contract. “Living Wage” means no less than $18.00 PER HOUR (which is subject to increase annually on July 1st to reflect the twelve-month average increase to the Consumer Price Index for all urban consumers in the San Francisco-Oakland-San Jose Metropolitan Statistical Area for the preceding year from May to April, not to exceed three percent (3%) in any one year) including wages and health benefits. If employer contributions for health benefits are not paid on an hourly basis, the employer must demonstrate to the City the hourly value of such benefits in order to receive credit for such payments to covered employees.

4.13.5 Minimum Wage and Paid Sick Leave
In addition to the Living Wage Ordinance, the Contractor may be required to comply with the City’s Minimum Wage, Paid Sick Leave, and Other Employment Standards Ordinance, as set forth in Chapter 37 of Title 5 of the Emeryville Municipal Code, to the extent it is applicable.

4.14 California Labor Requirements

4.14.1 Prevailing Wage Requirements
Contractor is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects (“Prevailing Wage Laws”). If the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Contractor and all subcontractors to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1).

The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

4.14.2 Registration
If the Services are being performed as part of an applicable “public works” or “maintenance” project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Contractor and all subcontractors performing such Services must be registered with the Department of Industrial Relations. Contractor shall maintain registration for the duration of the Contract and require the same of any subcontractors, as applicable.

Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

4.14.3 Labor Compliance Oversight
This Contract may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Contractor’s sole responsibility to comply with all applicable registration and labor compliance requirements. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Services, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

4.14.4 Workers’ Compensation
Pursuant to the requirements of section 1860 of the California Labor Code, Contractor will be required to secure the payment of workers’ compensation to his employees in accordance with the provisions of section 3700 of the Labor Code. By signing this Contract, Contractor certifies the following:
“I am aware of the provisions of section 3700 of the California Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”

4.14.5 Event of Default
Failure by Contractor to comply with any provision of this Section shall constitute a default of this Contract and shall be grounds for termination as provided in this Contract.

5. TERMINATION
A. The City shall have the right to terminate this Contract for any reason whatsoever by providing written notice thereof at least five (5) calendar days in advance of the termination date.














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

B. All termination notice periods triggered pursuant to written notice shall begin to run from the date of the United States Postal Service postmark.

C. Upon termination, City shall provide for payment to the Contractor for Services rendered and expenses incurred prior to the termination date.

D. Upon receipt of a termination notice the Contractor shall: (1) promptly discontinue all Services affected, unless the notice directs otherwise; and (2) promptly deliver to the City all data, drawings, reports, summaries, and such other information and materials as may have been generated or used by the Contractor in performing this Contract, whether completed or in process, in the form specified by the City.

E. Notwithstanding anything to the contrary, this Contract is subject to immediate termination in the event the City Council does not appropriate sufficient funds for this Contract.

F. The rights and remedies of the City and the Contractor provided in this Section are in addition to any other rights and remedies provided under this Contract or at law or in equity.

6. NO PERSONAL LIABILITY
No member, official or employee of the City shall be personally liable to the Contractor or any successor in interest in the event of any default or breach by the City or for any amount which may become due to the Contractor or successor or on any obligation under the terms of this Contract.

7. ENTIRE AGREEMENT
This Contract constitutes the complete agreement between the Parties and supersedes any and all other agreements, either oral or in writing, between the Parties with respect to the subject matter of this Agreement. No other agreement, statement or promise relating to the subject matter of this Contract not contained in this Contract shall be valid or binding. This Contract may be modified or amended only by a written document signed by representatives of both Parties with appropriate authorization.

8. SUCCESSORS AND ASSIGNS
Subject to the provisions of this Contract regarding assignment, this Contract shall be binding on the heirs, executors, administrators, successors and assigns of the respective Parties.

9. APPLICABLE LAW AND ATTORNEY’S FEES; VENUE
If any action at law or in equity is brought to enforce or interpret the provisions of this Contract, the rules, regulations, statutes and laws of the State of California will control.

The prevailing party shall be entitled to reasonable attorney's fees in addition to any 













  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

other relief to which said party may be entitled. The exclusive venue for any legal action taken pursuant to this Contract shall be the State of California Superior Court for the County of Alameda or the United States District Court for the Northern District of California.

10. SEVERABILITY
The caption or headnote on articles or sections of this Contract are intended for convenience and reference purposes only and in no way define, limit or describe the scope or intent thereof, or of this Contract nor in any way affect this Contract. Should any article(s) or section(s), or any part thereof, later be deemed unenforceable by a court of competent jurisdiction, the remainder of this Contract shall remain in full force and effect to the extent possible.

11. BUSINESS TAX CERTIFICATE
Prior to commencement of the Services to be provided hereunder, Contractor shall apply to the City of Emeryville Finance Department for a business tax certificate, pay the applicable business tax and maintain said business tax certificate during the term of this Contract, as provided in Article 1 of Chapter 1 of Title 3 of the Emeryville Municipal Code.

12. NOTICES

12.1 Communications Relating to Daily Activities
All communications relating to the day-to-day activities of the work and invoices shall be exchanged between Josie Ahrens for the City and Karthik Kumar for the Contractor:

CITY CONTRACTOR
Josie Ahrens, Management Analyst
Phone No: 510-464-4319
E-Mail : [email protected]
Karthik Kumar, Director of Community
Design
Phone No: 510-845-7549 #1340
E-Mail : [email protected]














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

12.2 Official Notices
All other notices, writings or correspondence as required by this Contract shall be directed to the City and the Contractor, respectively, as follows:

CITY CONTRACTOR
Mohamed Alaoui
1333 Park Ave
Emeryville, California 94608
Phone No: 510-596-4341
E-Mail : [email protected]
with a copy to:

Josie Ahrens, Management Analyst
1333 Park Avenue
Emeryville, California 94608
Phone No: 510-596-4319
E-Mail : [email protected]
Daniel Iacofano, President & CEO
800 Hearst Avenue
Berkeley, California 94710
Phone No: 510-845-7549
E-Mail : [email protected]

13. COUNTERPARTS
This Contract may be signed in counterparts, each of which shall constitute an original. It is expressly agreed that each Party to this Contract shall be bound by its own telecopied, scanned, electronic or digital signature and shall accept the telecopied, scanned, electronic or digital signature of the other Party to this Contract.

14. NO THIRD-PARTY BENEFICIARIES
Except to the extent expressly provided for herein, there are no intended third-party beneficiaries of any right or obligation assumed by the Parties.

15. NON-EXCLUSIVITY
City reserves right to employ other contractors in connection with the Services covered under this Contract.

16. ASSIGNMENT OR TRANSFER
Contractor shall not assign, hypothecate or transfer, either directly or by operation of law, this Contract or any interest herein without the prior written consent of the City.

Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer.














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

17. WAIVER
The City’s failure to enforce any provision of this Contract or the waiver in a particular instance shall not be construed as a general waiver of any future breach or default.

18. OTHER REQUIREMENTS
Compliance with terms and conditions set forth in Exhibit C is ; required /

not required for this Contract. Contractor shall also fully and adequately comply with the provisions included in Exhibit C (“Other Requirements”) when attached hereto and incorporated herein by reference (“Other Requirements”). With respect to any conflict between such Other Requirements and the terms of this Contract and/or the provisions of state law, Exhibit C shall control.

SIGNATURES ON FOLLOWING PAGE














  "

#
!

 







City of Emeryville | Professional Services Contract REV02/2024

19. SIGNATURE PAGE TO PROFESSIONAL SERVICES CONTRACT
IN WITNESS WHEREOF the City and the Contractor have executed this Contract, which shall become effective as of the date first written above.

Approved As To Form:

City Attorney
Dated: CITY OF EMERYVILLE
Paul Buddenhagen, City Manager
Dated: MIG, INC.
(Signature)
Daniel Iacofano, President & CEO
Attach:

W-9 Form
Attach:

Business License Certificate















 
 "

#
!

 










RESOLUTION NO.

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE

AUTHORIZING AN INCREASE TO THE BUDGET FOR THE POWELL STREET REDESIGN PROJECT CONTRACT WITH MIG, INC. BY AN ADDITIONAL $13,721 FOR A TOTAL NOT TO EXCEED AMOUNT OF $263,721, AND TO EXTEND THE CONTRACT TERM THROUGH DECEMBER 31, 2026, TO COVER ADDITIONAL

CONSULTANT TASKS FOR THE POWELL STREET REDESIGN PROJECT (CIP#24475018)
WHEREAS, on June 4, 2024, the City of Emeryville entered into a contract with MIG, Inc. for professional services on the Powell Street Redesign Project in the amount of $250,000; and
WHEREAS, MIG, Inc. has completed project tasks to date including an existing conditions analysis, feasibility study, multiple community engagement events and surveys with residents, businesses, and other partners, and has created draft 10% design concepts with preliminary cost estimates; and
WHEREAS, MIG, Inc. has additional project tasks to complete the final 10% design concepts, in addition to staff support for presenting the concepts to the City Council and the public; and
WHEREAS, $6,402 of contract capacity remains available under the current contract with MIG, Inc.; and
WHEREAS, there exists adequate funding in the Marina Fund, Fund 495; now, therefore, be it
RESOLVED, by the City Council of the City of Emeryville to increase the contract for the Powell Street Redesign Project with MIG, Inc by an additional $13,721 for additional services as described in the staff report, for a total not to exceed amount of $263,721; and, be it, further
RESOLVED, by the City Council of the City of Emeryville that $13,721 will be appropriated from Fund 495 to CIP Project#24475018; and, be it further RESOLVED, by the City Council of the City of Emeryville that the contract term with MIG, Inc for the Powell Street Redesign Project be extended through December 31, 2026, to complete project tasks and final deliverables.

Resolution No. _____
Powell Street Redesign Project
City Council Meeting | April 7, 2026

ADOPTED, by the City Council of the City of Emeryville at a Regular Meeting held April 7, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY

ATTACHMENTS
▪ Exhibit A – First Amendment MIG, Inc.

CALIFORNIA

PROFESSIONAL SERVICES CONTRACT

FOR CITY USE ONLY
Contract No. CIP No.

Resolution No. Project No. REV 06/2020

FIRST AMENDMENT

THIS FIRST AMENDMENT TO THE PROFESSIONAL SERVICES CONTRACT (“Amendment”) is effective as of ____________________ (the “Effective Date”),, by and between THE CITY OF EMERYVILLE, a municipal corporation, (“City”) and MIG, INC. (“Contractor”), individually referred to as a “Party” and collectively as the “Parties”.

WITNESSETH THAT
WHEREAS, the City and Contractor entered into a Professional Services Contract dated June 4, 2024 (“Contract”) for the purpose of retaining the services of Contractor to provide to provide on-call surveying service; and
WHEREAS, the City and Contractor desire to amend the Contract; and WHEREAS, the public interest will be served by this Amendment.

NOW, THEREFORE, the Parties hereto do mutually agree as follows:

1. AMENDMENT
The Parties agree to amend the Contract as checked below:

1.1 Exhibit A
 Exhibit A of the Contract is hereby amended in its entirety and replaced with Exhibit A-Revision Number;
OR
 Exhibit A of the Contract is hereby amended to include the provisions of Exhibit A-1, attached hereto and incorporated herein by this reference.

1.2 Termination Date
 The Parties desire to extend the termination date. Section 1.3 of the Contract is hereby amended to extend the termination date to DECEMBER 31, 2026.

Docusign Envelope ID: 24C2DABE-8371-44A4-94D1-3A8DB26CDDB8 City of Emeryville | Professional Services Contract Amendment REV 06/2020

1.3 Total Compensation Amount
 The Parties desire to increase the Total Compensation Amount as set forth in Section 3.2 of the Contract by THIRTEEN THOUSAND SEVEN HUNDRED TWENTY ONE DOLLARS AND 00 CENTS ($13,721.00).

The total amount paid under the Contract as compensation for Services performed and reimbursement for costs incurred shall not, in any case, exceed TWO HUNDRED AND SIXTY-THREE THOUSAND AND SEVEN
HUNDRED TWENTY ONE DOLLARS AND NO CENTS ($263,721.00).

2. CONTINUING EFFECT OF CONTRACT
Except as amended by this Amendment, all other provisions of the Contract remain in full force and effect and shall govern the actions of the Parties under this Amendment.

From and after the date of this Amendment, whenever the term “Contract” appears in the Contract, it shall mean the Contract as amended by this Amendment.

3. ADEQUATE CONSIDERATION
The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment.

4. SEVERABILITY
If any portion of this Amendment is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

5. WAIVER
The City’s failure to enforce any provision of this Amendment or the waiver in a particular instance shall not be construed as a general waiver of any future breach or default.

SIGNATURES ON FOLLOWING PAGE
Docusign Envelope ID: 24C2DABE-8371-44A4-94D1-3A8DB26CDDB8 City of Emeryville | Professional Services Contract Amendment REV 06/2020

6. SIGNATURE PAGE TO PROFESSESIONAL SERVICES CONTRACT

FIRST AMENDMENT
IN WITNESS WHEREOF the City and the Contractor have executed this Contract, which shall become effective as of the date first written above.

Approved As To Form:

City Attorney
Dated: CITY OF EMERYVILLE
City Manager
Dated: MIG, INC.
(Signature)
Daniel Iacofano, President & CEO
Attach:

W-9 Form
Attach:

Business License
Certificate
Attach:

Insurance Certificate
and Endorsements
Docusign Envelope ID: 24C2DABE-8371-44A4-94D1-3A8DB26CDDB8 03/06/2026

March 03, 2026
Jeff Jelsma
Management Analyst
City of Emeryville Public Works
1333 Park Ave
Emeryville CA
Subject: Additional Services Request for the Powell Street Redesign Project Dear Jeff,
We are submitting the following proposal for your review for:
- Additional services for translation of the Visioning Survey for the Powell Street Redesign Project in Emeryville CA, and
- Additional Services to support the 10% Design documentation and presentation to City Council, for the Powell Street Redesign Project in Emeryville CA.

As outlined in our conversations and email, we are requesting an additional fee of $13,721 to supplement and cover our costs for the following ongoing and upcoming MIG and subconsultant tasks:

1. Survey Translation Services: MIG will provide translation of the Visioning Survey for the project, into Cantonese and Spanish. The Cantonese Translation Service is provided by our subconsultant- Community Strong Strategies LLC. Spanish translation service is provided by MIG’s in-house translation team. The translations cover the Visioning Survey (Print and Online) as well as Informational Flyers advertising the survey. Once language translations are complete, MIG will incorporate both translations into the Mapita online platform, the Print Survey, and Flyers. This proposal includes associated review and QA, and project and subconsultant management (Scope Completed).

2. Attend up to (2) online meetings (Subconsultant- Fehr and Peers) with MIG and City staff to review the 10% design progress plans. Provide written feedback to support the 10% Design’s traffic safety improvements and talking points on the traffic safety for City’s Sustainability and Transportation Committee Presentation in Jan 2026 (Scope Completed).

3. Review intersection condition at the Police Station (Subconsultant). Collect additional traffic and turning movement counts at this intersection to provide justification for removing the all-way stop and supporting the proposed condition with high visibility crosswalks and RRFB’s represented in the 10% Design.

Docusign Envelope ID: 24C2DABE-8371-44A4-94D1-3A8DB26CDDB8 Exhibit A MIG 2 , Inc.

4. Prepare a written traffic memorandum (Subconsultant) that includes previously completed existing traffic counts and studies (created in presentation format), and provides written rationale supporting the proposed safety and mobility improvements described in the 10% design, including reduction in posted vehicular speeds, intersection improvements to slow traffic, improve pedestrian safety and visibility and reduce conflict with vehicles, the separated cycle track, and other project traffic safety features.

5. Prepare a written community engagement memorandum document (MIG) summarizing community engagement activities on the project (prepared previously in a presentation format for Committee presentations). Memo shall include summary of activities and community feedback from all activities leading up to the Community Open House presentations in Sep-Oct 2025.

All other terms in the original contract remain in effect. This work is above and beyond the original contract, dated 06/28/2024.

We remain committed to supporting the City in advancing this project and ensuring its successful delivery. Please feel free to contact me with any questions at 510-845-7549 or email me at [email protected].

Sincerely,

Mukul Malhotra
Principal, MIG, Inc.
800 Hearst Ave, Berkeley CA 94710
CC: Karthik Kumar, Project Manager
[email protected]
Docusign Envelope ID: 24C2DABE-8371-44A4-94D1-3A8DB26CDDB8 City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY:Chadrick Smalley, Community Development Director SUBJECT: ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
EMERYVILLE AMENDING TITLE 9 (PLANNING REGULATIONS) OF

THE EMERYVILLE MUNICIPAL CODE TO IMPLEMENT PROGRAMS
B, HH, AND KK OF THE APPROVED 2023-2031 HOUSING
ELEMENT (CEQA DETERMINATION: EXEMPT PURSUANT TO
CEQA GUIDELINES SECTIONS 15162 AND 15164 AND PUBLIC
RESOURCES CODE SECTION 21080.085 BECAUSE THIS

ORDINANCE IMPLEMENTS THE SCHEDULE OF ACTIONS IN AN

APPROVED HOUSING ELEMENT)

RECOMMENDATION
Staff and the Planning Commission recommend that the City Council adopt the first reading of the attached Ordinance amending Title 9 of the Emeryville Municipal Code, entitled “Planning Regulations”, to implement Programs B, HH, and KK of the approved 2023-2031 Housing Element.

BACKGROUND
California Government Code Section 65300 requires each city and county to adopt a General Plan for the physical development of the jurisdiction. State law requires that General Plans include seven elements which must cover the following topics: Land Use, Circulation, Housing, Safety, Noise, Conservation, and Open Space.

State requirements for Housing element are more detailed and specific than for the other General Plan elements: Housing elements are updated every eight years according to a schedule set by the State. The City of Emeryville adopted its General Plan, except the Housing Element, in October of 2009. The current Emeryville Housing Element covers the eight-year period from 2023 to 2031 and is contained in a separate document from the General Plan. On December 8, 2022, the Planning Commission unanimously voted to recommend approval of the Housing Element to City Council. The City Council unanimously adopted the Housing Element on December 12, 2022.

Programs B, HH, and KK are several of the many programs implementing the Housing Element. The Housing Element contains 45 programs (labeled “A” through “SS”), many of which include multiple actions to complete during the term of the Housing Element.

Each program includes one or more implementation timelines, such as “short term,” “mid Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

term,” “long term,” “ongoing,” and “as needed.” Programs B, HH, and KK implementation timelines are as follows:
 Program B, Streamlining Planning Processes, has a timeframe of “short term” for investigating, drafting, and adopting new policies.
 Program HH, Schools and Child Care Centers, has a “short term’ timeline for reviewing planning regulations.
 Program KK, Residential Use By Right, has an implementation timeline of “ongoing,” however, the City received notice from the California State Department of Housing and Community Development (HCD) that Program KK is considered a rezoning program, and is subject to Government Code section 65583, subdivision (c)(1)(A), which states that all rezoning actions must be completed generally three years from the statutory deadline of January 31, 2023. The City notified HCD that it is logistically impossible to comply with the January 31, 2026 deadline, as the City was provided only 6 weeks’ notice, and provided HCD with a timeline for implementation commencing with the soonest possible Planning Commission meeting on February 26, 2026.

DISCUSSION
Program B: Streamlining Planning Processes
The purpose of Program B is to streamline processes related to the production of housing.

Program B contains two short term implementation actions that require amendments to the Planning Regulations [Title 9 of the Emeryville Municipal Code (EMC)]. One of these actions is complementary to Program LL and requires tribal notification as it will need a General Plan amendment for map updates. That action will be presented to the Planning Commission later in 2026. The remaining action is “Appeal Hearing Modification: The City will investigate the ability to eliminate the need for a Public Meeting to determine if the case warrants an Appeal Hearing. The elimination of this Public Meeting will accelerate the time for a project to be approved.”
Program HH: Schools and Child Care Centers
The purpose of Program HH, is to determine if any outside factors impede school performance that can be alleviated, such as housing opportunities, affordable childcare opportunities, and more. This program contains one short term implementation action that requires amendments to the Planning Regulations. Program HH states that there shall be “Review [of] the Planning Regulations to ease the process for entitling a Childcare/Day Care Center and ensuring that childcare facilities are permitted near schools and employment centers. Recommended modifications include moving the Childcare/Day Care Center use classification to a Minor CUP for all locations, adding the same use classification to the RM district and eliminating the need for Planning Commission review.” Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

Program KK: Residential Use By Right
Program KK states that “To comply with Assembly Bill (AB) 1397, the eight 2023-2031 Housing Element sites listed in Table 8-1 shall be allowed to be developed for residential use by-right, in accordance with Government Code Section 65583.2(c). This by-right (without discretionary review) requirement is only for housing developments in which at least 20 percent of the units are affordable to lower-income households. While all of these sites are either zoned MUR or RMH, which already permits multifamily uses by-right, this program will ensure that these sites will continue to comply with Assembly Bill (AB) 1397.

The application of the requirement should not be used to further constrain the development of housing.”
Proposed Changes

1. Program B
Below are the proposed changes to the Planning Regulations as described in Program B which will eliminate the need for a Public Meeting to determine if the case warrants an Appeal Hearing.
• Section 9-7.1404 will be amended to confirm that appeals of Planning and Building Director (i.e. Community Development Director) decisions to the Planning Commission go directly to an appeal hearing, removing the step of considering whether an appeal should go to a hearing.
• Section 9-7.1405 will be amended so that appeals of Planning Commission decisions to the City Council go directly to an appeal hearing, removing the step of considering whether an appeal should go to a hearing.

Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

2. Program HH
Below are the proposed changes to the Planning Regulations as described in Program HH which will ease the process for entitling a Childcare/Day Care Center and ensuring that childcare facilities are permitted near schools and employment centers. • Table 9-3.202 will be amended to remove the “X” prohibiting Day Care Centers in the RM zone and changing it to require a minor conditional use permit (CM); and where all other zones (RMH, RH, MUR, MURS, OT, OT/DH, and INL) require a conditional use permit (C), amending to require a minor conditional use permit (CM).
• Section 9-3.302 will be amended to remove the Day Care Centers use classification from the list of uses that “are only allowed on the ground floor in the residential zones.”

3. Program KK
Below are the proposed changes to the Planning Regulations as described in Program KK which will comply with Assembly Bill (AB) 1397, the eight 2023-2031 Housing Element sites listed in Table 8-1 shall be allowed to be developed for residential use by-right, in accordance with Government Code Section 65583.2(c). This by-right (i.e. without discretionary review) requirement is only for housing developments in which at least 20 percent of the units are affordable to lower-income households. • Section 9-5.215 will be added to the Planning Regulations: “Parcels Subject to Government Code Section 65583.2(i). Residential projects located on sites that are nonvacant and were identified in the previous planning period (5th cycle) or vacant and identified in two or more previous consecutive planning periods (4th and 5th cycles) and meeting the current lower income RHNA, as listed in Table 8- 1: Assessors Parcels Numbers Subject to AB 1397, of the 2023-2031 Housing Element, providing appropriate densities, and incorporate a minimum of 20 percent of the units in the development as affordable to lower income households shall be permitted pursuant to Government Code Section 65583.2(i).” The changes outlined above are all reflected in the attached Ordinance.

STRATEGIC PLAN CONNECTION
The City’s Strategic Plan includes “Housing Element Implementation” as Item No. 5 under the “Livable, Safe, and Vibrant Community” Multi-Year Goal.

FISCAL IMPACT
None.

Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

STAFF COMMUNICATION WITH THE PUBLIC
On February 26, 2026, the Planning Commission held a public hearing on the proposed amendments to the Planning Regulations. There was one public comment in support of the proposed changes for Program HH (easing the process for entitling a Childcare/Day Care Center) and the Commissioners present unanimously recommended the City Council approve the proposed Ordinance.

CONFLICT OF INTEREST
None.

CONCLUSION
Staff recommends that the City Council take the following actions:
▪ Open the public hearing and take testimony on the proposed ordinance. ▪ Close the public hearing and consider the Staff Report and proposed ordinance. ▪ Adopt the first reading of the attached ordinance.

PREPARED BY: Navarre Oaks, Senior Planner

ATTACHMENTS
▪ Ordinance Amending Title 9 (Planning Regulations) of the Emeryville Municipal Code
ORDINANCE NO.

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AMENDING TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE TO IMPLEMENT PROGRAMS B, HH, AND KK OF THE APPROVED 2023-2031 HOUSING ELEMENT (CEQA DETERMINATION: THE ORDINANCE IS WITHIN THE SCOPE OF

THE ACTIVITIES ANALYZED IN THE ADDENDUM TO THE GENERAL PLAN EIR ADOPTED FOR THE 2023-2031 HOUSING ELEMENT PURSUANT TO CEQA GUIDELINES SECTIONS 15162 AND 15164 AND NO FURTHER ENVIRONMENTAL REIVEW IS REQUIRED; AND THE ORDINANCE IS ALSO EXEMPT FROM CEQA PURSUANT TO PUBLIC RESOURCES CODE SECTION 21080.085 BECAUSE IT

IMPLEMENTS THE SCHEDULE OF ACTIONS IN AN APPROVED HOUSING

ELEMENT)
WHEREAS, California Government Code Section 65300 requires each city and county to adopt a General Plan for the physical development of the jurisdiction and State law requires that General Plans contain seven elements which must include a Housing Element; and
WHEREAS, the current Emeryville Housing Element covers the eight-year period from 2023 to 2031 and the Planning Commission unanimously voted to recommend approval of the Housing Element to City Council, and the City Council unanimously adopted the Housing Element on December 12, 2022; and
WHEREAS, Programs B, HH, and KK are three of several steps required to implement the Housing Element; and
WHEREAS, Program B states that “The City will enact the following streamlined processes to accelerate the production of housing” including “…investigate the ability to eliminate the need for a Public Meeting to determine if the case warrants an Appeal Hearing”” and
WHEREAS, Program HH states that “The City will… Review the Planning Regulations to ease the process for entitling a Childcare/Day Care Center and ensuring that childcare facilities are permitted near schools and employment centers;” and WHEREAS, Program KK states that “To comply with Assembly Bill (AB) 1397, the eight 2023-2031 Housing Element sites listed in Table 8-1 shall be allowed to be developed for residential use by-right, in accordance with Government Code Section 65583.2(c);” and WHEREAS, the following ordinance addresses all components of Programs HH and KK of the Housing Element (2023 to 2031) that require amendments to Title 9 of the Emeryville Municipal Code, and all components of Program B requiring amendments to Title 9 of the Emeryville Municipal Code except those requiring a General Plan amendment; and
Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

WHEREAS, on February 26, 2026 the Planning Commission held a duly and properly noticed public hearing and recommended that the Council adopt the ordinance;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EMERYVILLE DOES HEREBY ORDAIN AS FOLLOWS:

SECTION ONE. PURPOSE AND INTENT.

The above recitals being true and correct and incorporated by reference, the purpose of this Ordinance is to implement Programs B, HH, and KK of the Housing Element.

SECTION TWO. FINDINGS FOR ADOPTING ORDINANCE.

The City Council of the City of Emeryville makes the following findings as required by Emeryville Municipal Code Sections 9-7.1305:
(a) The proposed amendment is consistent with the General Plan.

The proposed amendment is consistent with General Plan goal H-5 “Address Constraints: Reduce or remove governmental and nongovernmental constraints to development, improvement, and maintenance of housing, where feasible” and the following Housing Element Goals and Policies:

Policy H-5-2 Monitor State and federal housing-related legislation, and update City plans, ordinances, and processes as appropriate to remove or reduce governmental constraints.

Policy T-P-67 The City supports and encourages conveniently located child care services with flexible hours.

PP-G-9 Accessible childcare—An adequate and diverse supply of childcare facilities that are affordable and accessible for families, and provide safe, educational, and high-quality services for children.

The proposed amendments reduce governmental constraints by allowing residential use by-right for the eight 2023-2031 Housing Element sites listed in Table 8-1 in accordance with Government Code Section 65583.2(c) (Program KK); streamlining the process to accelerate the production of housing by simplifying the appeals process (Program B); and ease the process for entitling Childcare/Day Care Centers (Program HH). Additionally, Program KK updates City ordinances in response to State legislation (Policy H-5-2); and Program HH is consistent with General Plan policies T-P-67 and PP-G-9.

Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

(b) The proposed amendment is necessary for public health, safety, and general welfare or will be of benefit to the public.

The proposed amendments are necessary for the public’s health, safety and welfare because they facilitate the implementation of Programs B, HH, and KK in the Housing Element which are designed to help accelerate the production of housing and facilitate the location of Childcare/Day Care Centers in Emeryville. (c) The proposed amendment has been reviewed in compliance with the requirements of the California Environmental Quality Act.

The proposed amendment is exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to Public Resources Code Section 21080.085 because it implements the schedule of actions in an approved housing Element.
(d) For a change to the Zoning Maps, that the subject property is suitable for the uses permitted in the proposed zone in terms of access, size of parcel, relationship to similar or related uses, and other relevant considerations, and that the proposed change of zoning district is not detrimental to the use of adjacent properties.

No changes to the Zoning Map in Figure 3.103(a) or the Zoning Overlay Map in Figure 9-3.103(b) of the Planning Regulations are proposed.

SECTION THREE. AMENDING SECTION 9-7.1404(b), “PLANNING
COMMISSION ACTION” TO TITLE 9 (PLANNING REGULATIONS) TO THE

EMERYVILLE MUNICIPAL CODE
Section 9-7,1404(b) “Planning Commission Action” is hereby amended as follows (text that is marked with strikethrough is removed):
9-7.1404(b) Planning Commission Action. The Planning Commission shall review the appeal, the record, and any written correspondence submitted after the appeal has been filed, and shall either:
▪ Affirm the decision of the Director and dismiss the appeal based on a determination that the facts ascertainable from the record do not warrant further hearing; ▪ Set a date for a public hearing on the appeal; or
▪ Remand the matter to the Director to cure a deficiency in the record or the proceedings.

SECTION FOUR. AMENDING SECTION 9-7.1404(c), “PUBLIC NOTICE” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

Section 9-7.1404(c), “Public Notice”, is hereby amended as follows (text that is marked with strikethrough is removed):
9-7.1404(c) Public Notice. If the Commission votes to conduct a public hearing, notice shall be provided in the same manner as required for the action that was the subject of the appeal pursuant to the provisions of Article 2 of this chapter, Common Procedures.

Notice shall also be provided to all persons who spoke on the matter at any prior hearings or submitted written comments only if they provided their names and addresses at the time they spoke at the prior hearing.

SECTION FIVE. AMENDING SECTION 9-7.1404(d), “PLANNING COMMISSION ACTION ON APPEAL” IN TITLE 9 (PLANNING REGULATIONS) OF THE

EMERYVILLE MUNICIPAL CODE
Section 9-7.1404(d), “Planning Commission Action on Appeal”, is hereby amended as follows (text that is underlined is added and text that is marked with strikethrough is removed):
9-7.1404(d)(b) Planning Commission Action on Appeal. Within thirty (30) days after closing the public hearing, tThe Commission shall either:
(1) Continue the hearing and request a supplemental report from the Director, in which event the Commission may extend the time for rendering the decision an additional thirty (30) days;
(2)(1) Approve the Director's action upon finding that all applicable findings have been correctly made and all provisions of this title have been complied with; (3)(2) Approve the Director's action but impose additional conditions and/or guarantees as it deems necessary to fulfill the purposes of this title; or (4)(3) Disapprove the Director's action upon finding that all applicable findings have not been made or all provisions of this title have not been complied with.

SECTION SIX. AMENDING SECTION 9-7.1404(e), “MAJORITY VOTE REQUIRED” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE

MUNICIPAL CODE
Section 9-7.1404(e), “Majority Vote Required”, is hereby amended as follows (text that is underlined is added and text that is marked with strikethrough is removed):
9-7.1404(e)(c) Majority Vote Required. An action to grant an appeal shall require a majority vote of Planning Commission members present and voting. A tie vote shall have the effect of rejecting the appeal.

Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

SECTION SEVEN. AMENDING SECTION 9-7.1404(f), “COMMISSION DECISION IS FINAL” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE

MUNICIPAL CODE
Section 9-7.1404(f), “Commission Decision is Final”, is hereby amended as follows (text that is underlined is added and text that is marked with strikethrough is removed):
9-7.1404(f)(d) Commission's Decision Is Final. The decision of the Planning Commission is final and may not be appealed to the City Council.

SECTION EIGHT. ADDING SECTION 9-7.1404(e) “PUBLIC NOTICE” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE Section 9-7.1404(e), “Public Notice”, is hereby added as follows (text that is underlined is added):
9-7.1404(e) Public Notice. Notice shall be provided in the same manner as required for the action that was the subject of the appeal pursuant to the provisions of Article 2 of this chapter, Common Procedures. Notice shall also be provided to all persons who spoke on the matter at any prior hearings or submitted written comments if they provided their names and addresses at the time they spoke at the prior hearing.

SECTION NINE. AMENDING SECTION 9-7.1405(b) “CITY COUNCIL ACTION ON APPEAL” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE

MUNICIPAL CODE
Section 9-7.1405(b), “Public Notice”, is hereby amended as follows (text that is marked with strikethrough is removed):
9-7.1405(b) City Council Action on Appeal. The Council shall review the appeal, the record, and any written correspondence submitted after the appeal has been filed, and shall either:
▪ Affirm the decision of the Commission and dismiss the appeal based on a determination that the facts ascertainable from the record do not warrant further hearing;
▪ Set a date for a public hearing on the appeal; or
▪ Remand the matter to the Commission to reconsider the application, identifying the issues that the Commission is directed to consider and specifying whether or not the Commission shall hold a new public hearing.

SECTION TEN. AMENDING SECTION 9-7.1405(c) “PUBLIC NOTICE” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

Section 9-7.1405(c), “Public Notice”, is hereby amended as follows (text that is marked with strikethrough is removed):
9-7.1405(c) Public Notice. If the Council votes to conduct a public hearing, notice shall be provided in the same manner as required for the action that was the subject of the appeal pursuant to the provisions of Article 2 of this chapter, Common Procedures. Notice shall also be provided to all persons who spoke on the matter at any prior hearings or submitted written comments only if they provided their names and addresses at the time they spoke at the prior hearing. In addition, the Planning Commission may be represented at the hearing.

SECTION ELEVEN. AMENDING SECTION 9-7.1405(d) “CITY COUNCIL ACTION ON APPEAL” IN TITLE 9 (PLANNING REGULATIONS) OF THE

EMERYVILLE MUNICIPAL CODE
Section 9-7.1405(d), “City Council Action on Appeal”, is hereby amended as follows (text that is underlined is added and text that is marked with strikethrough is removed):
9-7.1405(d)(b) City Council Action on Appeal. Within sixty (60) days after closing the public hearing, tThe City Council shall either:
(1) Continue the hearing and request a supplemental report from the Planning Commission, in which event the Council may extend the time for rendering the decision an additional thirty (30) days;
(2)(1) Approve the Commission's action upon finding that all applicable findings have been correctly made and all provisions of this title have been complied with; (3)(2) Approve the Commission's action but impose additional conditions and/or guarantees as it deems necessary to fulfill the purposes of this title; or (4)(3) Disapprove the Commission's action upon finding that all applicable findings have not been made or all provisions of this title have not been complied with.

SECTION TWELVE. AMENDING SECTION 9-7.1405(e) “MAJORITY VOTE REQUIRED” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE

MUNICIPAL CODE
Section 9-7.1405(e) “Majority Vote Required”, is hereby amended as follows (text that is underlined is added and text marked with strikethrough is removed):
9-7.1405(e)(c) Majority Vote Required. An action to grant an appeal shall require a majority vote of City Council members present and voting. A tie vote shall have the effect of rejecting the appeal.

Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

SECTION THIRTEEN. ADDING SECTION 9-7.1405(d) “PUBLIC NOTICE” IN TITLE 9 (PLANNING REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE Section 9-7.1405(d), “Public Notice”, is hereby added as follows (text that is underlined is added):
9-7.1405(d) Public Notice. Notice shall be provided in the same manner as required for the action that was the subject of the appeal pursuant to the provisions of Article 2 of this chapter, Common Procedures. Notice shall also be provided to all persons who spoke on the matter at any prior hearings or submitted written comments only if they provided their names and addresses at the time they spoke at the prior hearing. In addition, the Planning Commission may be represented at the hearing.

SECTION FOURTEEN. AMENDING TABLE 9-3.202 “USES PERMITTED, CONDITIONALLY PERMITTED AND PROHIBITED” IN TITLE 9 (PLANNING

REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE
Table 9-3.202, “Uses Permitted, Conditionally Permitted and Prohibited”, is hereby amended as follows as to the row governing Day Care Centers only with the rest of the table remaining the same (text that is underlined is added and text marked with strikethrough is removed):

Table 9-3.202: Uses Permitted, Conditionally Permitted and Prohibited Base Zones Overlay
Zones
Use
Classifications RM RMH RH MUR MURS MUN OT OT/DH INL INH P M PO SM UT PA NR RR TH Commercial
and
Institutional
Day
Care Centers
XCM C1CM C1CM CCM CCM P CCM CCM CCM X P X X X X
SECTION FIFTEEN. ADDING SECTION 9-5.215 “PARCELS SUBJECT TO GOVERNMENT CODE SECTION 65583.2(i)” IN TITLE 9 (PLANNING

REGULATIONS) OF THE EMERYVILLE MUNICIPAL CODE
Section 9-5.215, “Parcels Subject to Government Code Section 65583.2(i)”, is hereby added as follows (text that is underlined is added):

Section 9-5.215 Parcels Subject to Government Code Section 65583.2(i).

Residential projects located on sites that are nonvacant and were identified in the previous Housing Element cycle or vacant and identified in two or more previous Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

consecutive Housing Element cycles and meeting the current lower income RHNA, as listed in Table 8-1: Assessors Parcels Numbers Subject to AB 1397, of the 2023-2031 Housing Element, providing appropriate densities, and incorporate a minimum of 20 percent of the units in the development as affordable to lower income households shall be permitted pursuant to Government Code Section 65583.2(i).

SECTION SIXTEEN. SEVERABILITY
The City Council of the City of Emeryville declares that each section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance is severable and independent of every other section, sub-section, paragraph, sub-paragraph, sentence, clause and phrase of this ordinance. If any section, sub-section, paragraph, sub-paragraph, sentence, clause or phrase of this ordinance is held invalid, the City declares that it would have adopted the remaining provisions of this ordinance irrespective of the portion held invalid, and further declares its express intent that the remaining portions of this ordinance should remain in effect after the invalid portion has been eliminated.

SECTION SEVENTEEN. CALIFORNIA ENVIRONMENTAL QUALITY ACT

DETERMINATION
This ordinance does not require further review under the California Environmental Quality Act (CEQA) pursuant to State CEQA Guidelines Section 15162 and 15164, as the City Council adopted an addendum to the General Plan EIR when it approved the 2023-2031 Housing Element, and the proposed amendments implement the Housing Element and are thus within the scope of activities analyzed by the Addendum and the General Plan EIR. Further, the Ordinance is exempt from CEQA pursuant to Public Resources Code Section 21080.085 because they implement the schedule of actions in an approved Housing Element.

SECTION EIGHTEEN. EFFECTIVE DATE
This Ordinance shall take effect 30 days following its final passage. The City Clerk is directed to cause copies of this Ordinance to be posted or published as required by Government Code section 36933.

SECTION NINETEEN. CODIFICATION
Sections Three, Four, Five, Six, Seven, Eight, Nine, Ten, Eleven, Twelve, Thirteen, Fourteen and Fifteen of this Ordinance shall be codified in the Emeryville Municipal Code. Sections One, Two, Sixteen, Seventeen, Eighteen and Nineteen shall NOT be so codified.

Ordinance No. _____
Amending Title 9 (Planning Regulations) To Implement Programs B, HH, and KK City Council Meeting | April 7, 2026

This Ordinance was INTRODUCED AND FIRST READ by the City Council of the City of Emeryville at a regular meeting held April 7, 2026, and PASSED AND ADOPTED by the City Council of the City of Emeryville at a regular meeting held Tuesday, April 21, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY
City of Emeryville

C A L I F O R N I A

M E M O R A N D U M
DATE: April 7, 2026
TO: Mayor and City Council Members
FROM: LaTanya Bellow, City Manager
SUBMITTED BY: Mohamed Alaoui, Public Works Director
SUBJECT: ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AMENDING SECTION 4-9.39(F) ("SPEED LIMITS") IN CHAPTER 9 ("VEHICULAR TRAFFIC AND PARKING") OF TITLE 4 OF THE

EMERYVILLE MUNICIPAL CODE
CEQA DETERMINATION: EXEMPT PURSUANT TO STATE CEQA
GUIDELINES SECTION 15061(B)(3)

RECOMMENDATION
Staff recommends that the City Council approve an engineering and traffic survey for speed limits and adopt the first reading of the attached ordinance amending the Public Safety Regulations in Title 4 of the Emeryville Municipal Code to designate speed limits for twenty street segments.

BACKGROUND
The US Department of Transportation’s Safe Systems Approach aims to prevent serious injuries and fatalities on roads across the country. One of the elements of this approach is “Safer Speeds”, which recognizes that lowering speed limits is a key strategy within this framework, as reduced speeds both decrease the likelihood of collisions and significantly lessen their severity when they do occur. A driver traveling at 30 mph who hits a pedestrian has a 45 percent chance of killing or seriously injuring them, but at 20 mph, that percentage drops to five percent. Local jurisdictions can create a more forgiving transportation system that prioritizes safety for all users, particularly those most vulnerable.

Engineering and Traffic Surveys (E&TS) are regularly conducted once every five (5) years by governing municipalities to ensure set speed limits do not constitute unlawful speed traps pursuant to Section 40802(a) of the California Vehicle Code (CVC). E&TS may be extended to every seven (7) years if criteria are met, or every ten (10) years if a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred as specified in Section 40802(c) of the CVC.

The CVC authorizes cities to increase or decrease the prima facie speed limits by ordinance to appropriate limits as determined by an E&TS. Posted speed limits not Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

defined in the CVC or established by ordinance are not valid. The CVC requires that speed surveys must be performed with the use of radar or other electronic devices at locations where speed limits are to be enforced with the use of radar. The current survey must be completed within five years as specified in Section 40802(a); seven years as specified in Section 40802(c); or fourteen years as specified in Section 40802(c), of the date of the preceding survey.

Speed zones are primarily established to protect the public from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. Speed limits are generally established at or near the 85th percentile speed, which is defined as the speed at or below which 85 percent of traffic is moving. Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe and are not dependent on the judgment of one or a few individuals.

The E&TS, as defined in Section 627 of the CVC, must consider the prevailing speeds, collision records, pedestrian and bicycle activity, and roadway traffic and roadside conditions not readily apparent to the driver.

Assembly Bill 43 – New Speed Limit Regulations
In 2021, California passed Assembly Bill 43 (AB 43), which introduced significant changes to how speed limits are set. This bill gives local authorities more flexibility in setting speed limits below the 85th percentile in areas with high pedestrian and bicycle traffic, schools, senior centers, parks, and other areas where vulnerable road users are present. Specifically, AB 43 permits local authorities to lower speed limits by up to five mph below the 85th percentile without needing to justify this reduction with additional engineering analysis, provided certain conditions are met. This legislative change, which went into full effect July 1, 2024, aims to enhance safety for all road users by considering factors beyond just vehicle speed in determining speed limits.

DISCUSSION
Streets adjacent to land uses that generate higher levels of pedestrian and bicycle activity like schools, parks, and senior facilities, as well as streets with bikeways will be designated with speed limits of 15 mph to better protect vulnerable users and reflect the increased potential for conflicts. In addition, neighborhood streets which serve local access and residential uses, will generally have speed limits of 20 mph to support a safer, more livable environment consistent with surrounding land uses and roadway function.

In 2025, the Public Works Department authorized the traffic engineering consulting firm Iteris, Inc. to conduct an E&TS to establish and enforce speed limits for selected streets within the City of Emeryville. The procedures for the E&TS are outlined in the California MUTCD and incorporate the new provisions under AB 43. The Local Roadway Safety Plan (LRSP) adopted by City Council in July 2025, identified six roadway segments that were eligible for AB 43 speed limit reductions pending this new E&TS study.

Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

The E&TS was completed in fall 2025, and the recommendations in the report are intended to establish prima facie speed limits. Prima facie limits advise motorists of the reasonable speed for a specific section of roadway given the prevailing conditions. The summary of the E&TS was presented to the Transportation and Sustainability Committee on February 10, 2026 and March 10, 2026, and to the Bicycle/Pedestrian Advisory Committee on April 6, 2026. Proposed changes in speed limits for street segments were recommended based on new traffic patterns, increased pedestrian and bicycle activity, and other relevant factors considered under the latest AB 43 guidelines.

As a result, the following streets were recommended for reduction to 15 mph:
• 62nd Street
• 61st Street
• Stanford Avenue
• 47th Street/Steve Dain Drive
• 45th Street
• Overland Avenue
• Doyle Street
The following streets were recommended for reduction to 20 mph:
• 67th Street
• 66th Street
• 59th Street
• Halleck Street
• Shellmound Street
• Peladeau Street
• Hollis Street
• Beaudry Street
• Vallejo Street
• Adeline Street
Powell Street has been recommended to be reduced from 30 mph to 25 mph, and Emery Street has no speed reduction proposed. No street segments were proposed for raising the speed limit. A new speed limit has been proposed for the Emeryville Greenway of 12 mph. The Transportation and Sustainability Committee has approved of this speed limit and forwarded the discussion on trail etiquette signage to the City’s Bicycle/Pedestrian Advisory Committee.

Summary of Recommendations for 2025 Surveyed Segments

1. 67th Street (Shellmound Street to Emeryville Greenway) Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(b).

2. 66th Street (Western Limit to Emeryville Greenway)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(b).

3. 62nd Street (Overland Avenue to Vallejo Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

4. 61st Street (Hollis Street to Vallejo Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

5. 59th Street (Horton Street to Vallejo Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(b) and Section 22358.7(b)(2).

6. Powell Street (Emery Cove Yacht Harbor to I-80 Frontage Road) ▪ Existing Speed Limit: 30 mph
▪ Recommended Speed Limit: 25 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

7. Stanford Avenue (Horton Street to Vallejo Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(b) and Section 22358.7(b)(2).

8. 47th Street/Steve Dain Drive (Doyle Street to Adeline Street) ▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(b) and Section 22358.7(b)(2).

9. 45th Street (Horton Street to Adeline Street)
Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(c).

10.Halleck Street (Sherwin Avenue to Beach Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(c).

11.Shellmound Street (67th Street to Christie Avenue)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(c).

12.Overland Avenue (65th Street to 62nd Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(b).

13.Peladeau Street (59th Street to Stanford Avenue)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(c).

14.Hollis Street (Powell Street to Yerba Buena Avenue)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

15.Doyle Street (Ocean Avenue to 62nd Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

16.Doyle Street (61st Street to 55th Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 15 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(c) and Section 22358.7(b)(2).

17.Beaudry Street (59th Street to 55th Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(b).

Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

18.Vallejo Street (66th Street to 55th Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Five mph speed reduction per CVC Section 22358.6(b).

19.Emery Street (Park Avenue to Peralta Street)
▪ Existing Speed Limit: 25 mph
▪ Recommended Speed Limit: 25 mph
• Justification: No speed reduction recommended.

20.Adeline Street (47th Street to 36th Street)
▪ Existing Speed Limit: 30 mph
▪ Recommended Speed Limit: 20 mph
• Justification: Ten mph speed reduction per CVC Section 22358.6(b) and Section 22358.7(b)(2).

21.Emeryville Greenway (Ocean Avenue to North City Limits) ▪ Existing Speed Limit: None
▪ Recommended Speed Limit: 12 mph
• Justification: Establishment of a speed limit is aligned with peer agency practices for similar high-conflict, multi-use paths, balancing pedestrian safety, trail comfort and bicycle mobility.

A summary of the data analysis, along with recommended speed limits, can be found in Attachment A – Speed Survey Recommendations. The full report in its entirety can be found in Attachment B – City of Emeryville 2026 Engineering and Traffic Survey, Final Project Report, dated March 27, 2026.

FISCAL IMPACT
There will be minor cost increases to the 2026 Sustainable Streetscapes Paving Project in order to implement the signage changes to update old speed limit signs for the new speed limit signs citywide. The expected costs for this work are estimated to be under $10,000, for which the Public Works Operating Budget has adequate budget to complete.

STAFF COMMUNICATION WITH THE PUBLIC
City Staff has presented and discussed the Engineering and Traffic Survey with:

1. Transportation and Sustainability Committee on February 10, 2026

2. Transportation and Sustainability Committee on March 10, 2026

3. Bicycle/Pedestrian Advisory Committee on April 6, 2026.

Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

CONFLICT OF INTEREST
None.

CONCLUSION
Staff recommends that the City Council take the following actions:

1. Take public testimony regarding the Ordinance.

2. Adopt the first reading of the Ordinance.

PREPARED BY: Phillip Toste, Associate Civil Engineer

ATTACHMENTS
▪ Draft Ordinance
o Attachment A – Speed Survey Recommendations
o Attachment B – City of Emeryville Engineering and Traffic Survey (Dated 3/27/2026)
ORDINANCE NO.

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EMERYVILLE AMENDING SECTION 4-9.39(F) ("SPEED LIMITS") IN CHAPTER 9 ("VEHICULAR TRAFFIC AND PARKING") OF TITLE 4 OF THE EMERYVILLE MUNICIPAL CODE
CEQA DETERMINATION: EXEMPT PURSUANT TO STATE CEQA GUIDELINES SECTION 15061(B)(3)
WHEREAS, engineering and traffic surveys are regularly conducted once every five (5) years by governing municipalities for the purpose of ensuring enforcement of speed limits to ensure such limits set are not speed traps pursuant to Section 40802(a) of the California Vehicle Code (CVC); and
WHEREAS, engineering and traffic surveys supporting seed limits may be extended to every seven (7) years if criteria are met, or every fourteen (14) years if a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred as specified in Section 40802(c) of the CVC; and
WHEREAS, the CVC Section 22357 authorizes cities to increase speed limits above 25 miles per hour by ordinance to appropriate limits as determined by an engineering and traffic survey; and
WHEREAS, this Ordinance is adopted pursuant to the City’s police powers and afforded under the State Constitution and state law to protect the health, safety, and welfare of the public, and is based upon the Engineering and Traffic Survey dated March 27, 2026, prepared by Iteris, Inc. for the City of Emeryville and Table 4.1 and Table 4.2 dated March 27, 2026, prepared by Iteris, Inc. for the City of Emeryville;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EMERYVILLE DOES HEREBY ORDAIN AS FOLLOWS:

SECTION ONE. AMENDING SECTION 4-9.39(f) IN CHAPTER 9 OF TITLE 4 OF THE

EMERYVILLE MUNICIPAL CODE
Chapter 9 of Title 4 of the Emeryville Municipal Code, entitled “Vehicular Traffic and Parking”, is hereby amended to replace Section 4-9.39(f) with the following language:
4-9.39 Speed Limits.
(f) Speed Limits. When signs are erected giving notice thereof, the prima facie speed limit shall be as set forth in this Section upon the following streets or portions of streets:

Ordinance No. _____
Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

Name of Street Portion of Street Affected
(limits thereof)
Prima Facie
Speed Limit
(mph)
40th Street East Abutment of 40th Street Bridge to
San Pablo Avenue
30 45th Street Horton Street to Adeline Street 15
47th Street/Steve Dain
Drive
Doyle Street to Adeline Street 15
53rd Street Horton Street to San Pablo Avenue 15
59th Street Horton Street to Vallejo Street 15
61st Street Hollis Street to Vallejo Street 15
62nd Street Overland Avenue to Vallejo Street 15
65th Street La Coste Street to Hollis Street 25
65th Street Hollis Street to Vallejo Street 20
66th Street Western Limit to Emeryville Greenway 20
67th Street Shellmound Street to E’ville Greenway 20
Adeline Street 47th Street to 36th Street 20
Beaudry Street 59th Street to 55th Street 20
Christie Avenue 65th Street to Powell Street 20
Christie Avenue Powell Street to Shellmound Street 25
Doyle Street Ocean Avenue to 62nd Street 15
Doyle Street 61st Street to 55th Street 15
Emery Street Park Avenue to Peralta Street 25
Emeryville Greenway Ocean Avenue to North City Limits 12 Frontage Road Powell Street to Point Emery Lane 25
Halleck Street Sherwin Avenue to Beach Street 20
Hollis Street 67th Street to Powell Street 25
Hollis Street Powell Street to Yerba Buena Street 20
Horton Street 62nd Street to 40th Street 15
La Coste Street 65th Street to 64th Street 25
Overland Avenue 65th Street to 62nd Street 15
Park Avenue Halleck Street to San Pablo Avenue 20
Peladeau Street 59th Street to Stanford Avenue 20
Powell Street I-80 Frontage Road to Vallejo Street 30
Powell Street Emery Cove Yacht Harbor to I-80
Frontage Road
25 Shellmound Street 67th Street to Christie Avenue 20
Shellmound Street Christie Avenue to East Abutment of
40th Street Bridge
30 Stanford Avenue Horton Street to Vallejo Street 15
Vallejo Street 66th Street to 55th Street 20
Ordinance No. _____
Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

SECTION TWO. SEVERABILITY
Every section, paragraph, clause, and phrase of this Ordinance is hereby declared to be severable. If for any reason, any section, paragraph, clause, or phrase is held to be invalid or unconstitutional, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining section, paragraphs, clauses or phrases.

SECTION THREE. CEQA DETERMINATION
This Ordinance is exempt from the requirements of the California Environmental Quality Act (CEQA) under the “general rule” at Section 15061(b)(3) because it can be seen with certainty that there is no possibility that the ordinance may have a significant effect on the environment.

SECTION FOUR. CODIFICATION
Section One of this Ordinance shall be codified in the Emeryville Municipal Code.

Sections Two, Three, Four, and Five shall NOT be so codified.

SECTION FIVE. EFFECTIVE DATE AND POSTING
This Ordinance shall take effect 30 days following its final passage. The City Clerk is directed to cause copies of this Ordinance to be posted or published as required by Government Code Section 33693.

Ordinance No. _____
Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

Ordinance No. _____
Approving Engineering & Traffic Survey and Designate Speed Limits - 2026 City Council Meeting | April 7, 2026

This Ordinance was INTRODUCED AND FIRST READ by the City Council of the City of Emeryville at a regular meeting held Tuesday, April 7, 2026 and PASSED AND ADOPTED by the City Council of the City of Emeryville at a regular meeting held Tuesday, April 21, 2026 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

MAYOR
ATTEST: APPROVED AS TO FORM:

CITY CLERK CITY ATTORNEY

ATTACHMENTS
▪ Attachment A – Speed Survey Recommendations
▪ Attachment B – City of Emeryville Engineering and Traffic Survey (Dated 3/27/2026) Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 25
Table 4.1: Recommended Speed Limits
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit
(mph)
ADT Total
Collisions Crash Rate
Statewide
Average
Collision
Rate
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed
(mph)
85th
Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage
of Vehicles
in Pace
(%)
Eligible for
Additional 5-
mph Speed
Reduction
(CVC 22358.7)
Recommended
Speed Limit
Speed Limit Change
Justification
1 67th St Shellmound St to
Emeryville Greenway 0.34 25 2,903 2 1.85 1.27 No 23 26 18-22 82.0 No 20 CVC Section 22358.6 (b) 2 66th St Western Limit to
Emeryville Greenway 0.29 25 1,308 2 4.82 1.27 No 20 25 16-25 76.0 No 20 CVC Section 22358.6 (b)

3.1 62nd St Overland Av to Hollis
St 0.14 25 653 0 0.00 1.27 Yes 20 23 16-25 85.7 No 15 CVC Section 22358.6 (c), Local Road

3.2 62nd St Hollis St to Vallejo St 0.19 25 653 0 0.00 1.27 Yes 20 23 16-25 85.7 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)
4 61st St Hollis St to Vallejo St 0.20 25 695 1 6.57 1.27 No 21 24 15-24 83.0 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)
5 59th St Horton St to Vallejo
St 0.29 25 558 6 33.86 1.27 No 22 26 18-27 90.0 Yes 15
CVC Section 22358.6
(b), Section
22358.7(b)(2)
6 Powell St
Emery Cove Yacht
Harbor to I-80
Frontage Rd

0.89 30 3,639 18 5.08 1.27 No 28 34 23-32 70.0 Yes 25
CVC Section 22358.6
(c), Section
22358.7(b)(2)

7.1 Stanford Av Horton St to Doyle St 0.22 25 1,208 1 3.44 1.27 No 21 26 17-26 80.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)

7.2 Stanford Av Doyle St to Vallejo St 0.10 25 762 1 11.98 1.27 No 21 26 17-26 80.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)
8 47th St/Steve
Dain Dr Doyle St to Adeline St 0.47 25 655 1 2.97 1.27 No 22 26 17-26 84.0 Yes 15 CVC Section 22358.6
(b), and Section
22358.7(b)(2)
9 45th St Horton St to Adeline
St 0.68 25 1,768 10 7.60 1.27 No 24 28 20-29 79.0 No 15 CVC Section 22358.6 (c), Local Road
10 Halleck St Sherwin Ave to Beach
St 0.16 25 1,944 0 0.00 1.27 Yes 20 24 15-24 78.0 No 20 CVC Section 22358.6 (c) 11 Shellmound
St
67th St to Christie
Avenue 0.79 25 4,530 29 7.40 1.27 No 19 23 14-23 81.0 Yes 20 CVC Section 22358.6 (c) 12 Overland Av 65th St to 62nd St 0.27 25 768 0 0.00 1.27 Yes 22 26 17-26 70.6 No 15 CVC Section 22358.6 (b), Local Road
13 Peladeau St 59th St to Stanford
Av 0.12 25 1,867 1 4.08 1.27 No 20 24 14-23 79.0 Yes 20 CVC Section 22358.6 (c) Attachment A - Page 1 of 4
Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 26
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit
(mph)
ADT Total
Collisions Crash Rate
Statewide
Average
Collision
Rate
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed
(mph)
85th
Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage
of Vehicles
in Pace
(%)
Eligible for
Additional 5-
mph Speed
Reduction
(CVC 22358.7)
Recommended
Speed Limit
Speed Limit Change
Justification
14 Hollis St Powell St to Yerba
Buena Av 0.78 25 3,995 13 3.81 0.97 No 23 28 18-27 80.0 Yes 20 CVC Section 22358.6
(c), Section
22358.7(b)(2)

15.1 Doyle St Ocean Av to 62nd St 0.17 25 333 0 0.00 1.27 Yes 15 18 10-19 92.0 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)

15.2 Doyle St 61st St to 55th St 0.38 25 1,353 4 7.11 1.27 No 16 20 12-21 87.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)
16 Beaudry St 59th St to 55th St 0.28 25 352 1 9.27 1.27 No 20 25 17-26 79.2 Yes 20 CVC Section 22358.6 (b) 17 Vallejo St 66th St to 55th St 0.76 25 513 2 4.68 1.27 No 22 27 18-27 79.8 No 20 CVC Section 22358.6 (b) 18 Emery St Park St to Peralta St 0.26 25 5,612 9 5.63 1.27 No 25 30 21-30 73.0 No 25 CVC Section 22358.6 (b) 19 Adeline St 47th St to 36th St 0.67 30 5,693 6 1.44 1.27 No 25 30 21-30 84.0 Yes 20 CVC Section 22358.6
(b), Section
22358.7(b)(2)
Table 4.2: Recommended Bicycle Speed Limit for the Emeryville Greenway # Facility Segment Limits Facility Type /
Classification Length (mi) Existing Posted Speed Limit
Speed Study
Metric
Volume Metric
(counts)
Data Source /
Year
Collision History
(period)
Recommended
Speed Limit Key Operational Notes / Comment
20 Emeryville
Greenway
Ocean Avenue
to 67th Street
(North City
Limits)
Shared-Use
Path 0.27
None / not
codified in
Emeryville
Municipal Code
Applicable
policy
guidance, and
a peer review
of speed
management
practices from
other
jurisdictions.

Avg Daily
Volumes (Eco
Counter):

Weekday:
1,373
peds/day; 722
bikes/day.

Weekend:
1,012
peds/day; 541
bikes/day
Eco Counter
(January 2025 -
July 2025)
No reported
pedestrian/bicycle
collisions
(TIMS/CCRS, May
2019-Jun 2025)
12 mph
(contextsensitive
bicycle speed
limit)
A 12-mph bicycle speed limit was recommended for the
Emeryville Greenway due to consistently high pedestrian volumes, which often exceed bicycle volumes and create
frequent pedestrian–bicyclist interactions, particularly during weekday midday and weekend periods. Although no
collisions were reported between 2019 and 2025, observed use patterns indicate a proactive need to manage speeds on this shared-use facility. The recommended speed aligns with peer agency practices for high-conflict multi-use paths and balances pedestrian safety, trail comfort, and bicycle mobility.

Attachment A - Page 2 of 4
Attachment A - Page 3 of 4
Attachment A - Page 4 of 4
Iteris. Moving smarter, together
2026 Engineering and Traffic Survey (E&TS)
City of Emeryville
Final Project Report
March 27, 2026
Submitted to:

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | i

TABLE OF CONTENTS
Certification.............................................................................................................................................................1 1 Project Overview ........................................................................................................................................2 2 Methodology ..............................................................................................................................................6 California Vehicle Code (CVC).............................................................................................................. 6 California Manual for Setting Speed Limits ....................................................................................... 11 3 Data Collection .........................................................................................................................................12

3.1 Radar Speed Survey ........................................................................................................................... 12 Average Daily Traffic (ADT) Counts.................................................................................................... 13 Collision Data ..................................................................................................................................... 13 Roadway Characteristics.................................................................................................................... 13 4 Summary of Recommendations...............................................................................................................15 TABLES
Table 1.1: Study Segments......................................................................................................................................2 Table 3.1: California State Highways Statewide Collision Rates (2023)................................................................13 Table 3.2: Study Segments Collision Analysis .......................................................................................................14 Table 4.1: Recommended Speed Limits................................................................................................................25 Table 4.2: Recommended Bicycle Speed Limit for the Emeryville Greenway ......................................................26

FIGURES
Figure 1.1: Study Segments with Existing Speed Limits..........................................................................................5 Figure 4.1: Study Segments with Recommended Speed Limits............................................................................27

APPENDICES
APPENDIX A – Certifications
APPENDIX B – ETS, ADT & Collision Data
APPENDIX C – Summary of Recommendations & One Page Summary Sheets APPENDIX D – Technical Memorandum for Recommended Bicycle Speed Limit on Emeryville Greenway Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 1

CERTIFICATION
I certify that the attached Engineering and Traffic Survey for the City of Emeryville, California conforms to California Vehicle Code, Section 627, which defines an engineering and traffic survey and required criteria, and the methodology established in the California Manual on Uniform Traffic Control Devices, 2014 Edition, Revision 9, effective April 1, 2025. I certify that all analyses pertaining to this study were conducted under my direction.
_____________________________
David Huynh, P.E.

RCE# 60230
Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 2
1 PROJECT OVERVIEW
This report presents the results of the Engineering and Traffic Survey (E&TS) conducted for the City of Emeryville along nineteen (19) roadway segments within the City limits. Per the California Vehicle Code (CVC), an engineering and traffic survey for speed limits istypically conducted every five years by governing municipalities.

Engineering and traffic surveys for speed limits are regularly conducted by state and local agencies once every five, seven, or 14 years in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review. These changes include the addition or elimination of parking, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control, or significant changes in traffic volumes.

The CVC requires that speed surveys be conducted with the use of radar or other electronic devices at locations where speed limits are to be enforced with the use of radar. The certifications for the radar guns and the radar operators involved with this project are contained in Appendix A. The current survey must be completed within five years as specified in Section 40802(a)(2); seven years as specified in Section 40802(c)(2)(B)(I), or 14 years as specified in Section 40802(c)(2)(B)(II), of the date of the preceding survey.

Table 1.1 summarizes the nineteen (19) roadway segments where a new E&TS was conducted. Figure 1.1 illustrates all 19 study segments with existing speed limits.

Of the nineteen segments included in the engineering and traffic survey, Doyle Street was divided into two sections: Ocean Avenue to 62nd Street, and 61st Street to 55th Street. This division was made because the first section is a one-way street, while the second is two-way, resulting in different roadway characteristics and traffic patterns.

In addition to the roadway speed limit analysis conducted as part of this E&TS, a focused review of the Emeryville Greenway trail was also completed. The review was undertaken to evaluate operating conditions on the Greenway, a high‑volume shared‑use path that functions differently from the City’s roadway network. The assessment considered pedestrian and bicycle activity, observed user interactions, and applicable state and national guidance to inform context‑appropriate speed management recommendations for the trail.

Table 1.1: Study Segments
# Street Survey Limits
Caltrans
Roadway
System
Functional
Classification
City of Emeryville General Plan
Functional Classification
Length
(mi)
Existing
Speed
Limit
(mph)
1 67th St Shellmound St to
Emeryville Greenway Local Street Local Street 0.34 25
2 66th St Western Limit to
Emeryville Greenway Local Street Local Street 0.29 25

3.1 62nd St Overland Av to Hollis
St Local Street Local Street 0.14 25

3.2 62nd St Hollis St to Vallejo St Local Street Local Street 0.19 25 4 61st St Hollis St to Vallejo St Local Street Local Street 0.20 25 Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 3
# Street Survey Limits
Caltrans
Roadway
System
Functional
Classification
City of Emeryville General Plan
Functional Classification
Length
(mi)
Existing
Speed
Limit
(mph)
5 59th St Horton St to Vallejo
St Local Street
Transit Street from Horton
Street to Hollis Street;
Bike Boulevard from Horton
Street to Doyle Street;
Local Street from Doyle Street
to Vallejo Street

0.29 25
6 Powell St
Emery Cove Yacht
Harbor to I-80
Frontage Rd
Local Street Transit Street;
Class II & Class III Bike Lanes 0.89 30

7.1 Stanford Av Horton St to Doyle St Local Street
Transit Street from Horton
Street to Hollis Street;
Bike Boulevard from Horton
Street to Doyle Street

0.22 25

7.2 Stanford Av Doyle St to Vallejo St Local Street Local Street from Doyle Street to Vallejo Street 0.10 25
8 47th
St/Steve
Dain Dr
Doyle St to Adeline
St Local Street Local Street 0.47 25
9 45th St Horton St to Adeline
St Local Street Bike Boulevard 0.68 25
10 Halleck St Sherwin Ave to
Beach St
Major
Collector
Connector Street from Park
Avenue to Beach Street;
Local Street from Sherwin
Avenue to Park Avenue;
Class II & III Bike Lanes

0.16 25
11 Shellmound
St
67th St to Christie
Avenue Local Street Transit Street, Class II & III Bike Lanes 0.79 25 12 Overland
Av 65th St to 62nd St Local Street Bike Boulevard 0.27 25 13 Peladeau St 59th St to Stanford
Av Local Street Local Street 0.12 25
14 Hollis St Powell St to Yerba
Buena Av Minor Arterial Transit Street 0.78 25

15.1 Doyle St Ocean Av to 62nd St Local Street Bike Boulevard 0.17 25

15.2 Doyle St 61st St to 55th St Local Street Bike Boulevard 0.38 25 16 Beaudry St 59th St to 55th St Local Street Local Street 0.28 25 17 Vallejo St 66th St to 55th St Local Street Local Street 0.76 25 18 Emery St Park St to Peralta St Local Street Connector Street; Class II & III Bike Lanes 0.26 25
19 Adeline St 47th St to 36th St Minor Arterial Connector Street 0.67 30 Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 4
The E&TS evaluation was conducted in accordance with the California Vehicle Code and the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Revision 9, Section 2B.13. The Caltrans Manual for Setting Speed Limits, March 2025, was also referenced.

The E&TS consists of engineering measurements of the prevailing speeds along survey segments, a review of accident records, and field review including roadway, traffic, and land use conditions. Other factors considered in an E&TS include residential density and pedestrian and bicycle safety.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 5
Figure 1.1: Study Segments with Existing Speed Limits
Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 6
2 METHODOLOGY
The procedures used to formulate recommendations in this report meet the requirements of the California Vehicle Code (CVC) Section 627; Sections 22348 through 22413; and Section 40802 and others referenced in this section, the California Manual of Uniform Traffic Control Devices (CA MUTCD), Revision 9, Section 2B.13, and the California Manual for Setting Speed Limits, March 2025.

The analysis and recommendations provided in this E&TS study include Assembly Bill 43 requirements which have been in effect since June 30, 2024.

The California Legislature passed Assembly Bill 43 – Traffic Safety in September 2021. The bill was introduced by Assembly Member Laura Friedman from the 43rd Assembly District in Southern California.

The bill changes the process by which E&TS studies are prepared by authorizing local agencies to consider the safety of vulnerable pedestrian groups in addition to the traditional speed limit determination process based on prevailing speeds and road conditions. The bill also introduces the ability to establish permanent 15- and 20-MPH speed limits on roads that were historically only implemented as part of special speed zone segments along school routes or senior center areas.

AB 43 amends sections 627, 21400, 22352, 22354, 22358, and 40802, and adds to sections 22358.6, 22358.7, 22358.8, and 22358.9 of the CVC, relating to traffic safety. The CA MUTCD 2014, Revision 9 includes standards and guidelines to implement the changes to existing E&TS studies authorized by AB 43.

The analysis conducted under this section utilizes CVC Section 22358.7(a)(2) for land or facility that generates high concentration of bicycles and pedestrians and CVC Section 22358.9 – Prima facie speed limit on a highway contiguous to a business activity district to assess and recommend further speed limit reduction at the nineteen surveyed segments.

California Vehicle Code (CVC)
Summarized below are the sections from the CVC relevant to this study.

CVC Section 627 – Engineering and Traffic Survey
CVC Section 627 provides the definition and requirements of an E&TS study. “(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 7
property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.”
CVC Section 22352 – Prima Facie Speed Limits
CVC Section 22352 establishes prima facie speed limits for local roads and streets. A speed limit of 15 mph is applicable at railroad crossings and highway intersections, a speed limit of 25 mph is applicable on any highway in any business or residence district, near school zones and senior citizen facilities, contingent on the conditions specified in this CVC section, italicized below. “The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flag person is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 8
“SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.”
CVC 22358 and 22358.3 – Reduction of Local Speed Limit to 15 or 20 mph CVC Section 22358 allows the speed limits along local streets to be established at the lower limit of 20 or 15 mph on the basis of an E&TS.
“Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.”
CVC Section 22358.3 allows reduction of speed limits along local streets to 15 or 20 mph in a business or residential districts with street width less than 25 feet, if the E&TS study deems that 25 mph speed limit is reasonable along that street.
“Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.”
CVC 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
CVC Section 22358.6 allows 5 mph increment or reduction to the radar collected 85th percentile speed to the nearest 5 mph for determining the posted speed limit on a street. This section allows an additional reduction of 5 mph if the reasons are documented in an E&TS study, contingent to this section. “(a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the freeflowing traffic. (b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 9
limit by five miles per hour from the nearest five mile per hour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable. (c) In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. If the speed limit is rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b). (d) In addition to subdivisions (b) and (c), a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th percentile speed.
(f) Notwithstanding subdivisions (a) to (e), inclusive, a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.” CVC Section 22358.7 – Safety Corridor and Facilities generating high concentrations of bicyclists and pedestrians
CVC Section 22358.7 allows further speed reduction by up to 5 mph on designated safety corridors or roads near high pedestrian/bicyclist activity.
“(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b)
(1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System.
(2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 10
the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

CVC Section 22358.8 – Retain Existing Speed Limits
CVC Section 22358.8 allows local agencies to retain an existing speed limit, or restore the immediately prior speed limit, if that speed limit was established after completing an E&TS study and is evaluated by a registered traffic engineer.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles pe hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

CVC Section 22358.9 - Prima facie speed limit on a highway contiguous to a business activity district
CVC Section 22358.9 allows local authorities to set a 20 or 25 mph prima facie speed limit on highways adjacent to business activity districts. A business activity district must meet zoning and at least three criteria such as retail frontage, parking, frequent traffic controls, and marked crosswalks. “a)
(1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a "business activity district" is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 11
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.” California Manual for Setting Speed Limits
California Vehicle Code (CVC) Section 40802(b)(1) and as referenced in the California Manual for Setting Speed Limits, March 2025, Section 2.12, allow local agencies to establish speed limits on roads classified as “local” in the California Road System1 without conducting an engineering and traffic survey. These roads typically provide residential access and meet specific criteria (e.g., ≤40 ft width, ≤½ mile uninterrupted length, one lane per direction). This provision enables cities and counties to set reasonable speed limits, typically between 15 and 50 mph, using sound engineering judgment and an ordinance, reducing resource needs while maintaining enforceability. The established limits remain valid as long as the roadway retains its local classification or conditions remain unchanged. The California Manual for Setting Speed Limits is intended as a reference guide, not a regulatory document, and does not replace State law, requirements or professional engineering judgment.
1 California Road System-Functional Classification (CRS) Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 12
3 DATA COLLECTION
Per CVC Section 627, an E&TS evaluation requires at a minimum: prevailing speeds as determined by traffic engineering measurements, accident records, and roadside conditions not readily apparent to the driver.

It also recommends evaluating residential density and safety of pedestrians and bicyclists. The following sections summarize the data collection efforts conducted for the study.

3.1 Radar Speed Survey
Traffic speed surveys were conducted with calibrated radar guns on days with typical weather conditions and during off-peak periods. To ensure the sample is representative of actual traffic flow, a minimum of 100 vehicle samples were collected in total across both directions with no fewer than 50 samples at any location.

Radar speed survey data was collected in the months of October, November, and early December 2025.

The certificate of calibration for the radar gun and tuning fork used is provided in Appendix A. Appendix B provides radar speed surveys conducted at the nineteen study segments.

The speed survey conducted summarizes the following metrics at the nineteen roadway segments:
• Street surveyed
• Survey limits
• Street direction
• Date/day of the survey
• Start time & end time of survey
• Number of vehicles surveyed
• 85th percentile speed, 50th percentile speed, 10 mile pace • Percent and number of vehicles observed within the 10 mph pace speed • Percent and number of vehicles observed below pace
• Percent and number of vehicles observed above pace
• Range of speeds observed and standard deviation
A brief description of the metrics is provided below:
• 50th Percentile Speed (Median Speed): This is the speed at which 50 percent of the vehicles sampled are travelling at or below posted speed limit.
• 85th Percentile Speed (Critical Speed): The 85th percentile speed is the speed at or below which 85 percent of the drivers travel on a road segment. Motorists traveling above the 85th percentile speed are exceeding the safe and reasonable speed for road and traffic conditions. • 10 mph Pace Speed: The 10-mph pace is the range of speed at which most cars are traveling on a particular stretch of road. While the 85th percentile is the maximum speed that 85% of drivers will not exceed, the 10-mph pace is the range of speed at which those cars are moving. • Average Speed: The average speed is the cumulative speed of the surveyed vehicles divided by the number of vehicles.
• Speed Range: The range of speed is the speed range between the fastest and slowest vehicles Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 13
observed. A large difference in speed range (30 mph, for example) indicates less favorable conditions than a smaller range. The greater the range, the more inconsistency in travel speeds resulting in a greater likelihood of traffic collisions. In general, uniform speeds result in the smooth progression of traffic.

Average Daily Traffic (ADT) Counts
Three-day, 24-hour average daily traffic (ADT) counts from Tuesday through Thursday were collected at all study locations during October and November 2025 under typical weather conditions, except at Powell Street and Hollis Street, where recent historical data from the past three years was used. These counts were used to determine the accident rates for each roadway segment, which is used in evaluating the appropriate speed limit for each segment. Appendix B provides all ADT data used for this study.

Collision Data
Collisions reported from November 1, 2022, to October 31, 2025 (total of three years) were obtained from California Crash Reporting System (CCRS) and evaluated for all study segments. Appendix B provides the collision data used for this study. The total collisions along each segment were used to determine the collision rate/accidents per million vehicle miles (ACC/MVM) and compared to the statewide average collision rate for similar segments obtained from Caltrans 2023 Crash Data on California State Highways (road miles, travel, crashes, crash rates). The analysis uses the following formulae.

Number of Years of Collision Data 3
Million Vehicle Miles (MVM) (AADT*segment length*365*number of years)/1,000,000 Crash Rate Total Number of Crashes/MVM
Table 3.1 provides a summary of the California State Highways statewide collision rates, and Table 3.2 summarizes the calculated collision rates for each roadway segment.

Table 3.1: California State Highways Statewide Collision Rates (2023) Lane Type Total Crashes Per MCM*
Urban (Inside City) 2 and 3 Lanes 1.27
Urban (Inside City) 4+ Lanes (Undivided) 0.97
Urban (Inside City) 4+ Lanes (Divided) 0.99
Note: Urban (Inside City) 3-Yr Rates (2021, 2022, 2023) used.

Roadway Characteristics
A field review was conducted for all segments included in the study. The field review included driving each street to determine the speed of traffic that is reasonable from the driver's viewpoint, review of existing speed limit signs, visibility, roadway characteristics such as presence of driveways, medians, bicycle lanes, uncontrolled crosswalks, vertical and horizontal curves, on-street parking, sidewalks, and pavement condition, adjacent land use, and any current construction activities that would impact travel speed.

Appendix C includes one-page summary sheets documenting relevant roadway conditions and facilities for all study segments.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 14
Table 3.2: Study Segments Collision Analysis
# Street Survey Limits
Length of
Roadway
Segment
(miles (mi))
Total Collisions
(November 1,
2022 – October
31, 2025)
Pedestrian/
Bicycle Collisions
Speed Related
Collisions ADT ADT Data Year MVM Crash Rate
Statewide
Average
Collision Rate
Crash Rate
lower than
Statewide
Average?
1 67th St Shellmound St to Emeryville Greenway 0.34 2 1 0 2,903 2025 1.08 1.85 1.27 No 2 66th St Western Limit to Emeryville Greenway 0.29 2 0 0 1,308 2025 0.42 4.82 1.27 No

3.1 62nd St Overland Av to Hollis St 0.14 0 0 0 653 2025 0.10 0.00 1.27 Yes

3.2 62nd St Hollis St to Vallejo St 0.19 0 0 0 653 2025 0.14 0.00 1.27 Yes 4 61st St Hollis St to Vallejo St 0.20 1 0 1 695 2025 0.15 6.57 1.27 No 5 59th St Horton St to Vallejo St 0.29 6 2 1 558 2025 0.18 33.86 1.27 No 6 Powell St Emery Cove Yacht Harbor to I-80
Frontage Rd 0.89 18 8 3 3,639 2023 3.55 5.08 1.27 No

7.1 Stanford Av Horton St to Doyle St 0.22 1 0 1 1,208 2025 0.29 3.44 1.27 No

7.2 Stanford Av Doyle St to Vallejo St 0.10 1 0 0 762 2025 0.08 11.98 1.27 No 8 47th St/Steve Dain
Dr Doyle St to Adeline St 0.47 1 0 0 655 2025 0.34 2.97 1.27 No 9 45th St Horton St to Adeline St 0.68 10 3 1 1,768 2025 1.32 7.60 1.27 No 10 Halleck St Sherwin Ave to Beach St 0.16 0 0 0 1,944 2025 0.34 0.00 1.27 Yes 11 Shellmound St 67th St to Christie Avenue 0.79 29 7 1 4,530 2025 3.92 7.40 1.27 No 12 Overland Av 65th St to 62nd St 0.27 0 0 0 768 2025 0.23 0.00 1.27 Yes 13 Peladeau St 59th St to Stanford Av 0.12 1 0 0 1,867 2025 0.25 4.08 1.27 No 14 Hollis St Powell St to Yerba Buena Av 0.78 13 6 0 3,995 2022 3.41 3.81 0.97 No

15.1 Doyle St Ocean Av to 62nd St 0.17 0 0 0 333 2025 0.06 0.00 1.27 Yes

15.2 Doyle St 61st St to 55th St 0.38 4 1 0 1,353 2025 0.56 7.11 1.27 No 16 Beaudry St 59th St to 55th St 0.28 1 0 1 352 2025 0.11 9.27 1.27 No 17 Vallejo St 66th St to 55th St 0.76 2 1 0 513 2025 0.43 4.68 1.27 No 18 Emery St Park St to Peralta St 0.26 9 2 1 5,612 2025 1.60 5.63 1.27 No 19 Adeline St 47th St to 36th St 0.67 6 4 0 5,693 2025 4.18 1.44 1.27 No Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 15
4 SUMMARY OF RECOMMENDATIONS
This section presents the recommended speed limits for all surveyed segments based on the results of the engineering and traffic survey (E&TS) and applicable provisions of the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (CA MUTCD). The recommended speed limits were established using key metrics such as average speed, 85th percentile speed, and 10 mph pace speed, while also considering significant contextual factors including existing land use, residential density, pedestrian and bicycle safety, business activity districts, parking conditions, roadway design characteristics, and collision history.

Table 4.1 summarizes the evaluation metrics for all nineteen (19) surveyed segments included in this study.

Appendix C provides detailed recommendation tables and one-page summary sheets for each segment, and Figure 4.1 illustrates the recommended speed limits across the study area. These recommendations aim to ensure that posted speed limits reflect prevailing conditions and comply with state regulations, supporting safe and enforceable speed zones under the Basic Speed Law (CVC Section 22350).

The following subsections provide segment-by-segment recommendations, including the rationale for each speed limit adjustment based on survey data and applicable CVC provisions.

1. 67thStreet (Shellmound Street to Emeryville Greenway) The Engineering and Traffic Survey for 67th Street recorded an 85th percentile speed of 26 mph. Under CVC Section 22358.6(b), a local agency may round downward to the next 5-mph increment after rounding to the nearest 5-mph increment.

Although 67th Street includes a crossing of the Emeryville Greenway Trail near the eastern city limits, the corridor does not include additional facilities that generate high levels of pedestrian or bicycle activity and therefore does not qualify for an additional 5‑mph reduction under CVC Section 22358.7(b)(2). The street also does not meet the criteria for a business activity district as defined in CVC Section 22358.9. The existing speed limit along 67th Street is 25 mph. The 10-mph pace speed ranges from 18 mph to 27 mph, with 82% of vehicles traveling within this range.

Based on the Engineering and Traffic Survey and the provisions of CVC Section 22358.6(b), the recommended speed limit for 67th Street is 20 mph.

2. 66th Street (Western Limit to Emeryville Greenway)
The Engineering and Traffic Survey for 66th Street recorded an 85th percentile speed of 25 mph. Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after rounding to the nearest 5-mph increment. Since the existing speed limit is 25 mph, the recommended speed limit is 20 mph. While 66th Street provides access to the Emeryville Trail Crossing, it is the only high pedestrian/bicycle generator along this corridor and does not qualify for additional speed reduction under CVC Section 22358.7(b)(2). Additionally, this street does not meet the business activity district criteria outlined in CVC Section 22358.9. The 10-mph pace speed ranges from 16 mph to 25 mph, with 76% of vehicles traveling within this range. Therefore, the recommended speed limit for 66th Street is 20 mph.

Field observations showed that visibility at Hollis Street in the eastbound direction is limited, often requiring drivers to inch forward onto the sidewalk to see approaching traffic. Implementing the recommended reduced speed limit will further improve safety by giving drivers and pedestrians more reaction time and reducing the severity of potential conflicts.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 16

3. 62nd Street (Overland Avenue to Vallejo Street)
The Engineering and Traffic Survey for 62nd Street recorded an 85th percentile speed of 23 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied. The 10-mph pace speed for this segment ranges from 16 mph to 25 mph, with approximately 86 percent of vehicles traveling within this range, and the existing posted speed limit is 25 mph.

The land use, pedestrian and bicycle activity, and roadway characteristics vary significantly along 62nd Street between Overland Avenue and Vallejo Street. As a result, this corridor is divided into two segments, each with a different recommended speed limit.

3.1. 62nd Street (Overland Avenue to Hollis Street)
The segment of 62nd Street between Overland Avenue and Hollis Street is characterized by commercial and industrial frontages and does not serve as a significant pedestrian or bicycle generator. This portion of the corridor functions as an extension of Overland Avenue, with westbound traffic stopping at Overland Avenue and eastbound traffic transitioning freely from Overland Avenue onto 62nd Street.

Based on the recorded 85th percentile speed, the 10-mph pace speed range, percentage of vehicles in pace, and application of CVC Section 22358.6(c), the recommended speed limit for this segment is 15 mph.

3.2. 62nd Street (Hollis Street to Stanford Avenue)
East of Hollis Street, land use and roadway context change substantially. This segment fronts Doyle Hollis Park, which extends along the full two blocks of 62nd Street between Hollis Street and Vallejo Street and generates high pedestrian and bicycle activity. In addition, a marked school crossing is present at Doyle Street within this segment. Due to these conditions, this portion of 62nd Street qualifies for an additional 5‑mph speed reduction under CVC Section 22358.7(b)(2).

The 10‑mph pace speed for this segment ranges from 16 mph to 25 mph, with approximately 86 percent of vehicles traveling within this range. The existing posted speed limit is 25 mph; however, applying CVC Section 22358.6(c) in combination with the additional reduction permitted under CVC Section 22358.7(b)(2) results in a recommended speed limit of 15 mph.

Field observations further identified limited westbound sight distance at the intersection of 62nd Street and Vallejo Street. Drivers frequently need to inch forward onto the sidewalk to gain adequate visibility of approaching traffic. Implementing the recommended reduced speed limit would improve safety by increasing driver and pedestrian reaction time and reducing the severity of potential conflicts at this location.

4. 61st Street (Hollis Street to Vallejo Street)
The Engineering and Traffic Survey for 61st Street recorded an 85th percentile speed of 24 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied.

In addition, the corridor qualifies for an additional 5-mph reduction under CVC Section 22358.7(b)(2) due to the presence of facilities that generate high pedestrian or bicycle activity such as the Doyle Hollis Park, YMCA, and while not fronting, is adjacent to the Golden Gate Playground and Recreation Center.

The 10-mph pace speed ranges from 15 mph to 24 mph, with 83% of vehicles traveling within this range.

Based on the Engineering and Traffic Survey and the provisions of CVC Section 22358.6(c) and the Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 17
additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for 61st Street is 15 mph.

5. 59th Street (Horton Street to Vallejo Street)
The Engineering and Traffic Survey for 59th Street recorded an 85th percentile speed of 26 mph. In accordance with California Vehicle Code (CVC) Section 22358.6(b), this speed may be rounded to the nearest 5‑mph increment and then rounded downward to the next lower 5‑mph increment, resulting in a base statutory speed of 20 mph.

The corridor includes several pedestrian and bicycle activity generators within 1,320 feet, including employment centers, a college campus, and access to the Emeryville Greenway. As such, 59th Street meets the criteria for a business activity district under CVC Section 22358.9 and qualifies for consideration of an additional 5‑mph reduction under CVC Section 22358.7(b)(2).

Based on the 85th percentile speed, pace speed analysis, roadway characteristics, and professional engineering judgment, the recommended speed limit for 59th Street is 15 mph.

6. Powell Street (Emery Cove Yacht Harbor to I-80 Frontage Road) The Engineering and Traffic Survey for Powell Street recorded an 85th percentile speed of 34 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied.

In addition, the corridor qualifies for an additional 5-mph reduction under CVC Section 22358.7(b)(2) due to the presence of facilities that generate high pedestrian or bicycle activity such as the Emeryville Marina Park, yacht harbor, children’s park, multi-use trail, employment center, recreational center, and retail.

The 10-mph pace speed ranges from 23 mph to 32 mph, with 70% of vehicles traveling within this range.

The existing posted speed limit is 30 mph. Based on the Engineering and Traffic Survey and the provisions of CVC Section 22358.6(c), and the additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for Powell Street is 25 mph.

The existing speed limit from Emery Cove Yacht Harbor to Captain Drive is 25 mph and from Captain Drive to Frontage Road is 30 mph. The speed survey was conducted between Captain Drive and Frontage Road, and the recommended speed limit of 25 mph applies to this eastern section with no change for the western section. However, if the recommended speed limit of 25 mph is adopted for the eastern section where the current limit is 30 mph, speed limit signs will need to be updated accordingly.

7. Stanford Avenue (Horton Street to Vallejo Street)
Stanford Avenue exhibits varying roadway geometry and operational characteristics along its length. The segment between Horton Street and Doyle Street operates as a two‑way roadway with a wider curb‑to‑curb width and relatively fewer geometric constraints. East of Doyle Street, Stanford Avenue transitions to a one‑way roadway in the eastbound direction, with on‑street parking and a narrower effective roadway width, resulting in a more constrained operating environment.

Due to the significant differences in roadway configuration and traffic operations on either side of Doyle Street, Stanford Avenue is divided into two segments at this location to address the distinct safety and operational needs of each portion of the corridor.

An Engineering and Traffic Survey was conducted on Stanford Avenue between Hollis Street and Doyle Street and recorded an 85th percentile speed of 26 mph. In accordance with California Vehicle Code (CVC) Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 18
Section 22358.6(b), this speed may be rounded to the nearest 5‑mph increment and then rounded downward to the next lower 5‑mph increment.

7.1. Stanford Avenue (Horton Street to Doyle Street)
Stanford Avenue between Horton Street and Doyle Street is a two‑way roadway with industrial land uses located west of Hollis Street and park east of Hollis Street. This segment also includes several pedestrian and bicycle generators, including access to Horton Landing Park, the Emeryville Greenway, and Stanford Avenue Park. As a result, this section of Stanford Avenue qualifies for an additional 5‑mph reduction under CVC Section 22358.7(b)(2). Also, Stanford Avenue, from Horton Street to Doyle Street meets the definition of a business activity district under CVC Section 22358.9 which allows for setting 20 mph speed limits when criteria are met.

The segment between Horton Street and Doyle Street primarily functions as a collector providing access to employment centers and parks. Based on the recorded 85th percentile speed and application of CVC Section 22358.6(b), the base statutory speed for this segment is 20 mph. Since this segment qualifies for an additional 5‑mph reduction, the recommended speed limit for this segment is 15 mph.

7.2. Stanford Avenue (Doyle Street to Vallejo Street)
Stanford Avenue between Doyle Street and Vallejo Street operates as a one‑way eastbound roadway with on‑street parking and a narrower effective roadway width, creating a more constrained operating environment than the segment west of Doyle Street. This portion of the corridor directly fronts Stanford Avenue Park, resulting in consistently high pedestrian and bicycle activity along the entire segment. The combination of constrained roadway geometry, reduced sight lines due to parked vehicles, and continuous recreational activity increases the potential for conflicts between vehicles and vulnerable road users and therefore qualifies this segment for an additional 5‑mph reduction under CVC Section 22358.7(b)(2).

While the Engineering and Traffic Survey recorded an 85th percentile speed of 26 mph for the larger corridor, these speeds reflect the characteristics of the wider, two‑way segment west of Doyle Street and are not representative of the constrained one‑way section east of Doyle. Field observations confirm that the narrower roadway, parking activity, and high pedestrian volumes naturally reduce comfortable driving speeds in this segment. Given the roadway configuration and consistently elevated pedestrian and bicycle activity, a 15 mph speed limit is recommended for this segment.

Although 15 mph falls below the overall corridor pace range, it aligns with the physical limitations and user activity patterns of this segment, providing a safer operating speed that reflects the segment’s unique context and reduces the likelihood and severity of conflicts.

8. 47th St/Steve Dain Dr (Doyle Street to Adeline Street) Along 47th Street/Steve Dain Drive, the roadway operates as a two-way street for vehicles, except at Salem Street where a physical divider restricts traffic for cars but remains open for bicycles. The divider does not allow through traffic to pass between east and west of Salem St, effectively creating two segments. West of San Pablo Avenue, 15 mph warning speed limit signs are posted, while east of Salem Street, the posted speed limit is 25 mph.

The Engineering and Traffic Survey for 47th Street/Steve Dain Drive conducted between Salem St and Adeline Street, recorded an 85th percentile speed of 26 mph. Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after rounding to the nearest 5-mph increment.

This corridor has high pedestrian/bicycle generators within 1,320 feet throughout the corridor such as Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 19
recreational centers, Temescal Creek Playground, and schools, qualifying it for an additional 5-mph reduction under CVC Section 22358.7(b)(2).

The 10-mph pace speed ranges from 17 mph to 26 mph, with 84% of vehicles traveling within this range.

Based on the Engineering and Traffic Survey and the provisions of CVC Section 22358.6(b), and the additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for 47th Street is 15 mph. A speed of 15 mph, lower than the pace speed range is recommended due to the presence of schools to the west of 47th street, mid-block and school crossings, and high pedestrian and bicycle generators along the corridor.

9. 45th Street (Horton Street to Adeline Street)
45th Street is classified as a local street in the Caltrans California Roadway System (CRS) – Functional Classification Map, which permits the City to establish speed limits without an Engineering & Traffic Survey (E&TS). The corridor functions as a designated bike boulevard, providing connections between residential areas, employment centers, and multiple trail facilities. Several pedestrian and bicycle generators are present along the street, including the Emery Apartments bike‑path cut‑through to the Horton Street Bike Boulevard and Horton Landing Park trail, the Joseph Emery Skate Park near San Pablo Avenue, and a secondary Pixar Animation Studios entrance that generates commute‑period pedestrian and bicycle activity. However, these generators are spaced more than 1,320 feet apart and therefore do not meet AB 43 eligibility criteria under CVC §22358.7(b)(2) for a statutory 5‑mph reduction based on high pedestrian and bicycle activity.

Vehicular traffic along 45th Street is divided into two disconnected segments: Horton Street to San Pablo Avenue, which primarily serves commercial and industrial land uses, and San Pablo Avenue to Adeline Street, which is a residential segment containing an elementary school. The speed survey was conducted on the western segment between Doyle Street and San Pablo Avenue. While several commercial land uses exist in this area, they are not consistently street‑fronting and do not appear to generate high levels of pedestrian or bicycle activity. In the eastern residential segment, the elementary school is the only notable pedestrian generator. As a result, the corridor does not meet the criteria for high pedestrian/bicycle concentrations under CVC §22358.7 or the business activity district requirements under CVC §22358.9.

The Engineering and Traffic Survey for 45th Street recorded an 85th percentile speed of 28 mph. Under CVC §22358.6(c), this speed is first rounded up to the nearest 5‑mph increment and may then be rounded down to the next increment, resulting in a permissible 25 mph speed limit, provided no other reductions are applied. The 10‑mph pace ranges from 20 mph to 29 mph, with 79 percent of vehicles traveling within this range. The existing posted speed limit is 25 mph.

Though the corridor is not eligibile for statutory speed reductions under AB 43, a 15 mph speed limit is recommended. This recommendation reflects the corridor’s bike‑boulevard designation, the consistent but spatially distributed pedestrian and bicycle activity, and Caltrans guidance allowing local agencies to set speed limits on local streets without an E&TS. Adopting a 15 mph limit better aligns with the operational intent of a shared bicycle‑priority corridor and enhances safety for vulnerable road users, while remaining consistent with statewide practice for local residential and multimodal streets.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 20

10. Halleck Street (Sherwin Avenue to Beach Street)
The Engineering and Traffic Survey for Halleck Street recorded an 85th percentile speed of 24 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied. This corridor does not have high pedestrian or bicycle generators within 1,320 feet and does not meet the business activity district criteria to qualify for an additional 5-mph reduction under CVC Sections 22358.7(b)(2) and 22358.9. The 10-mph pace speed ranges from 15 mph to 24 mph, with 78% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey and the provisions of CVC Section 22358.6(c), the recommended speed limit for Halleck Street is 20 mph.

Field observations indicate that visibility along Halleck Street in both northbound and southbound directions is limited at the Park Avenue intersection, as parked vehicles along Park Avenue obstruct sightlines to oncoming traffic. Implementing the recommended reduced speed limit will enhance safety by providing drivers and pedestrians with more reaction time and reducing the severity of potential conflicts.

11. Shellmound Street (67th Street to Christie Avenue)
The Engineering and Traffic Survey for Shellmound Street recorded an 85th percentile speed of 23 mph.

Under CVC Section 22358.6(c), this value may be rounded up to 25 mph and then rounded down to the next lower 5‑mph increment, resulting in a base statutory speed limit of 20 mph when no additional reductions are applied. The 10‑mph pace for Shellmound Street ranges from 14 mph to 23 mph, with 81 percent of vehicles traveling within this range. The highest concentration of survey samples falls within the 19 - 20 mph range, indicating that prevailing operating speeds are already aligned with a 20 mph environment and that motorists naturally travel in the high‑teens to low‑20s.

Shellmound Street also contains several pedestrian and bicycle generators, including nearby retail businesses, hotels, and health/medical facilities, qualifying the corridor for an additional 5‑mph reduction under CVC Section 22358.7(b)(2). Thus, the corridor is eligible for a further reduction to 15 mph under AB

43. However, the operating speed profile does not support applying the additional reduction. A 15 mph speed limit would fall below the dominant operating range and is unlikely to achieve voluntary driver compliance. The tight clustering of speeds within the 19 - 20 mph range, combined with the 85th percentile of 23 mph, indicates a stable speed environment where a posted limit significantly below actual behavior would reduce the credibility and enforceability of the speed limit.

Therefore, a 20 mph speed limit is recommended, as it reflects prevailing driver behavior, enhances safety for pedestrians and bicyclists, and remains realistic, enforceable, and defensible from an engineering standpoint while providing a meaningful reduction from the existing 25 mph limit.

12. Overland Avenue (65th Street to 62nd Street)
The Engineering and Traffic Survey for Overland Avenue recorded an 85th percentile speed of 26 mph.

Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after rounding to the nearest 5-mph increment. This corridor does not have high pedestrian or bicycle generators within 1,320 feet and does not meet the business activity district criteria to qualify for an additional 5-mph reduction under CVC Sections 22358.7(b)(2) and 22358.9. The 10-mph pace speed ranges from 17 mph to 26 mph, with approximately 71% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on this segment being classified as a local street in the Caltrans California Roadway System (CRS) Functional Classification Map and functions as a designated bicycle boulevard, the recommended speed limit for Overland Avenue is 15 mph.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 21

13. Peladeau Street (59th Street to Stanford Avenue)
The Engineering and Traffic Survey for Peladeau Street recorded an 85th percentile speed of 24 mph. Under CVC Section 22358.6(c), this may be rounded up to 25 mph and then rounded down to the next lower 5‑mph increment, resulting in a base statutory speed limit of 20 mph. The 10‑mph pace ranges from 14 to 23 mph, with 79 percent of vehicles traveling within this range; most motorists operate in the high‑teens to mid‑20s mph, consistent with a 20 mph environment.

Peladeau Street qualifies for an additional 5‑mph reduction under CVC Section 22358.7(b)(2) due to nearby employment centers, a research institute, and access to the Emeryville Greenway through the Powell Street/Hollis Street intersection. Peladeau is classified as a local street in the City’s Active Transportation Plan and primarily serves as access to employment centers. Through movement is prohibited at Powell Street, and this break prevents continuous vehicle, bicycle, and pedestrian travel along Peladeau Street.

Therefore, a 20 mph speed limit is recommended for Peladeau Street, despite its AB 43 eligibility, based on the corridor’s segmented layout, commuter‑oriented context, and stable low‑speed profile.

14. Hollis Street (Powell Street to Yerba Buena Avenue) The Engineering and Traffic Survey for Hollis Street recorded an 85th percentile speed of 28 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied. In addition, the corridor qualifies for an additional 5-mph reduction under CVC Section 22358.7(b)(2) due to the presence of facilities that generate high pedestrian or bicycle activity such as Stanford and Hollis Green Parks, retail, and employment centers. The 10-mph pace speed ranges from 18 mph to 27 mph, with 80% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey, the provisions of CVC Section 22358.6(c), and the additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for Hollis Street is 20 mph.

15. Doyle Street
Doyle Street was divided into two sections, Ocean Avenue to 62nd Street, and 61st Street to 55th Street, due to significant differences in roadway configuration and traffic operations. The segment from Ocean Avenue to 62nd Street is a one-way northbound street with a Class IV separated two-way bike lane operating southbound, while the segment from 61st Street to 55th Street is a two-way roadway.

Additionally, the short section between 61st and 62nd Street is not accessible to vehicles and functions exclusively as a bicycle connection. These substantial infrastructure variations influence traffic patterns, vehicle speeds, and multimodal interactions, which is why the corridor was split for analysis. Separating the segments ensures that the Engineering and Traffic Survey accurately reflects operational conditions, accounts for differences in vehicle and bicycle flow, and supports appropriate speed limit recommendations tailored to each section.

15.1. Doyle Street (Ocean Avenue to 62nd Street)
The Engineering and Traffic Survey for Doyle Street (Ocean Ave to 62nd St) recorded an 85th percentile speed of 18 mph. Under CVC Section 22358.6(c), this speed may be rounded downward to the next 5-mph increment after rounding up to the nearest 5-mph increment, provided no other reductions are applied. In addition, the corridor qualifies for an additional 5- mph reduction under CVC Section 22358.7(b)(2) due to the presence of facilities that generate high pedestrian or bicycle activity such as employment centers, retail, and access to Emeryville Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 22
Greenway north of Ocean Avenue. The 10-mph pace speed ranges from 10 mph to 19 mph, with 92% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey, the provisions of CVC Section 22358.6(c), and the additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for Doyle Street is 15 mph.

15.2. Doyle Street (61st Street to 55th Street)
The Engineering and Traffic Survey for Doyle Street recorded an 85th percentile speed of 20 mph.

Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after rounding to the nearest 5-mph increment. This corridor has high pedestrian/bicycle generators within 1,320 feet throughout the corridor such as Doyle Hollis and Stanford Parks, employment centers, recreational areas, and access to Emeryville Greenway west of 59th Street, qualifying it for an additional 5-mph reduction under CVC Section 22358.7(b)(2). The 10-mph pace speed ranges from 12 mph to 21 mph, with 87% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey, the provisions of CVC Section 22358.6(b), and the additional reduction allowed under CVC Section 22358.7(b)(2), the recommended speed limit for Doyle Street is 15 mph.

16. Beaudry Street (59th Street to 55th Street)
The Engineering and Traffic Survey for Beaudry Street recorded an 85th percentile speed of 25 mph. Under CVC Section 22358.6(b), this may be rounded to the nearest 5‑mph increment and then rounded down to the next lower 5‑mph increment, resulting in a base statutory speed limit of 20 mph. The 10‑mph pace ranges from 17 to 26 mph, with approximately 79 percent of vehicles traveling within this range, and most vehicles operating in the 19 - 21 mph range, which is consistent with a 20 mph operating environment.

Beaudry Street qualifies for an additional 5‑mph reduction under CVC Section 22358.7(b)(2) due to the presence of a school crossing at Powell Street and Stanford Park at the south end of the corridor. However, Beaudry is a short segment that functions primarily as a local street, with a residential setting north of Powell Street, and operating speeds falling within a narrow and stable low‑speed range. For these reasons, the additional 5‑mph AB 43 reduction is not applied.

Given its local street function, residential context, and observed low‑speed profile, a 20 mph speed limit is recommended for Beaudry Street.

17. Vallejo Street (66th Street to 55th Street)
The Engineering and Traffic Survey for Vallejo Street recorded an 85th percentile speed of 27 mph. Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after rounding to the nearest 5-mph increment. This corridor does not have high pedestrian or bicycle generators within 1,320 feet and does not meet the business activity district criteria to qualify for an additional 5-mph reduction under CVC Sections 22358.7(b)(2) and 22358.9. The 10-mph pace speed ranges from 18 mph to 27 mph, with approximately 80% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey, and the provisions of CVC Section 22358.6(b), the recommended speed limit for Vallejo Street is 20 mph.

18. Emery Street (Park Street to Peralta Street)
The Engineering and Traffic Survey for Emery Street recorded an 85th percentile speed of 30 mph. Under CVC Section 22358.6(b), the speed may be rounded downward to the next 5-mph increment after Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 23
rounding to the nearest 5-mph increment. This corridor does not have high pedestrian or bicycle generators within 1,320 feet and does not meet the business activity district criteria to qualify for an additional 5-mph reduction under CVC Sections 22358.7(b)(2) and 22358.9. The 10-mph pace speed ranges from 21 mph to 30 mph, with 73% of vehicles traveling within this range. The existing speed limit is 25 mph. Based on the Engineering and Traffic Survey, no change is recommended; the speed limit remains 25 mph based on CVC Section 22358.6(b).

19. Adeline Street (47th Street to 36th Street)
The Engineering and Traffic Survey for Adeline Street recorded an 85th percentile speed of 30 mph. Under CVC Section 22358.6(b), this rounds to a base speed limit of 25 mph. The 10‑mph pace ranges from 21 to 30 mph, with 84 percent of vehicles traveling within this range and most operating between 23 - 26 mph.

Adeline Street qualifies for an additional 5‑mph reduction under CVC Section 22358.7(b)(2) due to multiple pedestrian and bicycle generators within 1,320 feet, including a high school at 41st Street, an elementary school at 42nd Street, Linden Park, and a senior housing complex along San Pablo Avenue between 39th Street and Yerba Buena Avenue, and retail and recreational centers, including a martial arts school north of 43rd Street. The corridor also includes several uncontrolled crosswalks serving school routes and park access, as well as existing Class II bike lanes and planned Class IV separated bike lanes, all of which benefit from lower motor‑vehicle operating speeds.

During the review period, four speed‑related collisions occurred along the corridor, reinforcing the need for a posted speed that better supports the safety of students, seniors, and people biking. Given the corridor's AB 43 eligibility, sensitive land uses, uncontrolled crossings, and multimodal function, the recommended speed limit for Adeline Street is 20 mph, which aligns with statutory allowances and provides a safer operating speed for this school‑ and pedestrian‑focused corridor.

20. Emeryville Greenway (Ocean Avenue to 67th Street)
In July 2025, Iteris completed a Trail Safety and Speed Policy Review evaluating appropriate bicycle speed limits for the Emeryville Greenway between Ocean Avenue and 67th Street. The study was presented to the Bicycle and Pedestrian Advisory Committee (BPAC) in September 2025 and is referenced herein to support coordinated implementation of bicycle speed limit signage along this segment of the Greenway in conjunction with the City’s 2026 Citywide Engineering and Traffic Survey (E&TS) recommendations and associated citywide signing updates.

The Emeryville Greenway between Ocean Avenue and 67th Street is a 0.27‑mile shared‑use path connecting Berkeley and Emeryville and functions as a high‑volume regional bicycle and pedestrian corridor. Trail activity data collected from the Emeryville/66th Street eco‑counter indicate consistently high pedestrian volumes, averaging 1,373 pedestrians per weekday and 1,012 pedestrians per weekend day, with peak activity occurring during weekday midday and weekend afternoon and evening periods. Bicycle volumes average 722 bicycles per weekday and 541 bicycles per weekend day, peaking during weekday commuter periods and weekend morning and afternoon hours. Overall, pedestrians consistently outnumber bicyclists, particularly during weekday midday and weekend afternoon periods. Field observations further documented frequent interactions between users, reflecting the Greenway’s mixed‑use operating environment.

The study reviewed applicable guidance from the California MUTCD, California Vehicle Code, NACTO, AASHTO, and the Caltrans Highway Design Manual, in addition to speed management practices implemented by peer agencies. While many California shared‑use paths post a 15 mph bicycle speed limit, Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 24
several high‑volume or constrained facilities employ lower, context‑sensitive limits—ranging from 5 to 10 mph—to reduce conflicts between pedestrians and faster‑moving bicyclists.

No bicycle‑ or pedestrian‑related collisions were reported along the Emeryville Greenway segment between Ocean Avenue and 67th Street during the 2019–2025 review period. However, the combination of high pedestrian volumes, constrained or shared sections, and frequent modal interactions supports the establishment of a clear and context‑appropriate bicycle operating speed. Based on observed conditions, comparative agency practices, and guidance from state and national design manuals, a 12 mph bicycle speed limit is recommended for this segment of the Emeryville Greenway to reinforce safe operating behavior and enhance comfort for pedestrians and other slower trail users. Upon adoption, the approved speed limit will be implemented along the Greenway between Ocean Avenue and the City limits at 67th Street, with regulatory signage installed at appropriate intervals.

Table 4.2 summarizes the evaluation metrics for the Emeryville Greenway, and the full technical memorandum is included in Appendix D.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 25
Table 4.1: Recommended Speed Limits
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit
(mph)
ADT Total
Collisions Crash Rate
Statewide
Average
Collision
Rate
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed
(mph)
85th
Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage
of Vehicles
in Pace
(%)
Eligible for
Additional 5-
mph Speed
Reduction
(CVC 22358.7)
Recommended
Speed Limit
Speed Limit Change
Justification
1 67th St Shellmound St to
Emeryville Greenway 0.34 25 2,903 2 1.85 1.27 No 23 26 18-22 82.0 No 20 CVC Section 22358.6 (b) 2 66th St Western Limit to
Emeryville Greenway 0.29 25 1,308 2 4.82 1.27 No 20 25 16-25 76.0 No 20 CVC Section 22358.6 (b)

3.1 62nd St Overland Av to Hollis
St 0.14 25 653 0 0.00 1.27 Yes 20 23 16-25 85.7 No 15 CVC Section 22358.6 (c), Local Road

3.2 62nd St Hollis St to Vallejo St 0.19 25 653 0 0.00 1.27 Yes 20 23 16-25 85.7 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)
4 61st St Hollis St to Vallejo St 0.20 25 695 1 6.57 1.27 No 21 24 15-24 83.0 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)
5 59th St Horton St to Vallejo
St 0.29 25 558 6 33.86 1.27 No 22 26 18-27 90.0 Yes 15
CVC Section 22358.6
(b), Section
22358.7(b)(2)
6 Powell St
Emery Cove Yacht
Harbor to I-80
Frontage Rd

0.89 30 3,639 18 5.08 1.27 No 28 34 23-32 70.0 Yes 25
CVC Section 22358.6
(c), Section
22358.7(b)(2)

7.1 Stanford Av Horton St to Doyle St 0.22 25 1,208 1 3.44 1.27 No 21 26 17-26 80.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)

7.2 Stanford Av Doyle St to Vallejo St 0.10 25 762 1 11.98 1.27 No 21 26 17-26 80.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)
8 47th St/Steve
Dain Dr Doyle St to Adeline St 0.47 25 655 1 2.97 1.27 No 22 26 17-26 84.0 Yes 15 CVC Section 22358.6
(b), and Section
22358.7(b)(2)
9 45th St Horton St to Adeline
St 0.68 25 1,768 10 7.60 1.27 No 24 28 20-29 79.0 No 15 CVC Section 22358.6 (c), Local Road
10 Halleck St Sherwin Ave to Beach
St 0.16 25 1,944 0 0.00 1.27 Yes 20 24 15-24 78.0 No 20 CVC Section 22358.6 (c) 11 Shellmound
St
67th St to Christie
Avenue 0.79 25 4,530 29 7.40 1.27 No 19 23 14-23 81.0 Yes 20 CVC Section 22358.6 (c) 12 Overland Av 65th St to 62nd St 0.27 25 768 0 0.00 1.27 Yes 22 26 17-26 70.6 No 15 CVC Section 22358.6 (b), Local Road
13 Peladeau St 59th St to Stanford
Av 0.12 25 1,867 1 4.08 1.27 No 20 24 14-23 79.0 Yes 20 CVC Section 22358.6 (c) Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 26
# Street Survey Limits
Length of
Roadway
Segment
(mi)
Existing
Speed Limit
(mph)
ADT Total
Collisions Crash Rate
Statewide
Average
Collision
Rate
Crash Rate
lower than
Statewide
Average?
50th
Percentile
Speed/Mean
Speed
(mph)
85th
Percentile
Speed
(mph)
10 mph Pace
Speed
(mph)
Percentage
of Vehicles
in Pace
(%)
Eligible for
Additional 5-
mph Speed
Reduction
(CVC 22358.7)
Recommended
Speed Limit
Speed Limit Change
Justification
14 Hollis St Powell St to Yerba
Buena Av 0.78 25 3,995 13 3.81 0.97 No 23 28 18-27 80.0 Yes 20 CVC Section 22358.6
(c), Section
22358.7(b)(2)

15.1 Doyle St Ocean Av to 62nd St 0.17 25 333 0 0.00 1.27 Yes 15 18 10-19 92.0 Yes 15 CVC Section 22358.6
(c), Section
22358.7(b)(2)

15.2 Doyle St 61st St to 55th St 0.38 25 1,353 4 7.11 1.27 No 16 20 12-21 87.0 Yes 15 CVC Section 22358.6
(b), Section
22358.7(b)(2)
16 Beaudry St 59th St to 55th St 0.28 25 352 1 9.27 1.27 No 20 25 17-26 79.2 Yes 20 CVC Section 22358.6 (b) 17 Vallejo St 66th St to 55th St 0.76 25 513 2 4.68 1.27 No 22 27 18-27 79.8 No 20 CVC Section 22358.6 (b) 18 Emery St Park St to Peralta St 0.26 25 5,612 9 5.63 1.27 No 25 30 21-30 73.0 No 25 CVC Section 22358.6 (b) 19 Adeline St 47th St to 36th St 0.67 30 5,693 6 1.44 1.27 No 25 30 21-30 84.0 Yes 20 CVC Section 22358.6
(b), Section
22358.7(b)(2)
Table 4.2: Recommended Bicycle Speed Limit for the Emeryville Greenway # Facility Segment Limits Facility Type /
Classification Length (mi) Existing Posted Speed Limit
Speed Study
Metric
Volume Metric
(counts)
Data Source /
Year
Collision History
(period)
Recommended
Speed Limit Key Operational Notes / Comment
20 Emeryville
Greenway
Ocean Avenue
to 67th Street
(North City
Limits)
Shared-Use
Path 0.27
None / not
codified in
Emeryville
Municipal Code
Applicable
policy
guidance, and
a peer review
of speed
management
practices from
other
jurisdictions.

Avg Daily
Volumes (Eco
Counter):

Weekday:
1,373
peds/day; 722
bikes/day.

Weekend:
1,012
peds/day; 541
bikes/day
Eco Counter
(January 2025 -
July 2025)
No reported
pedestrian/bicycle
collisions
(TIMS/CCRS, May
2019-Jun 2025)
12 mph
(contextsensitive
bicycle speed
limit)
A 12-mph bicycle speed limit was recommended for the
Emeryville Greenway due to consistently high pedestrian volumes, which often exceed bicycle volumes and create
frequent pedestrian–bicyclist interactions, particularly during weekday midday and weekend periods. Although no
collisions were reported between 2019 and 2025, observed use patterns indicate a proactive need to manage speeds on this shared-use facility. The recommended speed aligns with peer agency practices for high-conflict multi-use paths and balances pedestrian safety, trail comfort, and bicycle mobility.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | 27
Figure 4.1: Study Segments with Recommended Speed Limits Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | Appendix A
APPENDIX A – CERTIFICATIONS

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | Appendix B
APPENDIX B – ETS, ADT & COLLISION DATA
Location: 67th St W/O Emeryville Greenway
Date Range: 10/21/2025 - 10/27/2025
Site Code: 11
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 4 4 8 6 3 9 5 9 14 - - - - - - - - - - - - 5 5 10 1:00 AM 3 2 5 4 3 7 4 3 7 - - - - - - - - - - - - 4 3 6 2:00 AM 4 7 11 1 2 3 2 2 4 - - - - - - - - - - - - 2 4 6 3:00 AM 1 2 3 1 5 6 3 2 5 - - - - - - - - - - - - 2 3 5 4:00 AM 4 6 10 4 2 6 5 4 9 - - - - - - - - - - - - 4 4 8 5:00 AM 35 9 44 36 15 51 34 16 50 - - - - - - - - - - - - 35 13 48 6:00 AM 64 35 99 45 32 77 43 42 85 - - - - - - - - - - - - 51 36 87 7:00 AM 85 100 185 85 87 172 75 59 134 - - - - - - - - - - - - 82 82 164 8:00 AM 134 107 241 144 117 261 131 62 193 - - - - - - - - - - - - 136 95 232 9:00 AM 119 88 207 130 81 211 104 81 185 - - - - - - - - - - - - 118 83 201 10:00 AM 83 91 174 88 76 164 94 78 172 - - - - - - - - - - - - 88 82 170 11:00 AM 103 95 198 92 77 169 105 75 180 - - - - - - - - - - - - 100 82 182 12:00 PM 114 71 185 113 111 224 129 87 216 - - - - - - - - - - - - 119 90 208 1:00 PM 114 64 178 132 91 223 114 76 190 - - - - - - - - - - - - 120 77 197 2:00 PM 117 111 228 127 94 221 94 101 195 - - - - - - - - - - - - 113 102 215 3:00 PM 101 128 229 104 135 239 99 98 197 - - - - - - - - - - - - 101 120 222 4:00 PM 111 117 228 109 127 236 71 111 182 - - - - - - - - - - - - 97 118 215 5:00 PM 90 108 198 105 130 235 72 105 177 - - - - - - - - - - - - 89 114 203 6:00 PM 76 125 201 76 129 205 84 83 167 - - - - - - - - - - - - 79 112 191 7:00 PM 66 72 138 37 77 114 56 69 125 - - - - - - - - - - - - 53 73 126 8:00 PM 29 37 66 31 56 87 42 46 88 - - - - - - - - - - - - 34 46 80 9:00 PM 35 33 68 14 39 53 26 26 52 - - - - - - - - - - - - 25 33 58 10:00 PM 18 40 58 9 17 26 16 22 38 - - - - - - - - - - - - 14 26 41 11:00 PM 8 10 18 15 16 31 14 19 33 - - - - - - - - - - - - 12 15 27 Total 1,518 1,462 2,980 1,508 1,522 3,030 1,422 1,276 2,698 - - - - - - - - - - - - 1,483 1,420 2,903 Percent 51% 49% 50% 50% 53% 47% - - - - - - - - 51% 49% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 09:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 134 107 241 144 117 261 131 81 193 - - - - - - - - - - - - 136 95 232 PM Peak 14:00 15:00 15:00 13:00 15:00 15:00 12:00 16:00 12:00 - - - - - - - - - - - - 13:00 15:00 15:00 Vol. 117 128 229 132 135 239 129 111 216 - - - - - - - - - - - - 120 120 222

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: 66th St W/O Emeryville Greenway
Date Range: 10/21/2025 - 10/27/2025
Site Code: 12
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 1 1 2 3 3 6 3 1 4 - - - - - - - - - - - - 2 2 4 1:00 AM 2 3 5 2 0 2 3 3 6 - - - - - - - - - - - - 2 2 4 2:00 AM 0 0 0 0 6 6 1 1 2 - - - - - - - - - - - - 0 2 3 3:00 AM 1 0 1 0 1 1 1 1 2 - - - - - - - - - - - - 1 1 1 4:00 AM 1 2 3 0 3 3 0 2 2 - - - - - - - - - - - - 0 2 3 5:00 AM 3 17 20 2 19 21 1 19 20 - - - - - - - - - - - - 2 18 20 6:00 AM 3 21 24 9 21 30 8 27 35 - - - - - - - - - - - - 7 23 30 7:00 AM 21 40 61 16 46 62 13 44 57 - - - - - - - - - - - - 17 43 60 8:00 AM 34 54 88 42 55 97 39 51 90 - - - - - - - - - - - - 38 53 92 9:00 AM 42 45 87 44 55 99 34 53 87 - - - - - - - - - - - - 40 51 91 10:00 AM 37 35 72 45 50 95 45 42 87 - - - - - - - - - - - - 42 42 85 11:00 AM 57 60 117 42 64 106 38 58 96 - - - - - - - - - - - - 46 61 106 12:00 PM 50 80 130 65 75 140 41 68 109 - - - - - - - - - - - - 52 74 126 1:00 PM 51 49 100 39 73 112 23 58 81 - - - - - - - - - - - - 38 60 98 2:00 PM 23 49 72 25 48 73 26 48 74 - - - - - - - - - - - - 25 48 73 3:00 PM 29 61 90 35 71 106 26 52 78 - - - - - - - - - - - - 30 61 91 4:00 PM 43 60 103 36 76 112 38 45 83 - - - - - - - - - - - - 39 60 99 5:00 PM 43 58 101 36 69 105 39 49 88 - - - - - - - - - - - - 39 59 98 6:00 PM 46 41 87 36 36 72 28 45 73 - - - - - - - - - - - - 37 41 77 7:00 PM 13 29 42 25 17 42 27 27 54 - - - - - - - - - - - - 22 24 46 8:00 PM 17 39 56 21 14 35 16 22 38 - - - - - - - - - - - - 18 25 43 9:00 PM 9 22 31 15 19 34 8 13 21 - - - - - - - - - - - - 11 18 29 10:00 PM 6 14 20 8 11 19 12 6 18 - - - - - - - - - - - - 9 10 19 11:00 PM 4 2 6 2 10 12 4 7 11 - - - - - - - - - - - - 3 6 10 Total 536 782 1,318 548 842 1,390 474 742 1,216 - - - - - - - - - - - - 519 789 1,308 Percent 41% 59% 39% 61% 39% 61% - - - - - - - - 40% 60% AM Peak 11:00 11:00 11:00 10:00 11:00 11:00 10:00 11:00 11:00 - - - - - - - - - - - - 11:00 11:00 11:00 Vol. 57 60 117 45 64 106 45 58 96 - - - - - - - - - - - - 46 61 106 PM Peak 13:00 12:00 12:00 12:00 16:00 12:00 12:00 12:00 12:00 - - - - - - - - - - - - 12:00 12:00 12:00 Vol. 51 80 130 65 76 140 41 68 109 - - - - - - - - - - - - 52 74 126

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: 62nd St Between Doyle St and Vallejo St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 15
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 4 1 5 2 2 4 2 1 3 - - - - - - - - - - - - 3 1 4 1:00 AM 0 0 0 2 2 4 1 1 2 - - - - - - - - - - - - 1 1 2 2:00 AM 0 1 1 1 0 1 2 1 3 - - - - - - - - - - - - 1 1 2 3:00 AM 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 4:00 AM 1 0 1 1 3 4 1 3 4 - - - - - - - - - - - - 1 2 3 5:00 AM 0 6 6 2 6 8 1 4 5 - - - - - - - - - - - - 1 5 6 6:00 AM 5 5 10 1 4 5 3 5 8 - - - - - - - - - - - - 3 5 8 7:00 AM 6 18 24 7 13 20 12 16 28 - - - - - - - - - - - - 8 16 24 8:00 AM 24 45 69 19 38 57 22 49 71 - - - - - - - - - - - - 22 44 66 9:00 AM 24 27 51 19 23 42 17 25 42 - - - - - - - - - - - - 20 25 45 10:00 AM 24 25 49 31 30 61 23 20 43 - - - - - - - - - - - - 26 25 51 11:00 AM 22 28 50 30 25 55 16 23 39 - - - - - - - - - - - - 23 25 48 12:00 PM 13 21 34 16 19 35 16 15 31 - - - - - - - - - - - - 15 18 33 1:00 PM 32 15 47 32 23 55 28 25 53 - - - - - - - - - - - - 31 21 52 2:00 PM 20 22 42 21 12 33 27 19 46 - - - - - - - - - - - - 23 18 40 3:00 PM 24 18 42 29 27 56 24 26 50 - - - - - - - - - - - - 26 24 49 4:00 PM 36 33 69 43 18 61 45 29 74 - - - - - - - - - - - - 41 27 68 5:00 PM 40 26 66 27 28 55 31 31 62 - - - - - - - - - - - - 33 28 61 6:00 PM 16 11 27 21 18 39 21 23 44 - - - - - - - - - - - - 19 17 37 7:00 PM 8 9 17 14 10 24 10 8 18 - - - - - - - - - - - - 11 9 20 8:00 PM 8 7 15 9 9 18 7 1 8 - - - - - - - - - - - - 8 6 14 9:00 PM 4 9 13 8 4 12 5 6 11 - - - - - - - - - - - - 6 6 12 10:00 PM 2 4 6 2 1 3 6 5 11 - - - - - - - - - - - - 3 3 7 11:00 PM 1 2 3 0 0 0 4 1 5 - - - - - - - - - - - - 2 1 3 Total 314 333 647 337 315 652 324 337 661 - - - - - - - - - - - - 325 328 653 Percent 49% 51% 52% 48% 49% 51% - - - - - - - - 50% 50% AM Peak 08:00 08:00 08:00 10:00 08:00 10:00 10:00 08:00 08:00 - - - - - - - - - - - - 10:00 08:00 08:00 Vol. 24 45 69 31 38 61 23 49 71 - - - - - - - - - - - - 26 44 66 PM Peak 17:00 16:00 16:00 16:00 17:00 16:00 16:00 17:00 16:00 - - - - - - - - - - - - 16:00 17:00 16:00 Vol. 40 33 69 43 28 61 45 31 74 - - - - - - - - - - - - 41 28 68

1. Mid-week average includes data between Tuesday and Thursday.

Time
Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 10/27/2025 1 Project Manager: (415) 310-6469
[email protected]
Location: 61st St, Between Hollis St and Doyle St
Date Range: 11/4/2025 - 11/10/2025
Site Code: 02
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 4 0 4 0 0 0 2 1 3 - - - - - - - - - - - - 2 0 2 1:00 AM 1 0 1 2 0 2 0 0 0 - - - - - - - - - - - - 1 0 1 2:00 AM 0 0 0 1 0 1 1 0 1 - - - - - - - - - - - - 1 0 1 3:00 AM 0 0 0 0 1 1 1 0 1 - - - - - - - - - - - - 0 0 1 4:00 AM 1 1 2 0 1 1 0 0 0 - - - - - - - - - - - - 0 1 1 5:00 AM 2 1 3 1 0 1 0 0 0 - - - - - - - - - - - - 1 0 1 6:00 AM 9 9 18 8 6 14 4 2 6 - - - - - - - - - - - - 7 6 13 7:00 AM 23 13 36 15 12 27 19 15 34 - - - - - - - - - - - - 19 13 32 8:00 AM 49 21 70 48 29 77 52 41 93 - - - - - - - - - - - - 50 30 80 9:00 AM 27 31 58 20 23 43 34 26 60 - - - - - - - - - - - - 27 27 54 10:00 AM 29 21 50 19 21 40 18 21 39 - - - - - - - - - - - - 22 21 43 11:00 AM 19 19 38 13 13 26 28 21 49 - - - - - - - - - - - - 20 18 38 12:00 PM 33 25 58 30 30 60 29 24 53 - - - - - - - - - - - - 31 26 57 1:00 PM 27 31 58 32 22 54 22 30 52 - - - - - - - - - - - - 27 28 55 2:00 PM 37 30 67 32 31 63 30 25 55 - - - - - - - - - - - - 33 29 62 3:00 PM 22 18 40 24 28 52 20 19 39 - - - - - - - - - - - - 22 22 44 4:00 PM 14 48 62 19 22 41 27 42 69 - - - - - - - - - - - - 20 37 57 5:00 PM 25 41 66 23 38 61 20 44 64 - - - - - - - - - - - - 23 41 64 6:00 PM 13 18 31 19 25 44 19 15 34 - - - - - - - - - - - - 17 19 36 7:00 PM 15 9 24 12 6 18 8 8 16 - - - - - - - - - - - - 12 8 19 8:00 PM 13 5 18 4 3 7 6 5 11 - - - - - - - - - - - - 8 4 12 9:00 PM 5 4 9 8 6 14 5 7 12 - - - - - - - - - - - - 6 6 12 10:00 PM 4 3 7 6 3 9 5 6 11 - - - - - - - - - - - - 5 4 9 11:00 PM 3 1 4 1 0 1 2 0 2 - - - - - - - - - - - - 2 0 2 Total 375 349 724 337 320 657 352 352 704 - - - - - - - - - - - - 355 340 695 Percent 52% 48% 51% 49% 50% 50% - - - - - - - - 51% 49% AM Peak 08:00 09:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 49 31 70 48 29 77 52 41 93 - - - - - - - - - - - - 50 30 80 PM Peak 14:00 16:00 14:00 13:00 17:00 14:00 14:00 17:00 16:00 - - - - - - - - - - - - 14:00 17:00 17:00 Vol. 37 48 67 32 38 63 30 44 69 - - - - - - - - - - - - 33 41 64

1. Mid-week average includes data between Tuesday and Thursday. 11/4/2025 11/5/2025 11/6/2025 11/7/2025 11/8/2025 11/9/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 11/10/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: 59th St Between Peladeau St and Hollis St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 09
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 3 0 3 0 2 2 3 3 6 - - - - - - - - - - - - 2 2 4 1:00 AM 1 1 2 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 3:00 AM 2 1 3 1 1 2 1 0 1 - - - - - - - - - - - - 1 1 2 4:00 AM 2 1 3 0 1 1 0 0 0 - - - - - - - - - - - - 1 1 1 5:00 AM 2 3 5 0 4 4 0 2 2 - - - - - - - - - - - - 1 3 4 6:00 AM 6 14 20 3 2 5 9 3 12 - - - - - - - - - - - - 6 6 12 7:00 AM 10 16 26 11 18 29 14 10 24 - - - - - - - - - - - - 12 15 26 8:00 AM 17 17 34 17 23 40 17 22 39 - - - - - - - - - - - - 17 21 38 9:00 AM 32 18 50 15 17 32 16 23 39 - - - - - - - - - - - - 21 19 40 10:00 AM 18 16 34 22 19 41 15 10 25 - - - - - - - - - - - - 18 15 33 11:00 AM 9 8 17 13 13 26 18 13 31 - - - - - - - - - - - - 13 11 25 12:00 PM 22 26 48 16 20 36 12 13 25 - - - - - - - - - - - - 17 20 36 1:00 PM 25 22 47 29 14 43 23 28 51 - - - - - - - - - - - - 26 21 47 2:00 PM 14 14 28 10 20 30 21 9 30 - - - - - - - - - - - - 15 14 29 3:00 PM 14 17 31 18 15 33 31 10 41 - - - - - - - - - - - - 21 14 35 4:00 PM 17 18 35 25 17 42 23 19 42 - - - - - - - - - - - - 22 18 40 5:00 PM 31 27 58 29 21 50 26 22 48 - - - - - - - - - - - - 29 23 52 6:00 PM 34 17 51 19 18 37 23 21 44 - - - - - - - - - - - - 25 19 44 7:00 PM 18 17 35 16 13 29 20 13 33 - - - - - - - - - - - - 18 14 32 8:00 PM 22 11 33 16 8 24 11 7 18 - - - - - - - - - - - - 16 9 25 9:00 PM 8 11 19 14 6 20 10 7 17 - - - - - - - - - - - - 11 8 19 10:00 PM 6 3 9 4 7 11 7 2 9 - - - - - - - - - - - - 6 4 10 11:00 PM 2 0 2 1 0 1 6 0 6 - - - - - - - - - - - - 3 0 3 Total 315 278 593 279 259 538 306 237 543 - - - - - - - - - - - - 300 258 558 Percent 53% 47% 52% 48% 56% 44% - - - - - - - - 54% 46% AM Peak 09:00 09:00 09:00 10:00 08:00 10:00 11:00 09:00 08:00 - - - - - - - - - - - - 09:00 08:00 09:00 Vol. 32 18 50 22 23 41 18 23 39 - - - - - - - - - - - - 21 21 40 PM Peak 18:00 17:00 17:00 13:00 17:00 17:00 15:00 13:00 13:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 34 27 58 29 21 50 31 28 51 - - - - - - - - - - - - 29 23 52

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Stanford Ave Between Hollis St and Doyle St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 10
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 1 0 1 4 0 4 0 3 3 - - - - - - - - - - - - 2 1 3 1:00 AM 0 0 0 1 0 1 0 4 4 - - - - - - - - - - - - 0 1 2 2:00 AM 0 0 0 1 0 1 0 1 1 - - - - - - - - - - - - 0 0 1 3:00 AM 0 1 1 0 1 1 0 1 1 - - - - - - - - - - - - 0 1 1 4:00 AM 2 0 2 0 0 0 0 1 1 - - - - - - - - - - - - 1 0 1 5:00 AM 8 1 9 5 2 7 9 1 10 - - - - - - - - - - - - 7 1 9 6:00 AM 14 11 25 17 12 29 8 9 17 - - - - - - - - - - - - 13 11 24 7:00 AM 47 14 61 51 16 67 51 13 64 - - - - - - - - - - - - 50 14 64 8:00 AM 68 50 118 78 44 122 77 55 132 - - - - - - - - - - - - 74 50 124 9:00 AM 44 41 85 48 35 83 45 33 78 - - - - - - - - - - - - 46 36 82 10:00 AM 41 26 67 40 29 69 37 22 59 - - - - - - - - - - - - 39 26 65 11:00 AM 40 34 74 61 21 82 39 32 71 - - - - - - - - - - - - 47 29 76 12:00 PM 39 26 65 49 28 77 60 46 106 - - - - - - - - - - - - 49 33 83 1:00 PM 58 32 90 44 26 70 53 32 85 - - - - - - - - - - - - 52 30 82 2:00 PM 44 32 76 59 34 93 59 26 85 - - - - - - - - - - - - 54 31 85 3:00 PM 68 28 96 40 22 62 72 37 109 - - - - - - - - - - - - 60 29 89 4:00 PM 71 44 115 72 33 105 89 55 144 - - - - - - - - - - - - 77 44 121 5:00 PM 84 49 133 78 41 119 85 56 141 - - - - - - - - - - - - 82 49 131 6:00 PM 45 32 77 42 28 70 57 20 77 - - - - - - - - - - - - 48 27 75 7:00 PM 28 14 42 19 19 38 26 11 37 - - - - - - - - - - - - 24 15 39 8:00 PM 20 10 30 9 5 14 11 8 19 - - - - - - - - - - - - 13 8 21 9:00 PM 9 6 15 17 4 21 13 10 23 - - - - - - - - - - - - 13 7 20 10:00 PM 8 3 11 7 4 11 7 1 8 - - - - - - - - - - - - 7 3 10 11:00 PM 2 0 2 2 1 3 2 4 6 - - - - - - - - - - - - 2 2 4 Total 741 454 1,195 744 405 1,149 800 481 1,281 - - - - - - - - - - - - 762 447 1,208 Percent 62% 38% 65% 35% 62% 38% - - - - - - - - 63% 37% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 68 50 118 78 44 122 77 55 132 - - - - - - - - - - - - 74 50 124 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 16:00 17:00 16:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 84 49 133 78 41 119 89 56 144 - - - - - - - - - - - - 82 49 131

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: 47th St Between Salem St and Adeline St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 05
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 3 4 7 1 6 7 2 3 5 - - - - - - - - - - - - 2 4 6 1:00 AM 3 4 7 2 4 6 1 4 5 - - - - - - - - - - - - 2 4 6 2:00 AM 4 3 7 4 6 10 0 1 1 - - - - - - - - - - - - 3 3 6 3:00 AM 0 2 2 1 2 3 0 2 2 - - - - - - - - - - - - 0 2 2 4:00 AM 3 3 6 1 1 2 1 0 1 - - - - - - - - - - - - 2 1 3 5:00 AM 5 2 7 3 3 6 2 2 4 - - - - - - - - - - - - 3 2 6 6:00 AM 3 10 13 6 2 8 8 1 9 - - - - - - - - - - - - 6 4 10 7:00 AM 11 12 23 7 14 21 12 11 23 - - - - - - - - - - - - 10 12 22 8:00 AM 31 18 49 24 24 48 29 30 59 - - - - - - - - - - - - 28 24 52 9:00 AM 25 21 46 15 13 28 14 17 31 - - - - - - - - - - - - 18 17 35 10:00 AM 17 15 32 19 16 35 12 19 31 - - - - - - - - - - - - 16 17 33 11:00 AM 14 15 29 19 18 37 19 12 31 - - - - - - - - - - - - 17 15 32 12:00 PM 14 17 31 11 24 35 15 21 36 - - - - - - - - - - - - 13 21 34 1:00 PM 23 20 43 15 16 31 12 19 31 - - - - - - - - - - - - 17 18 35 2:00 PM 19 17 36 21 25 46 24 18 42 - - - - - - - - - - - - 21 20 41 3:00 PM 26 21 47 24 23 47 30 26 56 - - - - - - - - - - - - 27 23 50 4:00 PM 25 27 52 21 25 46 36 17 53 - - - - - - - - - - - - 27 23 50 5:00 PM 31 27 58 24 29 53 28 28 56 - - - - - - - - - - - - 28 28 56 6:00 PM 13 28 41 16 27 43 22 18 40 - - - - - - - - - - - - 17 24 41 7:00 PM 21 18 39 11 22 33 20 22 42 - - - - - - - - - - - - 17 21 38 8:00 PM 14 21 35 13 12 25 19 13 32 - - - - - - - - - - - - 15 15 31 9:00 PM 9 18 27 1 7 8 12 17 29 - - - - - - - - - - - - 7 14 21 10:00 PM 16 16 32 16 16 32 15 11 26 - - - - - - - - - - - - 16 14 30 11:00 PM 3 9 12 5 11 16 5 8 13 - - - - - - - - - - - - 4 9 14 Total 333 348 681 280 346 626 338 320 658 - - - - - - - - - - - - 317 338 655 Percent 49% 51% 45% 55% 51% 49% - - - - - - - - 48% 52% AM Peak 08:00 09:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 31 21 49 24 24 48 29 30 59 - - - - - - - - - - - - 28 24 52 PM Peak 17:00 18:00 17:00 15:00 17:00 17:00 16:00 17:00 15:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 31 28 58 24 29 53 36 28 56 - - - - - - - - - - - - 28 28 56

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: 45th St East of Hollis
Date Range: 10/21/2025 - 10/27/2025
Site Code: 06
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 22 3 25 21 6 27 22 4 26 - - - - - - - - - - - - 22 4 26 1:00 AM 14 3 17 14 4 18 16 5 21 - - - - - - - - - - - - 15 4 19 2:00 AM 2 4 6 4 4 8 5 5 10 - - - - - - - - - - - - 4 4 8 3:00 AM 4 9 13 3 7 10 5 11 16 - - - - - - - - - - - - 4 9 13 4:00 AM 9 15 24 10 20 30 4 14 18 - - - - - - - - - - - - 8 16 24 5:00 AM 9 44 53 10 51 61 8 50 58 - - - - - - - - - - - - 9 48 57 6:00 AM 14 41 55 15 35 50 12 38 50 - - - - - - - - - - - - 14 38 52 7:00 AM 27 64 91 25 49 74 19 55 74 - - - - - - - - - - - - 24 56 80 8:00 AM 39 76 115 32 85 117 36 92 128 - - - - - - - - - - - - 36 84 120 9:00 AM 27 78 105 36 73 109 26 62 88 - - - - - - - - - - - - 30 71 101 10:00 AM 47 65 112 35 65 100 37 51 88 - - - - - - - - - - - - 40 60 100 11:00 AM 32 48 80 39 46 85 41 41 82 - - - - - - - - - - - - 37 45 82 12:00 PM 35 52 87 43 54 97 33 48 81 - - - - - - - - - - - - 37 51 88 1:00 PM 43 59 102 57 74 131 36 55 91 - - - - - - - - - - - - 45 63 108 2:00 PM 62 55 117 45 65 110 66 66 132 - - - - - - - - - - - - 58 62 120 3:00 PM 61 87 148 45 74 119 48 90 138 - - - - - - - - - - - - 51 84 135 4:00 PM 82 84 166 74 86 160 81 84 165 - - - - - - - - - - - - 79 85 164 5:00 PM 66 93 159 58 81 139 67 60 127 - - - - - - - - - - - - 64 78 142 6:00 PM 59 50 109 55 64 119 63 53 116 - - - - - - - - - - - - 59 56 115 7:00 PM 30 52 82 23 42 65 29 43 72 - - - - - - - - - - - - 27 46 73 8:00 PM 35 23 58 38 27 65 28 19 47 - - - - - - - - - - - - 34 23 57 9:00 PM 17 18 35 27 12 39 19 22 41 - - - - - - - - - - - - 21 17 38 10:00 PM 14 4 18 20 9 29 19 5 24 - - - - - - - - - - - - 18 6 24 11:00 PM 15 5 20 16 10 26 17 10 27 - - - - - - - - - - - - 16 8 24 Total 765 1,032 1,797 745 1,043 1,788 737 983 1,720 - - - - - - - - - - - - 749 1,019 1,768 Percent 43% 57% 42% 58% 43% 57% - - - - - - - - 42% 58% AM Peak 10:00 09:00 08:00 11:00 08:00 08:00 11:00 08:00 08:00 - - - - - - - - - - - - 10:00 08:00 08:00 Vol. 47 78 115 39 85 117 41 92 128 - - - - - - - - - - - - 40 84 120 PM Peak 16:00 17:00 16:00 16:00 16:00 16:00 16:00 15:00 16:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 82 93 166 74 86 160 81 90 165 - - - - - - - - - - - - 79 85 164

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Halleck St Between Sherwin Av and Park St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 18
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 4 3 7 7 3 10 6 5 11 - - - - - - - - - - - - 6 4 9 1:00 AM 2 1 3 1 1 2 4 1 5 - - - - - - - - - - - - 2 1 3 2:00 AM 0 0 0 2 1 3 1 0 1 - - - - - - - - - - - - 1 0 1 3:00 AM 0 0 0 1 0 1 2 1 3 - - - - - - - - - - - - 1 0 1 4:00 AM 3 2 5 1 2 3 4 2 6 - - - - - - - - - - - - 3 2 5 5:00 AM 8 11 19 9 15 24 11 13 24 - - - - - - - - - - - - 9 13 22 6:00 AM 22 42 64 17 40 57 21 33 54 - - - - - - - - - - - - 20 38 58 7:00 AM 42 88 130 31 73 104 33 77 110 - - - - - - - - - - - - 35 79 115 8:00 AM 48 120 168 45 138 183 56 124 180 - - - - - - - - - - - - 50 127 177 9:00 AM 58 115 173 62 121 183 87 128 215 - - - - - - - - - - - - 69 121 190 10:00 AM 51 105 156 66 99 165 51 89 140 - - - - - - - - - - - - 56 98 154 11:00 AM 59 103 162 58 80 138 64 63 127 - - - - - - - - - - - - 60 82 142 12:00 PM 64 99 163 68 84 152 73 100 173 - - - - - - - - - - - - 68 94 163 1:00 PM 74 80 154 51 81 132 67 90 157 - - - - - - - - - - - - 64 84 148 2:00 PM 63 57 120 47 64 111 64 56 120 - - - - - - - - - - - - 58 59 117 3:00 PM 69 63 132 73 60 133 94 72 166 - - - - - - - - - - - - 79 65 144 4:00 PM 112 79 191 103 55 158 66 38 104 - - - - - - - - - - - - 94 57 151 5:00 PM 100 60 160 114 58 172 11 0 11 - - - - - - - - - - - - 75 39 114 6:00 PM 46 35 81 49 30 79 6 2 8 - - - - - - - - - - - - 34 22 56 7:00 PM 27 23 50 26 23 49 38 19 57 - - - - - - - - - - - - 30 22 52 8:00 PM 13 19 32 28 20 48 17 25 42 - - - - - - - - - - - - 19 21 41 9:00 PM 21 19 40 13 13 26 26 32 58 - - - - - - - - - - - - 20 21 41 10:00 PM 17 16 33 10 8 18 10 14 24 - - - - - - - - - - - - 12 13 25 11:00 PM 9 3 12 7 6 13 10 8 18 - - - - - - - - - - - - 9 6 14 Total 912 1,143 2,055 889 1,075 1,964 822 992 1,814 - - - - - - - - - - - - 874 1,070 1,944 Percent 44% 56% 45% 55% 45% 55% - - - - - - - - 45% 55% AM Peak 11:00 08:00 09:00 10:00 08:00 08:00 09:00 09:00 09:00 - - - - - - - - - - - - 09:00 08:00 09:00 Vol. 59 120 173 66 138 183 87 128 215 - - - - - - - - - - - - 69 127 190 PM Peak 16:00 12:00 16:00 17:00 12:00 17:00 15:00 12:00 12:00 - - - - - - - - - - - - 16:00 12:00 12:00 Vol. 112 99 191 114 84 172 94 100 173 - - - - - - - - - - - - 94 94 163

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Shellmound St Between 62nd St and Midblock Crosswalk Date Range: 10/21/2025 - 10/27/2025
Site Code: 01
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 12 13 25 9 15 24 13 8 21 - - - - - - - - - - - - 11 12 23 1:00 AM 2 7 9 5 8 13 8 14 22 - - - - - - - - - - - - 5 10 15 2:00 AM 2 8 10 5 7 12 0 7 7 - - - - - - - - - - - - 2 7 10 3:00 AM 2 9 11 3 5 8 5 6 11 - - - - - - - - - - - - 3 7 10 4:00 AM 2 11 13 5 9 14 3 8 11 - - - - - - - - - - - - 3 9 13 5:00 AM 10 25 35 14 27 41 15 20 35 - - - - - - - - - - - - 13 24 37 6:00 AM 31 37 68 29 46 75 38 35 73 - - - - - - - - - - - - 33 39 72 7:00 AM 69 82 151 73 73 146 73 69 142 - - - - - - - - - - - - 72 75 146 8:00 AM 83 92 175 68 93 161 89 72 161 - - - - - - - - - - - - 80 86 166 9:00 AM 90 111 201 80 93 173 88 87 175 - - - - - - - - - - - - 86 97 183 10:00 AM 99 98 197 102 111 213 79 105 184 - - - - - - - - - - - - 93 105 198 11:00 AM 121 151 272 130 151 281 127 136 263 - - - - - - - - - - - - 126 146 272 12:00 PM 150 136 286 133 188 321 176 156 332 - - - - - - - - - - - - 153 160 313 1:00 PM 176 121 297 174 170 344 171 135 306 - - - - - - - - - - - - 174 142 316 2:00 PM 206 100 306 214 126 340 188 121 309 - - - - - - - - - - - - 203 116 318 3:00 PM 202 122 324 251 112 363 222 140 362 - - - - - - - - - - - - 225 125 350 4:00 PM 250 143 393 274 138 412 288 118 406 - - - - - - - - - - - - 271 133 404 5:00 PM 314 147 461 321 145 466 328 149 477 - - - - - - - - - - - - 321 147 468 6:00 PM 290 129 419 263 145 408 283 137 420 - - - - - - - - - - - - 279 137 416 7:00 PM 199 101 300 234 116 350 171 130 301 - - - - - - - - - - - - 201 116 317 8:00 PM 119 78 197 142 69 211 134 51 185 - - - - - - - - - - - - 132 66 198 9:00 PM 83 62 145 115 45 160 103 53 156 - - - - - - - - - - - - 100 53 154 10:00 PM 52 41 93 33 44 77 45 34 79 - - - - - - - - - - - - 43 40 83 11:00 PM 27 25 52 15 30 45 24 31 55 - - - - - - - - - - - - 22 29 51 Total 2,591 1,849 4,440 2,692 1,966 4,658 2,671 1,822 4,493 - - - - - - - - - - - - 2,651 1,879 4,530 Percent 58% 42% 58% 42% 59% 41% - - - - - - - - 59% 41% AM Peak 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 - - - - - - - - - - - - 11:00 11:00 11:00 Vol. 121 151 272 130 151 281 127 136 263 - - - - - - - - - - - - 126 146 272 PM Peak 17:00 17:00 17:00 17:00 12:00 17:00 17:00 12:00 17:00 - - - - - - - - - - - - 17:00 12:00 17:00 Vol. 314 147 461 321 188 466 328 156 477 - - - - - - - - - - - - 321 160 468

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Overland Ave Between 65th St and 64th St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 07
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 2 0 2 3 1 4 3 2 5 - - - - - - - - - - - - 3 1 4 1:00 AM 2 2 4 2 1 3 1 0 1 - - - - - - - - - - - - 2 1 3 2:00 AM 0 0 0 1 2 3 0 0 0 - - - - - - - - - - - - 0 1 1 3:00 AM 0 2 2 1 1 2 1 0 1 - - - - - - - - - - - - 1 1 2 4:00 AM 0 0 0 1 1 2 0 2 2 - - - - - - - - - - - - 0 1 1 5:00 AM 6 6 12 2 11 13 7 10 17 - - - - - - - - - - - - 5 9 14 6:00 AM 4 14 18 6 17 23 5 14 19 - - - - - - - - - - - - 5 15 20 7:00 AM 13 29 42 13 21 34 12 27 39 - - - - - - - - - - - - 13 26 38 8:00 AM 28 26 54 29 24 53 23 17 40 - - - - - - - - - - - - 27 22 49 9:00 AM 45 21 66 24 20 44 30 19 49 - - - - - - - - - - - - 33 20 53 10:00 AM 26 23 49 30 17 47 29 15 44 - - - - - - - - - - - - 28 18 47 11:00 AM 42 18 60 18 14 32 28 14 42 - - - - - - - - - - - - 29 15 45 12:00 PM 29 7 36 27 15 42 33 16 49 - - - - - - - - - - - - 30 13 42 1:00 PM 34 20 54 28 14 42 33 12 45 - - - - - - - - - - - - 32 15 47 2:00 PM 28 12 40 27 22 49 33 16 49 - - - - - - - - - - - - 29 17 46 3:00 PM 45 16 61 55 18 73 50 17 67 - - - - - - - - - - - - 50 17 67 4:00 PM 65 19 84 60 39 99 53 35 88 - - - - - - - - - - - - 59 31 90 5:00 PM 48 16 64 59 23 82 69 24 93 - - - - - - - - - - - - 59 21 80 6:00 PM 35 14 49 28 14 42 39 8 47 - - - - - - - - - - - - 34 12 46 7:00 PM 12 9 21 11 6 17 16 9 25 - - - - - - - - - - - - 13 8 21 8:00 PM 16 10 26 13 11 24 13 7 20 - - - - - - - - - - - - 14 9 23 9:00 PM 11 5 16 5 2 7 10 7 17 - - - - - - - - - - - - 9 5 13 10:00 PM 6 0 6 4 6 10 3 2 5 - - - - - - - - - - - - 4 3 7 11:00 PM 4 6 10 6 3 9 4 4 8 - - - - - - - - - - - - 5 4 9 Total 501 275 776 453 303 756 495 277 772 - - - - - - - - - - - - 483 285 768 Percent 65% 35% 60% 40% 64% 36% - - - - - - - - 63% 37% AM Peak 09:00 07:00 09:00 10:00 08:00 08:00 09:00 07:00 09:00 - - - - - - - - - - - - 09:00 07:00 09:00 Vol. 45 29 66 30 24 53 30 27 49 - - - - - - - - - - - - 33 26 53 PM Peak 16:00 13:00 16:00 16:00 16:00 16:00 17:00 16:00 17:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 65 20 84 60 39 99 69 35 93 - - - - - - - - - - - - 59 31 90

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Peladeau St Between 59th St and Midblock Crosswalk Date Range: 10/21/2025 - 10/27/2025
Site Code: 16
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 1 5 6 2 5 7 3 4 7 - - - - - - - - - - - - 2 5 7 1:00 AM 1 11 12 2 6 8 5 8 13 - - - - - - - - - - - - 3 8 11 2:00 AM 0 1 1 2 5 7 0 4 4 - - - - - - - - - - - - 1 3 4 3:00 AM 0 0 0 1 1 2 2 2 4 - - - - - - - - - - - - 1 1 2 4:00 AM 3 5 8 1 2 3 4 3 7 - - - - - - - - - - - - 3 3 6 5:00 AM 17 15 32 13 17 30 21 16 37 - - - - - - - - - - - - 17 16 33 6:00 AM 28 30 58 25 31 56 22 28 50 - - - - - - - - - - - - 25 30 55 7:00 AM 54 63 117 51 61 112 46 54 100 - - - - - - - - - - - - 50 59 110 8:00 AM 62 83 145 44 106 150 35 74 109 - - - - - - - - - - - - 47 88 135 9:00 AM 40 104 144 39 100 139 41 108 149 - - - - - - - - - - - - 40 104 144 10:00 AM 31 97 128 30 93 123 26 91 117 - - - - - - - - - - - - 29 94 123 11:00 AM 34 92 126 16 88 104 34 80 114 - - - - - - - - - - - - 28 87 115 12:00 PM 23 90 113 35 94 129 39 85 124 - - - - - - - - - - - - 32 90 122 1:00 PM 31 90 121 38 88 126 40 114 154 - - - - - - - - - - - - 36 97 134 2:00 PM 31 89 120 23 104 127 29 95 124 - - - - - - - - - - - - 28 96 124 3:00 PM 21 106 127 35 116 151 37 119 156 - - - - - - - - - - - - 31 114 145 4:00 PM 63 141 204 50 145 195 44 139 183 - - - - - - - - - - - - 52 142 194 5:00 PM 34 113 147 59 111 170 35 113 148 - - - - - - - - - - - - 43 112 155 6:00 PM 28 63 91 26 65 91 29 67 96 - - - - - - - - - - - - 28 65 93 7:00 PM 20 47 67 12 29 41 17 27 44 - - - - - - - - - - - - 16 34 51 8:00 PM 8 27 35 8 22 30 6 20 26 - - - - - - - - - - - - 7 23 30 9:00 PM 9 24 33 8 27 35 20 35 55 - - - - - - - - - - - - 12 29 41 10:00 PM 6 19 25 7 17 24 4 27 31 - - - - - - - - - - - - 6 21 27 11:00 PM 1 9 10 2 9 11 4 3 7 - - - - - - - - - - - - 2 7 9 Total 546 1,324 1,870 529 1,342 1,871 543 1,316 1,859 - - - - - - - - - - - - 539 1,327 1,867 Percent 29% 71% 28% 72% 29% 71% - - - - - - - - 29% 71% AM Peak 08:00 09:00 08:00 07:00 08:00 08:00 07:00 09:00 09:00 - - - - - - - - - - - - 07:00 09:00 09:00 Vol. 62 104 145 51 106 150 46 108 149 - - - - - - - - - - - - 50 104 144 PM Peak 16:00 16:00 16:00 17:00 16:00 16:00 16:00 16:00 16:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 63 141 204 59 145 195 44 139 183 - - - - - - - - - - - - 52 142 194

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Doyle St, Between 64th St and 63rd St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 03
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 2 0 2 1 0 1 1 0 1 - - - - - - - - - - - - 1 0 1 1:00 AM 1 0 1 1 0 1 0 0 0 - - - - - - - - - - - - 1 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 3:00 AM 1 0 1 0 0 0 1 0 1 - - - - - - - - - - - - 1 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 5:00 AM 2 0 2 1 0 1 1 0 1 - - - - - - - - - - - - 1 0 1 6:00 AM 2 0 2 11 0 11 1 0 1 - - - - - - - - - - - - 5 0 5 7:00 AM 9 0 9 11 0 11 11 0 11 - - - - - - - - - - - - 10 0 10 8:00 AM 28 0 28 34 0 34 22 0 22 - - - - - - - - - - - - 28 0 28 9:00 AM 26 0 26 23 0 23 21 0 21 - - - - - - - - - - - - 23 0 23 10:00 AM 18 0 18 14 0 14 18 0 18 - - - - - - - - - - - - 17 0 17 11:00 AM 16 0 16 13 0 13 18 0 18 - - - - - - - - - - - - 16 0 16 12:00 PM 31 0 31 16 0 16 18 0 18 - - - - - - - - - - - - 22 0 22 1:00 PM 27 0 27 14 0 14 21 0 21 - - - - - - - - - - - - 21 0 21 2:00 PM 16 0 16 22 0 22 20 0 20 - - - - - - - - - - - - 19 0 19 3:00 PM 23 0 23 13 0 13 29 0 29 - - - - - - - - - - - - 22 0 22 4:00 PM 24 0 24 40 0 40 44 0 44 - - - - - - - - - - - - 36 0 36 5:00 PM 47 0 47 52 0 52 50 0 50 - - - - - - - - - - - - 50 0 50 6:00 PM 31 0 31 39 0 39 22 0 22 - - - - - - - - - - - - 31 0 31 7:00 PM 13 0 13 19 0 19 7 0 7 - - - - - - - - - - - - 13 0 13 8:00 PM 7 0 7 9 0 9 8 0 8 - - - - - - - - - - - - 8 0 8 9:00 PM 3 0 3 4 0 4 4 0 4 - - - - - - - - - - - - 4 0 4 10:00 PM 3 0 3 4 0 4 2 0 2 - - - - - - - - - - - - 3 0 3 11:00 PM 4 0 4 1 0 1 3 0 3 - - - - - - - - - - - - 3 0 3 Total 334 - 334 342 - 342 322 - 322 - - - - - - - - - - - - 333 - 333 Percent 100% - 100% - 100% - - - - - - - - - 100% -
AM Peak 08:00 - 08:00 08:00 - 08:00 08:00 - 08:00 - - - - - - - - - - - - 08:00 - 08:00 Vol. 28 - 28 34 - 34 22 - 22 - - - - - - - - - - - - 28 - 28 PM Peak 17:00 - 17:00 17:00 - 17:00 17:00 - 17:00 - - - - - - - - - - - - 17:00 - 17:00 Vol. 47 - 47 52 - 52 50 - 50 - - - - - - - - - - - - 50 - 50

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Doyle St Powell St and Stanford Ave
Date Range: 10/21/2025 - 10/27/2025
Site Code: 04
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 3 1 4 3 2 5 1 5 6 - - - - - - - - - - - - 2 3 5 1:00 AM 1 0 1 2 0 2 3 5 8 - - - - - - - - - - - - 2 2 4 2:00 AM 1 0 1 0 0 0 0 1 1 - - - - - - - - - - - - 0 0 1 3:00 AM 0 1 1 1 0 1 2 4 6 - - - - - - - - - - - - 1 2 3 4:00 AM 4 2 6 2 0 2 2 1 3 - - - - - - - - - - - - 3 1 4 5:00 AM 8 4 12 5 4 9 4 4 8 - - - - - - - - - - - - 6 4 10 6:00 AM 2 20 22 6 24 30 5 16 21 - - - - - - - - - - - - 4 20 24 7:00 AM 29 32 61 25 43 68 22 47 69 - - - - - - - - - - - - 25 41 66 8:00 AM 51 118 169 56 97 153 22 28 50 - - - - - - - - - - - - 43 81 124 9:00 AM 36 66 102 40 59 99 38 62 100 - - - - - - - - - - - - 38 62 100 10:00 AM 35 58 93 38 65 103 30 56 86 - - - - - - - - - - - - 34 60 94 11:00 AM 40 77 117 38 49 87 48 57 105 - - - - - - - - - - - - 42 61 103 12:00 PM 44 51 95 38 52 90 40 58 98 - - - - - - - - - - - - 41 54 94 1:00 PM 48 61 109 46 44 90 46 58 104 - - - - - - - - - - - - 47 54 101 2:00 PM 55 48 103 43 49 92 44 45 89 - - - - - - - - - - - - 47 47 95 3:00 PM 40 44 84 27 36 63 48 50 98 - - - - - - - - - - - - 38 43 82 4:00 PM 45 81 126 45 61 106 59 82 141 - - - - - - - - - - - - 50 75 124 5:00 PM 49 74 123 53 66 119 59 80 139 - - - - - - - - - - - - 54 73 127 6:00 PM 24 52 76 31 60 91 24 47 71 - - - - - - - - - - - - 26 53 79 7:00 PM 11 20 31 10 36 46 22 27 49 - - - - - - - - - - - - 14 28 42 8:00 PM 19 22 41 13 18 31 11 16 27 - - - - - - - - - - - - 14 19 33 9:00 PM 9 10 19 9 11 20 7 17 24 - - - - - - - - - - - - 8 13 21 10:00 PM 5 9 14 7 4 11 3 5 8 - - - - - - - - - - - - 5 6 11 11:00 PM 3 3 6 2 4 6 1 6 7 - - - - - - - - - - - - 2 4 6 Total 562 854 1,416 540 784 1,324 541 777 1,318 - - - - - - - - - - - - 548 805 1,353 Percent 40% 60% 41% 59% 41% 59% - - - - - - - - 40% 60% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 11:00 09:00 11:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 51 118 169 56 97 153 48 62 105 - - - - - - - - - - - - 43 81 124 PM Peak 14:00 16:00 16:00 17:00 17:00 17:00 16:00 16:00 16:00 - - - - - - - - - - - - 17:00 16:00 17:00 Vol. 55 81 126 53 66 119 59 82 141 - - - - - - - - - - - - 54 75 127

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Beaudry St Between 59th St and Powell St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 17
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 3 3 1 0 1 0 0 0 - - - - - - - - - - - - 0 1 1 1:00 AM 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 2:00 AM 1 0 1 0 0 0 0 0 0 - - - - - - - - - - - - 0 0 0 3:00 AM 2 0 2 1 0 1 1 0 1 - - - - - - - - - - - - 1 0 1 4:00 AM 2 0 2 1 0 1 0 0 0 - - - - - - - - - - - - 1 0 1 5:00 AM 3 1 4 2 0 2 0 0 0 - - - - - - - - - - - - 2 0 2 6:00 AM 3 1 4 5 3 8 5 1 6 - - - - - - - - - - - - 4 2 6 7:00 AM 6 4 10 10 5 15 10 8 18 - - - - - - - - - - - - 9 6 14 8:00 AM 11 9 20 21 17 38 30 14 44 - - - - - - - - - - - - 21 13 34 9:00 AM 12 15 27 17 8 25 23 10 33 - - - - - - - - - - - - 17 11 28 10:00 AM 10 9 19 23 12 35 12 16 28 - - - - - - - - - - - - 15 12 27 11:00 AM 9 9 18 12 11 23 13 9 22 - - - - - - - - - - - - 11 10 21 12:00 PM 17 10 27 7 6 13 14 19 33 - - - - - - - - - - - - 13 12 24 1:00 PM 16 15 31 18 9 27 10 18 28 - - - - - - - - - - - - 15 14 29 2:00 PM 12 15 27 14 14 28 11 11 22 - - - - - - - - - - - - 12 13 26 3:00 PM 10 12 22 17 6 23 14 11 25 - - - - - - - - - - - - 14 10 23 4:00 PM 16 11 27 9 18 27 15 14 29 - - - - - - - - - - - - 13 14 28 5:00 PM 11 17 28 15 11 26 23 19 42 - - - - - - - - - - - - 16 16 32 6:00 PM 8 11 19 14 7 21 13 13 26 - - - - - - - - - - - - 12 10 22 7:00 PM 11 4 15 14 1 15 8 4 12 - - - - - - - - - - - - 11 3 14 8:00 PM 3 1 4 6 6 12 4 1 5 - - - - - - - - - - - - 4 3 7 9:00 PM 2 2 4 6 1 7 3 2 5 - - - - - - - - - - - - 4 2 5 10:00 PM 2 2 4 0 0 0 1 2 3 - - - - - - - - - - - - 1 1 2 11:00 PM 2 0 2 3 1 4 1 1 2 - - - - - - - - - - - - 2 1 3 Total 169 151 320 216 136 352 211 173 384 - - - - - - - - - - - - 199 153 352 Percent 53% 47% 61% 39% 55% 45% - - - - - - - - 56% 44% AM Peak 09:00 09:00 09:00 10:00 08:00 08:00 08:00 10:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 12 15 27 23 17 38 30 16 44 - - - - - - - - - - - - 21 13 34 PM Peak 12:00 17:00 13:00 13:00 16:00 14:00 17:00 12:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 17 17 31 18 18 28 23 19 42 - - - - - - - - - - - - 16 16 32

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Vallejo St, Between 59th St and 61st St Week 1 Date Range: 10/28/2025 - 11/3/2025
Site Code: 13
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 2 2 4 - - - - - - - - - - - - - - - - - - 2 2 4 1:00 AM 2 2 4 - - - - - - - - - - - - - - - - - - 2 2 4 2:00 AM 1 0 1 - - - - - - - - - - - - - - - - - - 1 0 1 3:00 AM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 4:00 AM 2 1 3 - - - - - - - - - - - - - - - - - - 2 1 3 5:00 AM 1 3 4 - - - - - - - - - - - - - - - - - - 1 3 4 6:00 AM 3 6 9 - - - - - - - - - - - - - - - - - - 3 6 9 7:00 AM 9 7 16 - - - - - - - - - - - - - - - - - - 9 7 16 8:00 AM 16 14 30 - - - - - - - - - - - - - - - - - - 16 14 30 9:00 AM 20 16 36 - - - - - - - - - - - - - - - - - - 20 16 36 10:00 AM 13 15 28 - - - - - - - - - - - - - - - - - - 13 15 28 11:00 AM 17 12 29 - - - - - - - - - - - - - - - - - - 17 12 29 12:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 1:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 2:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 3:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 4:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 5:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 6:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 7:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 8:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 9:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 10:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### 11:00 PM - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### Total 86 78 164 - - - - - - - - - - - - - - - - - - ##### ##### ##### Percent 52% 48% - - - - - - - - - - - - - -
AM Peak 09:00 09:00 09:00 - - - - - - - - - - - - - - - - - - 09:00 09:00 09:00 Vol. 20 16 36 - - - - - - - - - - - - - - - - - - 20 16 36 PM Peak - - - - - - - - - - - - - - - - - - - - - ##### ##### ##### Vol. - - - - - - - - - - - - - - - - - - - - - ##### ##### #####

1. Mid-week average includes data between Tuesday and Thursday. 10/28/2025 10/29/2025 10/30/2025 10/31/2025 11/1/2025 11/2/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 11/3/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Vallejo St, Between 59th St and 61st St Week 2 Date Range: 11/4/2025 - 11/10/2025
Site Code: 13
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM - - - 0 0 0 1 0 1 - - - - - - - - - - - - 1 0 1 1:00 AM - - - 1 2 3 0 1 1 - - - - - - - - - - - - 1 2 2 2:00 AM - - - 0 1 1 0 1 1 - - - - - - - - - - - - 0 1 1 3:00 AM - - - 0 1 1 0 0 0 - - - - - - - - - - - - 0 1 1 4:00 AM - - - 0 2 2 0 1 1 - - - - - - - - - - - - 0 2 2 5:00 AM - - - 2 4 6 1 0 1 - - - - - - - - - - - - 2 2 4 6:00 AM - - - 5 4 9 5 5 10 - - - - - - - - - - - - 5 5 10 7:00 AM - - - 8 13 21 11 8 19 - - - - - - - - - - - - 10 11 20 8:00 AM - - - 17 15 32 19 25 44 - - - - - - - - - - - - 18 20 38 9:00 AM - - - 18 23 41 18 19 37 - - - - - - - - - - - - 18 21 39 10:00 AM - - - 15 8 23 14 16 30 - - - - - - - - - - - - 15 12 27 11:00 AM - - - 18 18 36 21 11 32 - - - - - - - - - - - - 20 15 34 12:00 PM 20 21 41 16 18 34 10 23 33 - - - - - - - - - - - - 15 21 36 1:00 PM 12 22 34 19 17 36 18 12 30 - - - - - - - - - - - - 16 17 33 2:00 PM 15 22 37 17 24 41 14 21 35 - - - - - - - - - - - - 15 22 38 3:00 PM 26 21 47 23 23 46 28 20 48 - - - - - - - - - - - - 26 21 47 4:00 PM 23 17 40 21 13 34 23 24 47 - - - - - - - - - - - - 22 18 40 5:00 PM 24 19 43 37 20 57 23 18 41 - - - - - - - - - - - - 28 19 47 6:00 PM 14 12 26 27 13 40 9 10 19 - - - - - - - - - - - - 17 12 28 7:00 PM 11 9 20 13 10 23 23 8 31 - - - - - - - - - - - - 16 9 25 8:00 PM 6 4 10 7 6 13 7 8 15 - - - - - - - - - - - - 7 6 13 9:00 PM 11 6 17 9 10 19 7 5 12 - - - - - - - - - - - - 9 7 16 10:00 PM 4 5 9 5 3 8 5 1 6 - - - - - - - - - - - - 5 3 8 11:00 PM 3 3 6 3 7 10 3 1 4 - - - - - - - - - - - - 3 4 7 Total 169 161 330 281 255 536 260 238 498 - - - - - - - - - - - - 266 248 513 Percent 51% 49% 52% 48% 52% 48% - - - - - - - - 52% 48% AM Peak - - - 09:00 09:00 09:00 11:00 08:00 08:00 - - - - - - - - - - - - 11:00 09:00 09:00 Vol. - - - 18 23 41 21 25 44 - - - - - - - - - - - - 20 21 39 PM Peak 15:00 13:00 15:00 17:00 14:00 17:00 15:00 16:00 15:00 - - - - - - - - - - - - 17:00 14:00 15:00 Vol. 26 22 47 37 24 57 28 24 48 - - - - - - - - - - - - 28 22 47

1. Mid-week average includes data between Tuesday and Thursday. 11/4/2025 11/5/2025 11/6/2025 11/7/2025 11/8/2025 11/9/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 11/10/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Emery St Between 40th St and Midblock Crosswalk Date Range: 10/21/2025 - 10/27/2025
Site Code: 14
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 21 19 40 21 23 44 15 18 33 - - - - - - - - - - - - 19 20 39 1:00 AM 11 12 23 6 9 15 15 13 28 - - - - - - - - - - - - 11 11 22 2:00 AM 7 10 17 4 13 17 10 17 27 - - - - - - - - - - - - 7 13 20 3:00 AM 11 13 24 8 9 17 6 13 19 - - - - - - - - - - - - 8 12 20 4:00 AM 10 20 30 11 12 23 9 8 17 - - - - - - - - - - - - 10 13 23 5:00 AM 28 14 42 31 18 49 24 15 39 - - - - - - - - - - - - 28 16 43 6:00 AM 54 40 94 48 42 90 56 45 101 - - - - - - - - - - - - 53 42 95 7:00 AM 91 89 180 78 93 171 79 82 161 - - - - - - - - - - - - 83 88 171 8:00 AM 157 133 290 165 135 300 190 144 334 - - - - - - - - - - - - 171 137 308 9:00 AM 180 126 306 166 114 280 189 118 307 - - - - - - - - - - - - 178 119 298 10:00 AM 136 158 294 156 167 323 152 162 314 - - - - - - - - - - - - 148 162 310 11:00 AM 165 216 381 178 207 385 160 210 370 - - - - - - - - - - - - 168 211 379 12:00 PM 226 236 462 179 208 387 192 230 422 - - - - - - - - - - - - 199 225 424 1:00 PM 176 224 400 176 229 405 179 220 399 - - - - - - - - - - - - 177 224 401 2:00 PM 163 221 384 175 233 408 164 215 379 - - - - - - - - - - - - 167 223 390 3:00 PM 212 209 421 185 177 362 184 196 380 - - - - - - - - - - - - 194 194 388 4:00 PM 283 186 469 294 198 492 265 197 462 - - - - - - - - - - - - 281 194 474 5:00 PM 329 213 542 302 222 524 292 209 501 - - - - - - - - - - - - 308 215 522 6:00 PM 287 178 465 210 168 378 220 185 405 - - - - - - - - - - - - 239 177 416 7:00 PM 165 161 326 131 163 294 129 175 304 - - - - - - - - - - - - 142 166 308 8:00 PM 103 107 210 114 111 225 90 112 202 - - - - - - - - - - - - 102 110 212 9:00 PM 97 74 171 90 86 176 74 79 153 - - - - - - - - - - - - 87 80 167 10:00 PM 66 59 125 47 74 121 53 64 117 - - - - - - - - - - - - 55 66 121 11:00 PM 23 28 51 29 34 63 30 36 66 - - - - - - - - - - - - 27 33 60 Total 3,001 2,746 5,747 2,804 2,745 5,549 2,777 2,763 5,540 - - - - - - - - - - - - 2,861 2,751 5,612 Percent 52% 48% 51% 49% 50% 50% - - - - - - - - 51% 49% AM Peak 09:00 11:00 11:00 11:00 11:00 11:00 08:00 11:00 11:00 - - - - - - - - - - - - 09:00 11:00 11:00 Vol. 180 216 381 178 207 385 190 210 370 - - - - - - - - - - - - 178 211 379 PM Peak 17:00 12:00 17:00 17:00 14:00 17:00 17:00 12:00 17:00 - - - - - - - - - - - - 17:00 12:00 17:00 Vol. 329 236 542 302 233 524 292 230 501 - - - - - - - - - - - - 308 225 522

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
Location: Adeline St Between 40th St and 41st St
Date Range: 10/21/2025 - 10/27/2025
Site Code: 08
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 27 17 44 25 21 46 28 32 60 - - - - - - - - - - - - 27 23 50 1:00 AM 22 15 37 12 16 28 13 9 22 - - - - - - - - - - - - 16 13 29 2:00 AM 19 13 32 3 12 15 10 6 16 - - - - - - - - - - - - 11 10 21 3:00 AM 9 10 19 6 12 18 8 11 19 - - - - - - - - - - - - 8 11 19 4:00 AM 8 9 17 8 9 17 11 11 22 - - - - - - - - - - - - 9 10 19 5:00 AM 11 31 42 20 36 56 17 25 42 - - - - - - - - - - - - 16 31 47 6:00 AM 32 63 95 34 53 87 37 51 88 - - - - - - - - - - - - 34 56 90 7:00 AM 92 112 204 78 114 192 84 114 198 - - - - - - - - - - - - 85 113 198 8:00 AM 209 233 442 181 251 432 197 217 414 - - - - - - - - - - - - 196 234 429 9:00 AM 135 145 280 131 156 287 135 151 286 - - - - - - - - - - - - 134 151 284 10:00 AM 136 152 288 128 136 264 155 135 290 - - - - - - - - - - - - 140 141 281 11:00 AM 150 147 297 144 171 315 152 176 328 - - - - - - - - - - - - 149 165 313 12:00 PM 151 160 311 164 176 340 164 172 336 - - - - - - - - - - - - 160 169 329 1:00 PM 179 178 357 178 177 355 174 153 327 - - - - - - - - - - - - 177 169 346 2:00 PM 186 169 355 191 188 379 164 190 354 - - - - - - - - - - - - 180 182 363 3:00 PM 241 225 466 235 209 444 239 254 493 - - - - - - - - - - - - 238 229 468 4:00 PM 290 194 484 275 241 516 282 244 526 - - - - - - - - - - - - 282 226 509 5:00 PM 311 235 546 320 273 593 326 265 591 - - - - - - - - - - - - 319 258 577 6:00 PM 228 196 424 256 191 447 208 181 389 - - - - - - - - - - - - 231 189 420 7:00 PM 193 121 314 163 127 290 166 166 332 - - - - - - - - - - - - 174 138 312 8:00 PM 131 98 229 107 108 215 132 97 229 - - - - - - - - - - - - 123 101 224 9:00 PM 96 84 180 88 75 163 100 85 185 - - - - - - - - - - - - 95 81 176 10:00 PM 52 46 98 62 57 119 62 53 115 - - - - - - - - - - - - 59 52 111 11:00 PM 42 28 70 54 28 82 47 40 87 - - - - - - - - - - - - 48 32 80 Total 2,950 2,681 5,631 2,863 2,837 5,700 2,911 2,838 5,749 - - - - - - - - - - - - 2,908 2,785 5,693 Percent 52% 48% 50% 50% 51% 49% - - - - - - - - 51% 49% AM Peak 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 08:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 209 233 442 181 251 432 197 217 414 - - - - - - - - - - - - 196 234 429 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 - - - - - - - - - - - - 17:00 17:00 17:00 Vol. 311 235 546 320 273 593 326 265 591 - - - - - - - - - - - - 319 258 577

1. Mid-week average includes data between Tuesday and Thursday. 10/21/2025 10/22/2025 10/23/2025 10/24/2025 10/25/2025 10/26/2025 Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average 10/27/2025
1 Project Manager: (415) 310-6469
[email protected]
25 EB WB
18 MPH 27
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 5 0 < 5 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 1 1.0% 2 2% 3.0% 3 3.0%
15 - 16 15 - 16 2 2.0% 2 2% 4.0% 7 7.0%
17 - 18 17 - 18 0 0.0% 7 7% 7.0% 14 14.0%
19 - 20 19 - 20 9 9.0% 8 8% 17.0% 31 31.0%
21 - 22 21 - 22 12 12.0% 5 5% 17.0% 48 48.0%
23 - 24 23 - 24 13 13.0% 8 8% 21.0% 69 69.0%
25 - 26 25 - 26 8 8.0% 9 9% 17.0% 86 86.0%
27 - 28 27 - 28 4 4.0% 5 5% 9.0% 95 95.0%
29 - 30 29 - 30 1 1.0% 2 2% 3.0% 98 98.0%
31 - 32 31 - 32 0 0.0% 0 0% 0.0% 98 98.0%
33 - 34 33 - 34 0 0.0% 2 2% 2.0% 100 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 100 100.0%
UNUSUAL CONDITIONS:

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
13 11:30:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
12:30:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

73.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:
67th St
Shellmound St to Emeryville Greenway

11.0% 19 MPH Below Pace
Brandon
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

7.0%

PRIMA FACIE SPEED LIMIT

82.0%
COLLECTOR:

In Pace 23

MPH MPH

73.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 5
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
0 > 34
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
16 MPH 25
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 5 0 < 5 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 1 1.0% 0 0% 1.0% 1 1.0%
13 - 14 13 - 14 4 4.0% 2 2% 6.0% 7 7.0%
15 - 16 15 - 16 4 4.0% 1 1% 5.0% 12 12.0%
17 - 18 17 - 18 7 7.0% 7 7% 14.0% 26 26.0%
19 - 20 19 - 20 10 10.0% 15 15% 25.0% 51 51.0%
21 - 22 21 - 22 7 7.0% 6 6% 13.0% 64 64.0%
23 - 24 23 - 24 8 8.0% 9 9% 17.0% 81 81.0%
25 - 26 25 - 26 3 3.0% 3 3% 6.0% 87 87.0%
27 - 28 27 - 28 2 2.0% 4 4% 6.0% 93 93.0%
29 - 30 29 - 30 3 3.0% 2 2% 5.0% 98 98.0%
31 - 32 31 - 32 1 1.0% 0 0% 1.0% 99 99.0%
33 - 34 33 - 34 0 0.0% 1 1% 1.0% 100 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 100 100.0%
UNUSUAL CONDITIONS:

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
14 9:15:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
11:15:00 AM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

85.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 25 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:
66th St
Cul De Sac to Emeryville Greenway

9.0% 17 MPH Below Pace
Brandon
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

15.0%

PRIMA FACIE SPEED LIMIT

76.0%
COLLECTOR:

In Pace 20

MPH MPH

85.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 5
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
0 > 34
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
16 MPH 25
25 #Entries 77
NB/EB 42
SB/WB 35

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 0 0 < 0 0 0.0% 0 0% 0.0% 0 0.0%
0 - 1 0 - 1 0 0.0% 0 0% 0.0% 0 0.0%
2 - 3 2 - 3 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 2 2.6% 1 1% 3.9% 3 3.9%
14 - 15 14 - 15 1 1.3% 3 4% 5.2% 7 9.1%
16 - 17 16 - 17 9 11.7% 7 9% 20.8% 23 29.9%
18 - 19 18 - 19 11 14.3% 3 4% 18.2% 37 48.1%
20 - 21 20 - 21 11 14.3% 9 12% 26.0% 57 74.0%
22 - 23 22 - 23 7 9.1% 4 5% 14.3% 68 88.3%
24 - 25 24 - 25 0 0.0% 5 6% 6.5% 73 94.8%
26 - 27 26 - 27 1 1.3% 2 3% 3.9% 76 98.7%
28 - 29 28 - 29 0 0.0% 1 1% 1.3% 77 100.0%
> 29 0 > 29 0 0.0% 0 0% 0.0% 77 100.0%
Brandon
Sunny
2 MPH
New

PACE SPEED
Above Pace
MPH

5.2%

PRIMA FACIE SPEED LIMIT

85.7%
COLLECTOR:
62nd St
Overland Av to Vallejo St

9.1% 16 MPH Below Pace 20
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

In Pace

MPH MPH

94.8% 94.8%

EXISTING SPEED LIMIT
POSTED SPEED:
25 23 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
17 2:30:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
4:30:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

45.5%

54.5%

DIRECTION OF COLLECTION

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 0
0 - 1
2 - 3
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
0 > 29
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
15 MPH 24
25 #Entries 53
NB/EB 26
SB/WB 27

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 1 0 < 1 0 0.0% 0 0% 0.0% 0 0.0%
1 - 2 1 - 2 0 0.0% 0 0% 0.0% 0 0.0%
3 - 4 3 - 4 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 1 1.9% 1 2% 3.8% 2 3.8%
15 - 16 15 - 16 1 1.9% 5 9% 11.3% 8 15.1%
17 - 18 17 - 18 4 7.5% 2 4% 11.3% 14 26.4%
19 - 20 19 - 20 5 9.4% 6 11% 20.8% 25 47.2%
21 - 22 21 - 22 4 7.5% 4 8% 15.1% 33 62.3%
23 - 24 23 - 24 6 11.3% 7 13% 24.5% 46 86.8%
25 - 26 25 - 26 5 9.4% 1 2% 11.3% 52 98.1%
27 - 28 27 - 28 0 0.0% 0 0% 0.0% 52 98.1%
29 - 30 29 - 30 0 0.0% 1 2% 1.9% 53 100.0%
> 30 0 > 30 0 0.0% 0 0% 0.0% 53 100.0%
Brandon
Sunny
2 MPH
New

PACE SPEED
Above Pace
MPH

13.2%

PRIMA FACIE SPEED LIMIT

83.0%
COLLECTOR:
61st St
Hollis St to Vallejo St

3.8% 16 MPH Below Pace 21
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Thursday, October 23, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

DIRECTION OF COLLECTION

92.5%

EXISTING SPEED LIMIT
POSTED SPEED:
25 24 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

92.5%
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
3 12:45:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
2:45:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

UNUSUAL CONDITIONS:

50.9%

49.1%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 1
1 - 2
3 - 4
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
0 > 30
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
18 MPH 27
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 1 0 < 1 0 0.0% 0 0% 0.0% 0 0.0%
1 - 2 1 - 2 0 0.0% 0 0% 0.0% 0 0.0%
3 - 4 3 - 4 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 0 0.0%
15 - 16 15 - 16 1 1.0% 2 2% 3.0% 3 3.0%
17 - 18 17 - 18 6 6.0% 9 9% 15.0% 18 18.0%
19 - 20 19 - 20 11 11.0% 12 12% 23.0% 41 41.0%
21 - 22 21 - 22 8 8.0% 5 5% 13.0% 54 54.0%
23 - 24 23 - 24 8 8.0% 10 10% 18.0% 72 72.0%
25 - 26 25 - 26 10 10.0% 10 10% 20.0% 92 92.0%
27 - 28 27 - 28 4 4.0% 0 0% 4.0% 96 96.0%
29 - 30 29 - 30 2 2.0% 2 2% 4.0% 100 100.0%
> 30 0 > 30 0 0.0% 0 0% 0.0% 100 100.0%
Brandon
Cloudy
2 MPH
New

PACE SPEED
Above Pace
MPH

6.0%

PRIMA FACIE SPEED LIMIT

90.0%
COLLECTOR:
59th St
Horton St to Vallejo St

4.0% 18 MPH Below Pace 22
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, October 22, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

DIRECTION OF COLLECTION

82.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

82.0%
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
11 9:30:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
11:30:00 AM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

UNUSUAL CONDITIONS:

50.0%

50.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 1
1 - 2
3 - 4
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
0 > 30
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
30 EB WB
23 MPH 32
30 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
30 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 16 0 < 16 0 0.0% 0 0% 0.0% 0 0.0%
16 - 17 16 - 17 0 0.0% 3 3% 3.0% 3 3.0%
18 - 19 18 - 19 2 2.0% 1 1% 3.0% 6 6.0%
20 - 21 20 - 21 3 3.0% 0 0% 3.0% 9 9.0%
22 - 23 22 - 23 3 3.0% 3 3% 6.0% 15 15.0%
24 - 25 24 - 25 8 8.0% 5 5% 13.0% 28 28.0%
26 - 27 26 - 27 8 8.0% 8 8% 16.0% 44 44.0%
28 - 29 28 - 29 12 12.0% 7 7% 19.0% 63 63.0%
30 - 31 30 - 31 8 8.0% 6 6% 14.0% 77 77.0%
32 - 33 32 - 33 2 2.0% 3 3% 5.0% 82 82.0%
34 - 35 34 - 35 1 1.0% 9 9% 10.0% 92 92.0%
36 - 37 36 - 37 1 1.0% 2 2% 3.0% 95 95.0%
38 - 39 38 - 39 2 2.0% 2 2% 4.0% 99 99.0%
40 - 41 40 - 41 0 0.0% 0 0% 0.0% 99 99.0%
42 - 43 42 - 43 0 0.0% 0 0% 0.0% 99 99.0%
44 - 45 44 - 45 0 0.0% 1 1% 1.0% 100 100.0%
> 45 0 > 45 0 0.0% 0 0% 0.0% 100 100.0%
UNUSUAL CONDITIONS:

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
1 11:20:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
11:45:00 AM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

28.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 34 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Powell St
Captain Dr to I-80 Frontage Rd

11.0% 23 MPH Below Pace
Josh
Sunny
2 MPH
Poor

PACE SPEED
Above Pace
MPH

19.0%

PRIMA FACIE SPEED LIMIT

70.0%
COLLECTOR:

In Pace 28

MPH MPH

71.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 16
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
34 - 35
36 - 37
38 - 39
40 - 41
42 - 43
44 - 45
0 > 45
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
17 MPH 26
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 4 0 < 4 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 1 1% 1.0% 1 1.0%
12 - 13 12 - 13 0 0.0% 2 2% 2.0% 3 3.0%
14 - 15 14 - 15 1 1.0% 4 4% 5.0% 8 8.0%
16 - 17 16 - 17 2 2.0% 5 5% 7.0% 15 15.0%
18 - 19 18 - 19 10 10.0% 7 7% 17.0% 32 32.0%
20 - 21 20 - 21 11 11.0% 15 15% 26.0% 58 58.0%
22 - 23 22 - 23 6 6.0% 5 5% 11.0% 69 69.0%
24 - 25 24 - 25 9 9.0% 4 4% 13.0% 82 82.0%
26 - 27 26 - 27 6 6.0% 6 6% 12.0% 94 94.0%
28 - 29 28 - 29 5 5.0% 0 0% 5.0% 99 99.0%
30 - 31 30 - 31 0 0.0% 0 0% 0.0% 99 99.0%
32 - 33 32 - 33 0 0.0% 1 1% 1.0% 100 100.0%
> 33 0 > 33 0 0.0% 0 0% 0.0% 100 100.0%

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
12 12:40:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
3:15:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

DIRECTION OF COLLECTION

82.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

82.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, October 29, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Stanford Ave
Horton St to Vallejo St

9.0% 17 MPH Below Pace 21
Ian
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

11.0%

PRIMA FACIE SPEED LIMIT

80.0%
COLLECTOR:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 4
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
0 > 33
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
17 MPH 26
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 4 0 < 4 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 1 1.0% 1 1% 2.0% 2 2.0%
14 - 15 14 - 15 2 2.0% 2 2% 4.0% 6 6.0%
16 - 17 16 - 17 3 3.0% 2 2% 5.0% 11 11.0%
18 - 19 18 - 19 11 11.0% 7 7% 18.0% 29 29.0%
20 - 21 20 - 21 10 10.0% 10 10% 20.0% 49 49.0%
22 - 23 22 - 23 5 5.0% 9 9% 14.0% 63 63.0%
24 - 25 24 - 25 13 13.0% 6 6% 19.0% 82 82.0%
26 - 27 26 - 27 4 4.0% 9 9% 13.0% 95 95.0%
28 - 29 28 - 29 1 1.0% 2 2% 3.0% 98 98.0%
30 - 31 30 - 31 0 0.0% 1 1% 1.0% 99 99.0%
32 - 33 32 - 33 0 0.0% 1 1% 1.0% 100 100.0%
> 33 0 > 33 0 0.0% 0 0% 0.0% 100 100.0%
Josh
Sunny
2 + Bike Lanes
MPH
New

PACE SPEED
Above Pace
MPH

8.0%

PRIMA FACIE SPEED LIMIT

84.0%
COLLECTOR:
47th St
Doyle St to Adeline St

8.0% 18 MPH Below Pace 22
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Thursday, November 6, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

In Pace

MPH MPH

82.0% 82.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
6 11:30:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
1:30:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

50.0%

50.0%

DIRECTION OF COLLECTION

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 4
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
0 > 33
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 EB WB
20 MPH 29
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 5 0 < 5 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 1 1.0% 0 0% 1.0% 1 1.0%
15 - 16 15 - 16 1 1.0% 0 0% 1.0% 2 2.0%
17 - 18 17 - 18 4 4.0% 2 2% 6.0% 8 8.0%
19 - 20 19 - 20 7 7.0% 5 5% 12.0% 20 20.0%
21 - 22 21 - 22 12 12.0% 8 8% 20.0% 40 40.0%
23 - 24 23 - 24 7 7.0% 8 8% 15.0% 55 55.0%
25 - 26 25 - 26 10 10.0% 12 12% 22.0% 77 77.0%
27 - 28 27 - 28 3 3.0% 5 5% 8.0% 85 85.0%
29 - 30 29 - 30 3 3.0% 8 8% 11.0% 96 96.0%
31 - 32 31 - 32 0 0.0% 1 1% 1.0% 97 97.0%
33 - 34 33 - 34 2 2.0% 1 1% 3.0% 100 100.0%
> 34 0 > 34 0 0.0% 0 0% 0.0% 100 100.0%

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
8 9:00:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
10:40:00 AM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

DIRECTION OF COLLECTION

67.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 28 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

67.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Thursday, October 30, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:
45th St
Horton St to Adeline St

11.0% 20 MPH Below Pace 24
Josh
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

10.0%

PRIMA FACIE SPEED LIMIT

79.0%
COLLECTOR:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 5
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
0 > 34
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
15 MPH 24
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 2 0 < 2 0 0.0% 0 0% 0.0% 0 0.0%
2 - 3 2 - 3 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 1 1% 1.0% 1 1.0%
10 - 11 10 - 11 1 1.0% 1 1% 2.0% 3 3.0%
12 - 13 12 - 13 4 4.0% 1 1% 5.0% 8 8.0%
14 - 15 14 - 15 9 9.0% 4 4% 13.0% 21 21.0%
16 - 17 16 - 17 5 5.0% 8 8% 13.0% 34 34.0%
18 - 19 18 - 19 4 4.0% 7 7% 11.0% 45 45.0%
20 - 21 20 - 21 10 10.0% 8 8% 18.0% 63 63.0%
22 - 23 22 - 23 8 8.0% 13 13% 21.0% 84 84.0%
24 - 25 24 - 25 4 4.0% 4 4% 8.0% 92 92.0%
26 - 27 26 - 27 4 4.0% 1 1% 5.0% 97 97.0%
28 - 29 28 - 29 1 1.0% 0 0% 1.0% 98 98.0%
30 - 31 30 - 31 0 0.0% 2 2% 2.0% 100 100.0%
> 31 0 > 31 0 0.0% 0 0% 0.0% 100 100.0%
Josh
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

9.0%

PRIMA FACIE SPEED LIMIT

78.0%
COLLECTOR:

Halleck St
Sherwin Ave to Beach St

13.0% 15 MPH Below Pace 20
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Monday, November 3, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

In Pace

MPH MPH

92.0% 92.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 24 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
20 2:00:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
4:00:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

50.0%

50.0%

DIRECTION OF COLLECTION

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 2
2 - 3
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
0 > 31
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
14 MPH 23
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 11 0 < 11 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 1 1.0% 1 1% 2.0% 2 2.0%
13 - 14 13 - 14 4 4.0% 6 6% 10.0% 12 12.0%
15 - 16 15 - 16 7 7.0% 7 7% 14.0% 26 26.0%
17 - 18 17 - 18 8 8.0% 9 9% 17.0% 43 43.0%
19 - 20 19 - 20 17 17.0% 7 7% 24.0% 67 67.0%
21 - 22 21 - 22 5 5.0% 7 7% 12.0% 79 79.0%
23 - 24 23 - 24 2 2.0% 8 8% 10.0% 89 89.0%
25 - 26 25 - 26 2 2.0% 4 4% 6.0% 95 95.0%
27 - 28 27 - 28 1 1.0% 1 1% 2.0% 97 97.0%
29 - 30 29 - 30 2 2.0% 0 0% 2.0% 99 99.0%
31 - 32 31 - 32 0 0.0% 0 0% 0.0% 99 99.0%
33 - 34 33 - 34 0 0.0% 0 0% 0.0% 99 99.0%
35 - 36 35 - 36 0 0.0% 0 0% 0.0% 99 99.0%
37 - 38 37 - 38 0 0.0% 0 0% 0.0% 99 99.0%
39 - 40 39 - 40 1 1.0% 0 0% 1.0% 100 100.0%
> 40 0 > 40 0 0.0% 0 0% 0.0% 100 100.0%
UNUSUAL CONDITIONS:

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
2 1:06:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
1:30:00 PM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

93.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 23 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Shellmound St
63rd St to Christie Av

6.0% 15 MPH Below Pace
Josh
Sunny
2 MPH
New

PACE SPEED
Above Pace
MPH

13.0%

PRIMA FACIE SPEED LIMIT

81.0%
COLLECTOR:

In Pace 19

MPH MPH

93.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0% 18.0%
0 < 11
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
35 - 36
37 - 38
39 - 40
0 > 40
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
17 MPH 26
25 #Entries 68
NB/EB 48
SB/WB 20

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 6 0 < 6 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 1 1.5% 1 1% 2.9% 2 2.9%
12 - 13 12 - 13 1 1.5% 3 4% 5.9% 6 8.8%
14 - 15 14 - 15 2 2.9% 4 6% 8.8% 12 17.6%
16 - 17 16 - 17 1 1.5% 2 3% 4.4% 15 22.1%
18 - 19 18 - 19 6 8.8% 3 4% 13.2% 24 35.3%
20 - 21 20 - 21 6 8.8% 3 4% 13.2% 33 48.5%
22 - 23 22 - 23 10 14.7% 1 1% 16.2% 44 64.7%
24 - 25 24 - 25 7 10.3% 1 1% 11.8% 52 76.5%
26 - 27 26 - 27 10 14.7% 1 1% 16.2% 63 92.6%
28 - 29 28 - 29 2 2.9% 1 1% 4.4% 66 97.1%
30 - 31 30 - 31 1 1.5% 0 0% 1.5% 67 98.5%
32 - 33 32 - 33 0 0.0% 0 0% 0.0% 67 98.5%
34 - 35 34 - 35 1 1.5% 0 0% 1.5% 68 100.0%
> 35 0 > 35 0 0.0% 0 0% 0.0% 68 100.0%

29.4%

70.6%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
9 1:40:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
3:40:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

DIRECTION OF COLLECTION

76.5%

EXISTING SPEED LIMIT
POSTED SPEED:
25 26 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

76.5%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 21, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Overland Ave
65th St to 62nd St

17.6% 15 MPH Below Pace 22
Brandon
Sunny
2 MPH
New

PACE SPEED
Above Pace
MPH

11.8%

PRIMA FACIE SPEED LIMIT

70.6%
COLLECTOR:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 6
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
34 - 35
0 > 35
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
14 MPH 23
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 4 0 < 4 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 3 3% 3.0% 3 3.0%
14 - 15 14 - 15 11 11.0% 3 3% 14.0% 17 17.0%
16 - 17 16 - 17 3 3.0% 6 6% 9.0% 26 26.0%
18 - 19 18 - 19 10 10.0% 6 6% 16.0% 42 42.0%
20 - 21 20 - 21 10 10.0% 12 12% 22.0% 64 64.0%
22 - 23 22 - 23 8 8.0% 10 10% 18.0% 82 82.0%
24 - 25 24 - 25 4 4.0% 7 7% 11.0% 93 93.0%
26 - 27 26 - 27 2 2.0% 2 2% 4.0% 97 97.0%
28 - 29 28 - 29 0 0.0% 1 1% 1.0% 98 98.0%
30 - 31 30 - 31 1 1.0% 0 0% 1.0% 99 99.0%
32 - 33 32 - 33 1 1.0% 0 0% 1.0% 100 100.0%
> 33 0 > 33 0 0.0% 0 0% 0.0% 100 100.0%

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
18 11:00:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
12:19:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

DIRECTION OF COLLECTION

93.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 24 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

93.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Thursday, October 30, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Peladeau St
59th St to Stanford Av

3.0% 15 MPH Below Pace 20
Josh
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

18.0%

PRIMA FACIE SPEED LIMIT

79.0%
COLLECTOR:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 4
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
0 > 33
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
18 MPH 27
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 10 0 < 10 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 1 1% 1.0% 1 1.0%
16 - 17 16 - 17 2 2.0% 0 0% 2.0% 3 3.0%
18 - 19 18 - 19 6 6.0% 5 5% 11.0% 14 14.0%
20 - 21 20 - 21 13 13.0% 12 12% 25.0% 39 39.0%
22 - 23 22 - 23 9 9.0% 7 7% 16.0% 55 55.0%
24 - 25 24 - 25 5 5.0% 11 11% 16.0% 71 71.0%
26 - 27 26 - 27 8 8.0% 4 4% 12.0% 83 83.0%
28 - 29 28 - 29 2 2.0% 4 4% 6.0% 89 89.0%
30 - 31 30 - 31 3 3.0% 3 3% 6.0% 95 95.0%
32 - 33 32 - 33 1 1.0% 3 3% 4.0% 99 99.0%
34 - 35 34 - 35 0 0.0% 0 0% 0.0% 99 99.0%
36 - 37 36 - 37 0 0.0% 0 0% 0.0% 99 99.0%
38 - 39 38 - 39 1 1.0% 0 0% 1.0% 100 100.0%
> 39 0 > 39 0 0.0% 0 0% 0.0% 100 100.0%
Josh
Sunny
3 MPH
Fair

PACE SPEED
Above Pace
MPH

17.0%

PRIMA FACIE SPEED LIMIT

80.0%
COLLECTOR:

Hollis St
45th St to Yerba Buena Av

3.0% 20 MPH Below Pace 23
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 28, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

DIRECTION OF COLLECTION

71.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 28 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

71.0%
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
7 11:08:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
11:32:00 AM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

UNUSUAL CONDITIONS:

50.0%

50.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 10
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
34 - 35
36 - 37
38 - 39
0 > 39
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
10 MPH 19
25 #Entries 50
NB/EB 50
SB/WB 0

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< -4
-4 - -3
-2 - -1
0 - 1 0 - 1 0 0.0% 0 0% 0.0% 0 0.0%
2 - 3 2 - 3 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 7 14.0% 0 0% 14.0% 7 14.0%
12 - 13 12 - 13 12 24.0% 0 0% 24.0% 19 38.0%
14 - 15 14 - 15 10 20.0% 0 0% 20.0% 29 58.0%
16 - 17 16 - 17 10 20.0% 0 0% 20.0% 39 78.0%
18 - 19 18 - 19 7 14.0% 0 0% 14.0% 46 92.0%
20 - 21 20 - 21 1 2.0% 0 0% 2.0% 47 94.0%
22 - 23 22 - 23 2 4.0% 0 0% 4.0% 49 98.0%
24 - 25 24 - 25 1 2.0% 0 0% 2.0% 50 100.0%
> 25 0 > 25 0 0.0% 0 0% 0.0% 50 100.0%

0.0%
100.0%

DIRECTION OF COLLECTION

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
4 11:40:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
2:40:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:
100.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 18 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH
100.0%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, December 2, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Doyle St
Ocean Av to 62nd St

0.0% 12 MPH Below Pace 15
Josh
Sunny
1 + Bike Lane
MPH
New

PACE SPEED
Above Pace
MPH

8.0%

PRIMA FACIE SPEED LIMIT

92.0%
COLLECTOR:

0.0% 5.0% 10.0% 15.0% 20.0% 25.0% 30.0%
0 - 1
2 - 3
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
0 > 25
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
12 MPH 21
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< -1 0 < -1 0 0.0% 0 0% 0.0% 0 0.0%
-1 - 0 -1 - 0 0 0.0% 0 0% 0.0% 0 0.0%
1 - 2 1 - 2 0 0.0% 0 0% 0.0% 0 0.0%
3 - 4 3 - 4 0 0.0% 0 0% 0.0% 0 0.0%
5 - 6 5 - 6 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 2 2.0% 1 1% 3.0% 3 3.0%
11 - 12 11 - 12 5 5.0% 1 1% 6.0% 9 9.0%
13 - 14 13 - 14 5 5.0% 14 14% 19.0% 28 28.0%
15 - 16 15 - 16 13 13.0% 11 11% 24.0% 52 52.0%
17 - 18 17 - 18 9 9.0% 9 9% 18.0% 70 70.0%
19 - 20 19 - 20 11 11.0% 8 8% 19.0% 89 89.0%
21 - 22 21 - 22 1 1.0% 4 4% 5.0% 94 94.0%
23 - 24 23 - 24 1 1.0% 1 1% 2.0% 96 96.0%
25 - 26 25 - 26 1 1.0% 1 1% 2.0% 98 98.0%
27 - 28 27 - 28 2 2.0% 0 0% 2.0% 100 100.0%
> 28 0 > 28 0 0.0% 0 0% 0.0% 100 100.0%
Josh
Sunny
2 MPH
New

PACE SPEED
Above Pace
MPH

9.0%

PRIMA FACIE SPEED LIMIT

87.0%
COLLECTOR:

Doyle St
Powell St to 55th St

4.0% 13 MPH Below Pace 16
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Thursday, October 30, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

DIRECTION OF COLLECTION

97.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 20 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

97.0%
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
5 2:30:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
4:30:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

UNUSUAL CONDITIONS:

50.0%

50.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < -1
-1 - 0
1 - 2
3 - 4
5 - 6
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
0 > 28
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
17 MPH 26
25 #Entries 53
NB/EB 27
SB/WB 26

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 2 0 < 2 0 0.0% 0 0% 0.0% 0 0.0%
2 - 3 2 - 3 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 3 5.7% 0 0% 5.7% 3 5.7%
14 - 15 14 - 15 2 3.8% 1 2% 5.7% 6 11.3%
16 - 17 16 - 17 2 3.8% 3 6% 9.4% 11 20.8%
18 - 19 18 - 19 4 7.5% 9 17% 24.5% 24 45.3%
20 - 21 20 - 21 7 13.2% 5 9% 22.6% 36 67.9%
22 - 23 22 - 23 3 5.7% 3 6% 11.3% 42 79.2%
24 - 25 24 - 25 1 1.9% 3 6% 7.5% 46 86.8%
26 - 27 26 - 27 3 5.7% 1 2% 7.5% 50 94.3%
28 - 29 28 - 29 0 0.0% 1 2% 1.9% 51 96.2%
30 - 31 30 - 31 2 3.8% 0 0% 3.8% 53 100.0%
> 31 0 > 31 0 0.0% 0 0% 0.0% 53 100.0%

49.1%

50.9%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
19 2:00:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
4:00:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

UNUSUAL CONDITIONS:

DIRECTION OF COLLECTION

86.8%

EXISTING SPEED LIMIT
POSTED SPEED:
25 25 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

86.8%
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, October 22, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Beaudry St
59th St to 55th St

13.2% 17 MPH Below Pace 20
Josh
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

7.5%

PRIMA FACIE SPEED LIMIT

79.2%
COLLECTOR:

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0% 18.0%
0 < 2
2 - 3
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
0 > 31
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
18 MPH 27
25 #Entries 84
NB/EB 39
SB/WB 45

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 4 0 < 4 0 0.0% 0 0% 0.0% 0 0.0%
4 - 5 4 - 5 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 1 1% 1.2% 1 1.2%
16 - 17 16 - 17 2 2.4% 5 6% 8.3% 8 9.5%
18 - 19 18 - 19 5 6.0% 9 11% 16.7% 22 26.2%
20 - 21 20 - 21 6 7.1% 9 11% 17.9% 37 44.0%
22 - 23 22 - 23 11 13.1% 7 8% 21.4% 55 65.5%
24 - 25 24 - 25 5 6.0% 6 7% 13.1% 66 78.6%
26 - 27 26 - 27 7 8.3% 2 2% 10.7% 75 89.3%
28 - 29 28 - 29 2 2.4% 2 2% 4.8% 79 94.0%
30 - 31 30 - 31 1 1.2% 3 4% 4.8% 83 98.8%
32 - 33 32 - 33 0 0.0% 1 1% 1.2% 84 100.0%
> 33 0 > 33 0 0.0% 0 0% 0.0% 84 100.0%
UNUSUAL CONDITIONS:

53.6%

46.4%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
15 12:50:00 PM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
2:45:00 PM
MPH
ROAD CONDITION:

Residential
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

78.6%

EXISTING SPEED LIMIT
POSTED SPEED:
25 27 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Wednesday, October 22, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Vallejo St
66th St to 53rd St

9.5% 18 MPH Below Pace
Brandon
Cloudy
2 MPH
Fair

PACE SPEED
Above Pace
MPH

10.7%

PRIMA FACIE SPEED LIMIT

79.8%
COLLECTOR:

In Pace 22

MPH MPH

78.6%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 4
4 - 5
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
0 > 33
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
25 NB SB
21 MPH 30
25 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
25 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 6 0 < 6 0 0.0% 0 0% 0.0% 0 0.0%
6 - 7 6 - 7 0 0.0% 0 0% 0.0% 0 0.0%
8 - 9 8 - 9 0 0.0% 0 0% 0.0% 0 0.0%
10 - 11 10 - 11 0 0.0% 0 0% 0.0% 0 0.0%
12 - 13 12 - 13 0 0.0% 0 0% 0.0% 0 0.0%
14 - 15 14 - 15 0 0.0% 1 1% 1.0% 1 1.0%
16 - 17 16 - 17 0 0.0% 0 0% 0.0% 1 1.0%
18 - 19 18 - 19 0 0.0% 7 7% 7.0% 8 8.0%
20 - 21 20 - 21 3 3.0% 13 13% 16.0% 24 24.0%
22 - 23 22 - 23 8 8.0% 7 7% 15.0% 39 39.0%
24 - 25 24 - 25 6 6.0% 10 10% 16.0% 55 55.0%
26 - 27 26 - 27 10 10.0% 6 6% 16.0% 71 71.0%
28 - 29 28 - 29 6 6.0% 2 2% 8.0% 79 79.0%
30 - 31 30 - 31 7 7.0% 4 4% 11.0% 90 90.0%
32 - 33 32 - 33 6 6.0% 0 0% 6.0% 96 96.0%
34 - 35 34 - 35 4 4.0% 0 0% 4.0% 100 100.0%
> 35 0 > 35 0 0.0% 0 0% 0.0% 100 100.0%
Josh
Sunny
2 MPH
Fair

PACE SPEED
Above Pace
MPH

14.0%

PRIMA FACIE SPEED LIMIT

73.0%
COLLECTOR:

Emery St
Park St to Peralta St

13.0% 21 MPH Below Pace 25
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 28, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

DIRECTION OF COLLECTION

55.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 30 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
In Pace

MPH MPH

55.0%
NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
16 10:32:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
11:01:00 AM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

UNUSUAL CONDITIONS:

50.0%

50.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0%
0 < 6
6 - 7
8 - 9
10 - 11
12 - 13
14 - 15
16 - 17
18 - 19
20 - 21
22 - 23
24 - 25
26 - 27
28 - 29
30 - 31
32 - 33
34 - 35
0 > 35
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
30 NB SB
21 MPH 30
30 #Entries 100
NB/EB 50
SB/WB 50

TBD MPH
30 MPH
NB/EB # NB/EB % SB/WB # SB/WB % Total % # %
< 7 0 < 7 0 0.0% 0 0% 0.0% 0 0.0%
7 - 8 7 - 8 0 0.0% 0 0% 0.0% 0 0.0%
9 - 10 9 - 10 0 0.0% 0 0% 0.0% 0 0.0%
11 - 12 11 - 12 0 0.0% 0 0% 0.0% 0 0.0%
13 - 14 13 - 14 0 0.0% 0 0% 0.0% 0 0.0%
15 - 16 15 - 16 0 0.0% 0 0% 0.0% 0 0.0%
17 - 18 17 - 18 3 3.0% 0 0% 3.0% 3 3.0%
19 - 20 19 - 20 1 1.0% 0 0% 1.0% 4 4.0%
21 - 22 21 - 22 9 9.0% 4 4% 13.0% 17 17.0%
23 - 24 23 - 24 7 7.0% 14 14% 21.0% 38 38.0%
25 - 26 25 - 26 14 14.0% 10 10% 24.0% 62 62.0%
27 - 28 27 - 28 6 6.0% 10 10% 16.0% 78 78.0%
29 - 30 29 - 30 6 6.0% 4 4% 10.0% 88 88.0%
31 - 32 31 - 32 3 3.0% 3 3% 6.0% 94 94.0%
33 - 34 33 - 34 0 0.0% 4 4% 4.0% 98 98.0%
35 - 36 35 - 36 1 1.0% 1 1% 2.0% 100 100.0%
> 36 0 > 36 0 0.0% 0 0% 0.0% 100 100.0%
UNUSUAL CONDITIONS:

50.0%

50.0%

IDAX RADAR SAMPLE SPEED SURVEY

CRITICAL SPEED
(85TH PERCENTILE)
10 9:50:00 AM
LOCATION:
50TH

PERCENTILE
15TH

PERCENTILE
10:27:00 AM
MPH
ROAD CONDITION:

Arterial
ROADWAY SURVEYED:

NONE

FREQUENCY CUMULATIVE
RECOMMENDED SPEED LIMIT:

SPEED ZONE LIMITS:

DIRECTION OF COLLECTION

55.0%

EXISTING SPEED LIMIT
POSTED SPEED:
25 30 MPH
DIRECTION OF TRAFFIC:

COMPLYING COMPLYING
# OF LANES:

TO
SURVEY LIMITS:

SURVEY DATE: Tuesday, October 28, 2025
SURVEY START TIME:

SURVEY END TIME:

STREET CLASSIFICATION:

WEATHER:

Adeline St
47th to 36th St

4.0% 22 MPH Below Pace
Josh
Sunny
2 MPH
Poor

PACE SPEED
Above Pace
MPH

12.0%

PRIMA FACIE SPEED LIMIT

84.0%
COLLECTOR:

In Pace 25

MPH MPH

88.0%

0.0% 2.0% 4.0% 6.0% 8.0% 10.0% 12.0% 14.0% 16.0%
0 < 7
7 - 8
9 - 10
11 - 12
13 - 14
15 - 16
17 - 18
19 - 20
21 - 22
23 - 24
25 - 26
27 - 28
29 - 30
31 - 32
33 - 34
35 - 36
0 > 36
Percent of Observations Speed in Miles per Hour
Percent of Total Observations
SB/WB % NB/EB %
Collision Data
67th Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4593369 2/12/2025 15:08 1508 Emeryville BROADSIDE Wednesday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 67TH ST A E 253 HOLLIS ST D4741565 6/4/2025 15:13 1513 Emeryville SIDE SWIPE Wednesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 1321 67TH ST A E 42 HOLLIS ST D Collision Data
66th Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Code Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4549365 12/31/2024 0:01 1 Emeryville D BROADSIDE Tuesday PARKED MOTOR VEHICLE 0 0 OTHER NO UNUSUAL CONDITIONS Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 66TH ST A W 36 VALLEJO ST D2720428 12/6/2022 14:31 1431 Emeryville B SIDE SWIPE Tuesday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 1 66TH ST A 66TH ST 1300 D Collision Data
62nd Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 2877668 5/23/2024 8:35 835 Emeryville REAR END Thursday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 62ND ST A N 0 HOLLIS ST A Collision Data
61st Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 2363560 3/13/2024 14:56 1456 Emeryville VEHICLE/PEDESTRAIN Wednesday PEDESTRIAN 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT CROSSING IN CROSS WALK AT INTERSECTION A 21950(A) FALSE 1 61ST ST A HOLLIS ST A Collision Data
59th Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4589909 2/14/2025 14:00 1400 Emeryville SIDE SWIPE Friday OTHER MOTOR VEHICLE 0 0 CLEAR REDUCED ROADWAY WIDTH DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 59TH ST A E 65 HORTON ST A 4631598 3/18/2025 14:39 1439 Emeryville REAR END Tuesday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 59TH ST A E 200 HOLLIS ST D 4768916 6/23/2025 14:10 1410 Emeryville REAR END Monday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 TRUE 1 59TH ST A HOLLIS ST A2392233 4/29/2024 6:30 630 Emeryville HEAD-ON Monday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 22106 FALSE 1 59TH ST A E 56 HOLLIS ST D2877653 5/4/2024 20:00 2000 Emeryville BROADSIDE Saturday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 21460(A) FALSE 1 59TH ST A W 79 PELADEAU ST D2720496 11/17/2022 16:21 1621 Emeryville BROADSIDE Thursday OTHER MOTOR VEHICLE 2 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22450A 1 59TH ST A BEAUDRY ST A Collision Data
Powell Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4549793 1/14/2025 6:37 637 Emeryville VEHICLE/PEDESTRAIN Tuesday PEDESTRIAN 1 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSCROSSING - NOT IN CROSSWALKA 21956(A) FALSE 1 1900 POWELL STA W 237 FRONTAGE RD D4571072 1/23/2025 17:10 1710 Emeryville VEHICLE/PEDESTRAIN Thursday PEDESTRIAN 1 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN CROSSING IN CROSS WALK AT INTERSECTION A 21950(C) FALSE 1 POWELL ST A W 17 FRONTAGE RD (S) A 4657607 4/5/2025 13:25 1325 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 POWELL ST A W 75 FRONTAGE RD (S) A4660779 3/15/2025 19:38 1938 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 2 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A W 0 FRONTAGE RD (N)A 4698027 4/30/2025 17:22 1722 Emeryville REAR END Wednesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A FRONTAGE RD (N)D4726330 6/3/2025 16:30 1630 Emeryville SIDE SWIPE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 POWELL ST A W 115 CHRISTIE AVE D4724256 5/19/2025 17:19 1719 Emeryville REAR END Monday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A CAPTAIN DR D4768918 6/25/2025 15:12 1512 Emeryville REAR END Wednesday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A W 45 COMMODORE DR D4809746 8/3/2025 20:24 2024 Emeryville BROADSIDE Sunday OTHER MOTOR VEHICLE 2 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 21801(A) FALSE 1 POWELL ST A ACCESS ROAD (W)A4841675 8/25/2025 17:07 1707 Emeryville REAR END Monday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A FRONTAGE RD (N)A2356740 2/24/2024 19:29 1929 Emeryville HEAD-ON Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 21801(A) FALSE POWELL ST A ACCESS ROAD (W)A2393142 5/4/2024 1:30 130 Emeryville SIDE SWIPE Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22107 FALSE POWELL ST A ACCESS ROAD (W)A2877688 6/14/2024 18:44 1844 Emeryville HIT OBJECT Friday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 POWELL ST A W 247 ANCHOR DR D4461039 10/25/2024 16:52 1652 Emeryville OTHER Friday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21453(A) FALSE 1 POWELL ST A FRONTAGE RD (N)A2615935 2/10/2022 13:02 1302 Emeryville HEAD-ON Thursday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 1 POWELL ST A COMMODORE DR A 2720395 11/1/2022 13:19 1319 Emeryville BROADSIDE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 1 POWELL ST A CAPTAIN DR D2720519 9/26/2022 7:00 0700 Emeryville REAR END Monday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 1 POWELL ST A E 36 ADMIRAL DR D2720472 8/20/2022 15:45 1545 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 1 POWELL ST A FRONTAGE RD A Collision Data
Stanford Ave
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 2356751 3/4/2024 6:22 622 Emeryville HEAD-ON Monday OTHER OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 22107 FALSE 1 STANFORD AVEA W 91 DOYLE ST D4472531 11/5/2024 6:03 603 Emeryville HEAD-ON Tuesday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 21804(A) FALSE 1 STANFORD AVEA HOLLIS ST A Collision Data
47th Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4581327 1/30/2025 7:56 756 Emeryville SIDE SWIPE Thursday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 STEVE DAIN DR A W 119 SAN PABLO AVE D Collision Data
45th Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4611484 3/2/2025 7:48 748 Emeryville HIT OBJECT Sunday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 22107 FALSE 1 45TH ST A ADELINE ST (N) A4757541 6/26/2025 12:46 1246 Emeryville REAR END Thursday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 45TH ST A W 10 HOLLIS ST A4822603 8/7/2025 18:00 1800 Emeryville OTHER Thursday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS Counter Report / Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 22517 FALSE 1 45TH ST A W 624 SAN PABLO AVE (S)A4845518 8/6/2025 21:32 2132 Emeryville HIT OBJECT Wednesday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE 1 1075 45TH STREET A SALEM ST D4900290 10/8/2025 8:00 800 Emeryville SIDE SWIPE Wednesday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 1049 45TH ST A E 130 ESSEX ST D2996882 7/12/2024 17:00 1700 Emeryville REAR END Friday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 45TH ST A W 59 ADELINE ST (S) D2877671 5/25/2024 11:41 1141 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 0 0 CLOUDY NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 45TH ST A E 10 HOLLIS ST A4385049 8/21/2024 13:02 1302 Emeryville SIDE SWIPE Wednesday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 45TH ST A E 12 HORTON ST A4479399 11/5/2024 18:01 1801 Emeryville BROADSIDE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 22450(A) TRUE 1 45TH ST A SALEM ST A2720394 11/15/2022 14:15 1415 Emeryville SIDE SWIPE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 1 45TH ST A E 68 SAN PABLO AV D Collision Data
Halleck Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode No Collisions
Collision Data
Shellmound Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4606853 2/16/2025 13:10 1310 Emeryville REAR END Sunday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 SHELLMOUND STA S 15 SHELLMOUND WAYD4657608 4/6/2025 11:00 1100 Emeryville REAR END Sunday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 SHELLMOUND STA N 180 65TH ST D4664825 4/7/2025 20:32 2032 Emeryville REAR END Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE 1 SHELLMOUND STA S 45 SHELLMOUND WAYA4674429 4/21/2025 13:08 1308 Emeryville HIT OBJECT Monday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 6000 BLOCK SHELLMOUND ST A S 50 62ND ST D4682456 4/24/2025 14:58 1458 Emeryville SIDE SWIPE Thursday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22100(B) FALSE 1 SHELLMOUND STA SHELLMOUND WAYA4734946 5/19/2025 20:48 2048 Emeryville REAR END Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 SHELLMOUND STA CHRISTIE AVE A4774948 6/27/2025 18:06 1806 Emeryville SIDE SWIPE Friday PARKED MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 6501 SHELLMOUND ST A N 359 65TH ST D4773235 7/5/2025 9:00 900 Emeryville SIDE SWIPE Saturday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report NO PEDESTRIANS INVOLVED D SHELLMOUND STA S 200 67TH ST D4773230 6/28/2025 12:16 1216 Emeryville SIDE SWIPE Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21461(A) FALSE 1 SHELLMOUND STA CHRISTIE AVE A4801815 7/2/2025 21:00 2100 Emeryville SIDE SWIPE Wednesday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22107 FALSE 1 6401 SHELLMOUND ST A 64TH ST D4801812 5/27/2025 17:00 1700 Emeryville REAR END Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report DAYLIGHT NO PEDESTRIANS INVOLVED D SHELLMOUND STA S 20 65TH ST D4796576 7/31/2025 0:51 51 Emeryville HIT OBJECT Thursday FIXED OBJECT 0 0 CLOUDY NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 23152(A) TRUE 1 SHELLMOUND STA SHELLMOUND WAYA4795782 7/5/2025 16:45 1645 Emeryville SIDE SWIPE Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 SHELLMOUND STA 63RD ST D4862364 9/8/2025 13:27 1327 Emeryville REAR END Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 23152(A) FALSE 1 SHELLMOUND STA 65TH ST A4882966 9/18/2025 21:35 2135 Emeryville OVERTURNED Thursday NON-COLLISION 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 23152(A) FALSE 1 SHELLMOUND STA SHELLMOUND WAYA2356773 3/16/2024 13:53 1353 Emeryville SIDE SWIPE Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21755(A) FALSE 1 SHELLMOUND STA S 10 CHRISTIE AVE A2356738 2/17/2024 20:10 2010 Emeryville OTHER Saturday BICYCLE 1 0 CLOUDY NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 21650(1) FALSE 1 SHELLMOUND STB S 227 CHRISTIE AVE D2356726 1/31/2024 10:45 1045 Emeryville SIDE SWIPE Wednesday OTHER MOTOR VEHICLE 0 0 RAINING NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21650 FALSE 1 SHELLMOUND STB N 28 65TH ST A2392238 5/1/2024 10:05 1005 Emeryville SIDE SWIPE Wednesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 SHELLMOUND STA CHRISTIE AVE A4378584 8/21/2024 21:47 2147 Emeryville SIDE SWIPE Wednesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED D SHELLMOUND STA CHRISTIE AVE A4427087 9/12/2024 9:10 910 Emeryville SIDE SWIPE Thursday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 SHELLMOUND STA S 364 67TH ST D4439575 10/1/2024 21:44 2144 Emeryville HIT OBJECT Tuesday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE SHELLMOUND STA SHELLMOUND WAYA4435807 10/1/2024 7:24 724 Emeryville BROADSIDE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21804(A) FALSE 1 SHELLMOUND STA N 160 SHELLMOUND WAYD4446629 10/16/2024 22:39 2239 Emeryville HIT OBJECT Wednesday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE 6200 BLOCK OF SHELLMOUND ST A S 195 63RD ST A4456127 9/8/2024 12:03 1203 Emeryville SIDE SWIPE Sunday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 SHELLMOUND STA 65TH ST A4464694 10/29/2024 16:50 1650 Emeryville BROADSIDE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 22101(D) FALSE 1 SHELLMOUND STA SHELLMOUND WAYA4491270 11/18/2024 16:11 1611 Emeryville HIT OBJECT Monday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 23152(A) FALSE 1 SHELLMOUND STA S 147 SHELLMOUND WAYD4504140 12/2/2024 13:26 1326 Emeryville BROADSIDE Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21461(A) FALSE 1 SHELLMOUND STA CHRISTIE AVE A2720426 12/18/2022 1:49 0149 Emeryville SIDE SWIPE Sunday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 21801A 1 SHELLMOUND STA 67TH ST D Collision Data
Overland Ave
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode No Collisions
Collision Data
Peladeau Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4464329 10/7/2024 8:18 818 Emeryville BROADSIDE Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 PELADEAU ST A POWELL ST D Collision Data
Hollis Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4580960 1/22/2025 17:35 1735 Emeryville SIDE SWIPE Wednesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DUSK-DAWN NO PEDESTRIANS INVOLVED A 23152(b) FALSE 1 HOLLIS ST A S 31 45TH ST A4664826 4/14/2025 15:53 1553 Emeryville REAR END Monday MOTOR VEHICLE ON OTHER ROADWAY 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 HOLLIS ST A POWELL ST A 4717228 5/6/2025 13:15 1315 Emeryville SIDE SWIPE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR CONSTRUCTION-REPAIR ZONE DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 HOLLIS ST A N 377 53RD ST D 4778583 7/15/2025 18:53 1853 Emeryville REAR END Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 HOLLIS ST A N 73 POWELL ST D2356769 3/14/2024 11:16 1116 Emeryville BROADSIDE Thursday OTHER MOTOR VEHICLE 2 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21800(A) FALSE 1 HOLLIS ST A 65TH ST B2356758 3/3/2024 11:05 1105 Emeryville BROADSIDE Sunday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report / Late-Reported DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 3980 HOLLIS STA S 151 40TH ST D 2356724 1/29/2024 13:53 1353 Emeryville BROADSIDE Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21453(A) FALSE 1 HOLLIS ST A PARK AVE A2877693 7/1/2024 9:59 959 Emeryville REAR END Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 HOLLIS ST A N 0 40TH ST A4385050 8/21/2024 18:20 1820 Emeryville HIT OBJECT Wednesday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21658(A) FALSE 1 3800 BLOCK OF HOLLIS ST A E 200 40TH ST D4394356 8/20/2024 12:47 1247 Emeryville REAR END Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 HOLLIS ST A S 43 STANFORD AVE A4420712 9/18/2024 15:15 1515 Emeryville REAR END Wednesday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 HOLLIS ST A S 48 45TH ST D4430410 9/3/2024 13:23 1323 Emeryville REAR END Tuesday OTHER MOTOR VEHICLE CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A Collision- No Injur FALSE 1 3991 HOLLIS STA HOLLIS ST A Collision Data
Doyle Street (Ocean to 62nd)
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode No Collisions
Collision Data
Doyle Street (61st to 55th)
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4903020 9/6/2025 19:50 1950 Emeryville OTHER Saturday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Private Property DUSK-DAWN NO PEDESTRIANS INVOLVED B Unsafe parking manuver FALSE 1 5514 DOYLE ST A NOT STATED D 2363554 1/3/2024 3:26 326 Emeryville HIT OBJECT Wednesday OTHER OBJECT 0 0 RAINING NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE DOYLE ST B POWELL ST A 4358834 7/19/2024 19:00 1900 Emeryville REAR END Friday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS Counter Report / Late-Reported / Private Property DUSK-DAWN NO PEDESTRIANS INVOLVED B Unsafe parking maneuver FALSE 1 DOYLE ST A N 390 POWELL ST D 4456129 10/24/2024 7:45 745 Emeryville SIDE SWIPE Thursday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21750(a) FALSE 1 DOYLE ST A N 120 55TH ST D Collision Data
Beaudry Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4481272 10/23/2024 15:50 1550 Emeryville BROADSIDE Wednesday BICYCLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22450(A) FALSE 1 BEAUDRY ST A 59TH ST D Collision Data
Vallejo Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 2360475 2/5/2024 9:26 926 Emeryville SIDE SWIPE Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 VALLEJO ST B S 250 59TH ST D2877647 4/28/2024 18:00 1800 Emeryville SIDE SWIPE Sunday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22107 FALSE 1 VALLEJO ST A S 125 66TH ST D Collision Data
Emery Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4691563 5/5/2025 17:44 1744 Emeryville BROADSIDE Monday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21801(A) FALSE 1 EMERY ST A WEST MACARTHUR BLVD A4698028 5/6/2025 17:07 1707 Emeryville HIT OBJECT Tuesday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 EMERY ST A WEST MACARTHUR BLVD A4850631 7/31/2025 18:06 1806 Emeryville SIDE SWIPE Thursday OTHER MOTOR VEHICLE 2 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 EMERY ST A S 356 40TH ST D2877646 3/15/2024 18:32 1832 Emeryville SIDE SWIPE Friday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21804(A) FALSE 1 EMERY ST A N 83 WEST MACARTHUR BLVD D3490944 5/24/2024 19:28 1928 Emeryville HIT OBJECT Friday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22107 FALSE 1 EMERY ST A N 557 W MACARTHUR BLVD D4420295 9/14/2024 14:59 1459 Emeryville BROADSIDE Saturday MOTOR VEHICLE ON OTHER ROADWAY 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21804(A) FALSE 1 EMERY ST A S 370 40TH ST D 4514379 11/30/2024 11:28 1128 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22106 FALSE 1 EMERY ST A N 315 W MACARTHUR BLVD A 4514377 11/18/2024 14:51 1451 Emeryville BROADSIDE Monday OTHER MOTOR VEHICLE 1 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 EMERY ST A N 316 W MACARTHUR BLVD A2490976 1/18/2023 15:40 1540 Emeryville VEHICLE/PEDESTRAIN Wednesday PEDESTRIAN 1 0 CLEAR NO UNUSUAL CONDITIONS - NO UNUSUAL CONDITIONS DAYLIGHT CROSSING - NOT IN CROSSWALKA 22107 1 EMERY ST A S 361 40TH ST D Collision Data
Adeline Street
Collision Id Crash Date Time Crash Time Descripon City Name Collision Type Description Day Of Week MotorVehicleInvolvedWithDesc NumberInjured NumberKilled Weather 1 Road Condition 1 Special Condition LightingDescription PedestrianActionDesc Primary Collision Factor Code Primary Collision Factor Violation PrimaryCollisionFactorIsCited PrimaryCollisionPartyNumber PrimaryRoad RoadwaySurfaceCode SecondaryDirection SecondaryDistance SecondaryRoad TrafficControlDeviceCode 4671028 4/12/2025 13:50 1350 Emeryville REAR END Saturday OTHER MOTOR VEHICLE 3 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 ADELINE ST A 0 SAN PABLO AVE A4698018 4/20/2025 2:10 210 Emeryville REAR END Sunday PARKED MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 23152(a) TRUE 1 3900 ADELINE ST. A N 109 39TH ST. D 4773228 6/13/2025 16:15 1615 Emeryville SIDE SWIPE Friday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 ADELINE ST A N 40 43RD ST D2383219 4/9/2024 14:42 1442 Emeryville SIDE SWIPE Tuesday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 21755(A) FALSE 1 ADELINE ST A 40TH ST A2877652 5/10/2024 10:25 1025 Emeryville REAR END Friday OTHER MOTOR VEHICLE 0 0 CLEAR NO UNUSUAL CONDITIONS DAYLIGHT NO PEDESTRIANS INVOLVED A 22350 FALSE 1 ADELINE ST A 41ST ST A4491269 10/27/2024 18:52 1852 Emeryville HIT OBJECT Sunday FIXED OBJECT 0 0 CLEAR NO UNUSUAL CONDITIONS DARK-STREET LIGHTSNO PEDESTRIANS INVOLVED A 22350 FALSE 1 ADELINE ST A S 100 SAN PABLO AVE A Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | Appendix C
APPENDIX C – SUMMARY OF RECOMMENDATIONS & ONE

PAGE SUMMARY SHEETS
City of Emeryville
2026 Engineering and Traffic Survey
Recommended Speed Limit Analysis
# Street Survey Limits Caltrans Roadway System Functional Classification City of Emeryville General Plan Classification Length of Roadway Segment (mi) Existing Speed Limit 85th Percentile Speed ADT Year Data Collection Total Collisions (November 1, 2022 - October 31, 2025) Speeding Related Pedestrian/Bicycle Related MVM Crash Rate Statewide Collision Rate (2023) Crash Rate lower than Statewide Average? Speed Reduction based on E&TS Eligible for 5-mph Speed Reduction Recommended Speed Limit City Feedback Analysis Comment 1 67th St Shellmound St to Emeryville Greenway Local Street Local Street 0.34 25 26 2,903 2025 2 1 0 1.08 1.85 1.27 No 20 No 20 - Though there are some employment centers, they do not appear to be high ped/bike generators. The Emeryville Greenway Trail Crossing which is a high ped/bike generator is not within 1320ft of another. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9. 2 66th St Cul De Sac to Emeryville Greenway Local Street Local Street 0.29 25 25 1,308 2025 2 0 0 0.42 4.82 1.27 No 20 No 20 - While 66th St provides access to the Emeryville Trail Crossing, it is the only high Ped/Bikegenerator along this corridor. Hence, it does not qualify for additional speed reduction.

3.1 62nd St Overland Av to Hollis St Local Street Local Street 0.14 25 23 653 2025 0 0 0 0.10 0.00 1.27 Yes 20 No 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City.

3.2 62nd St Hollis St to Vallejo St Local Street Local Street 0.19 25 23 653 2025 0 0 0 0.14 0.00 1.27 Yes 20 Yes 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City. Additionally, this section of the corridor fronts the Doyle Hollis Park which covers the entire segment from Hollis St to Doyle St and is a ped/bike generator. Additionally, this segment has a school crossing at Doyle St, Hence, it is eligible for the additional 5-mph speed reduction. 4 61st St Hollis St to Vallejo St Local Street Local Street 0.20 25 24 695 2025 1 0 1 0.15 6.57 1.27 No 20 Yes 15 - High ped/bike generators within 1320 ft throughout the corridor.Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 5 59th St Horton St to Vallejo St Local Street
Transit Street from Horton Street to Hollis
Street;
Bike Boulevard from Horton Street to Doyle
Street;
Local Street from Doyle Street to Vallejo
Street

0.29 25 26 558 2025 6 2 1 0.18 33.86 1.27 No 20 Yes 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City. Additionally, 59th Street meets Business Activity District Requirements and High Ped/Bike Generators within 1320 ft throughout the corridor. This corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 6 Powell St Emery Cove Yacht Harbor to I-80 Frontage Rd Local Street Transit Street; Class II & Class III Bike Lanes 0.89 30 34 3,639 2023 18 8 3 3.55 5.08 1.27 No 30 Yes 25 - There are several high pedestrian and bicycle activity generators located within 1,320 feet along the corridor, including the trail, yacht harbor, and children's park, making this area a popular recreational destination. As such, the corridor qualifies for a 5-mph speed limit reduction under California Vehicle Code (CVC) Section 22358.7.

7.1 Stanford Av Horton St to Doyle St Local Street
Transit Street from Horton Street to Hollis
Street;
Bike Boulevard from Horton Street to Doyle
Street;

0.22 25 26 1,208 2025 1 0 1 0.29 3.44 1.27 No 20 Yes 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City. Additionally, Stanford Av provides access to Emeryville Greenway, fronts Stanford Park, and classified in part as a bike boulevard. It also has High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

7.2 Stanford Av Doyle St to Vallejo St Local Street Local Street from Doyle Street to Vallejo Street 0.10 25 26 762 2025 1 0 0 0.08 11.98 1.27 No 20 Yes 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City. Additionally, Stanford Av in this section is a one-way street and provides access to Emeryville Greenway, fronts Stanford Park, and classified in part as a bike boulevard. High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 8 47th St/Steve Dain Dr Doyle St to Adeline St Local Street Local Street 0.47 25 26 655 2025 1 0 0 0.34 2.97 1.27 No 20 Yes 15 - High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 47th St, east of San Pablo Ave, includes school crossings. 9 45th St Horton St to Adeline St Local Street Bike Boulevard 0.68 25 28 1,768 2025 10 3 1 1.32 7.60 1.27 No 25 No 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City. 10 Halleck St Sherwin Ave to Beach St Major Collector
Connector Street from Park Avenue to Beach
Street;
Local Street from Sherwin Avenue to Park
Avenue;
Class II & III Bike Lanes

0.16 25 24 1,944 2025 0 0 0 0.34 0.00 1.27 Yes 20 No 20 - There are no additional ped/bike generators along this corridor except for the Huchiun Park at Halleck St & Sherwin Av, and there are no potential ped/bike generators south of this location, it is not eligible for the additional 5-mph speed reduction. 11 Shellmound St 67th St to Christie Avenue Local Street Transit Street, Class II & III Bike Lanes 0.79 25 23 4,530 2025 29 7 1 3.92 7.40 1.27 No 20 Yes 20 20 This section of the corridor is eligible for 5-mph speed reduction per CVC Section 22358.7 due to high ped/bike generators.However, majority of vehicles cluster around 20mph based on the speed survey conducted. Hence the additional reduction through AB43 is not applied. 12 Overland Av 65th St to 62nd St Local Street Bike Boulevard 0.27 25 26 768 2025 0 0 0 0.23 0.00 1.27 Yes 20 No 15 15 Based on City direction and applicable CVC sections, 15-mph speed limit is proposed along all bike boulevards in the City.13 Peladeau St 59th St to Stanford Av Local Street Local Street 0.12 25 24 1,867 2025 1 0 0 0.25 4.08 1.27 No 20 Yes 20 20 Peladeau St & Stanford Av provides access to Emeryville Greenway and there are several employment centers including a research institute north of Powell St. High Ped/Bike Generators within 1320 ft throughout the corridor.Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. However, majority of vehicles cluster around low to mid-20mph speeds, hence the additional speed reduction through AB43 is not applied. 14 Hollis St Powell St to Yerba Buena Av Minor Arterial Transit Street 0.78 25 28 3,995 2022 13 6 0 3.41 3.81 0.97 No 25 Yes 20 - High ped/bike generators south of 45th St. Hence, this stection of the corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

15.1 Doyle St Ocean Av to 62nd St Local Street Bike Boulevard 0.17 25 18 333 2025 0 0 0 0.06 0.00 1.27 Yes 15 Yes 15 - High ped/bike generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

15.2 Doyle St 61st St to 55th St Local Street Bike Boulevard 0.38 25 20 1,353 2025 4 1 0 0.56 7.11 1.27 No 15 Yes 15 - High ped/bike generators within 1320 ft throughout the corridor.Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 16 Beaudry St 59th St to 55th St Local Street Local Street 0.28 25 25 352 2025 1 0 1 0.11 9.27 1.27 No 20 Yes 20 20 While there are no additional ped/bike generators along this corridor except for the Stanford Av Park at Beaudry St & Stanford Av, since this is a short segment and has a school crossing at Powell St, it is eligible for the additional 5-mph speed reduction. However, majority of vehicles cluster around 18-20mph based on the speed survey conducted. Hence the additional reduction through AB43 is not applied. 17 Vallejo St 66th St to 55th St Local Street Local Street 0.76 25 27 513 2025 2 1 0 0.43 4.68 1.27 No 20 No 20 - This corridor is mainly a residential corridor with no prominent bike/ped generators, and hence does not qualify for the 5-mph additional speed reduction. 18 Emery St Park St to Peralta St Local Street Connector Street; Class II & III Bike Lanes 0.26 25 30 5,612 2025 9 2 1 1.60 5.63 1.27 No 25 No 25 - Though there are several retail businesses, they do not appear to be high ped/bike generators, and the entrances are not street facing. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9.19 Adeline St 47th St to 36th St Minor Arterial Connector Street 0.67 30 30 5,693 2025 6 4 0 4.18 1.44 1.27 No 25 Yes 20 - This corridor has a high school at 41st St, a senior housing apartment complex fronting San Pablo between 39th St and Yerba Buena Av, an Elementary school at 42nd St, and Linden Park adjacent to it. It also has retail and entertainment centers - Martial Arts School, north of 43rd St. High Ped/Bike Generators within 1320 ft. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

Recommended Speed Limit Analysis
City of Emeryville
2025 Engineering and Traffic Survey
AB43 Additional 5-mph Speed Reduction Eligibility Analysis Land Use Transit Factors Presence of Ped/Bike Infrastructure Existing
Presence of Ped/Bike Infrastructure
Proposed Per ATP
No less than 50 percent of
the contiguous property
fronting the highway
consists of retail or dining
commercial uses, including
outdoor dining, that open
directly onto sidewalks
adjacent to the highway.

Parking, including parallel,
diagonal, or perpendicular
spaces located alongside the
highway.

Traffic control signals or
stop signs regulating traffic
flow on the highway, located
at intervals of no more than
600 feet.

Marked crosswalks not
controlled by a traffic
control device.

In Business Activity District
(meets three or more
requirements)?
Employment Centers Discontinuous Sidewalks Class IIIB Bike Lanes Multi-use Trail - Crosswalks
Access to Emeryville
Greenway Sidewalks
Commercial Centers - Crosswalks (Emeryville Greenway Trail Crossing)
Commercial and
Employment Center Sidewalks
Class III Bike Lanes
Fronts Doyle Park Sidewalks
Commerical and
Employement Center Crosswalks (School)
Residential Class III Bike Lanes
Sidewalks
Park, Recreational Centers - Crosswalks
Class IIIB Bike Lanes from Doyle St to
Vallejo St
College Sidewalks
Access to Emeryville
Greenway Crosswalks 15
Employment Centers Class II and Class III Bike Lanes
Employment Centers Sidewalks
Presence of Retail Crosswalks
Multi-use Trail, Children's
Park
Class IIIB Bike Lanes from 3306 Powell St
to Anchor Dr
Recreational Destinations Class II Bike Lanes from Anchor Dr to I-80 Frontage Rd
Horton Landing Park Access Sidewalks
Stanford Av Horton St to Vallejo St Employment Centers - Crosswalks No Yes Yes Yes Yes 25 20 20 Parks and Recreational Areas Class II and III Bike Lanes, Bike Boulevard Employment Centers Sidewalks
Stanford Av Horton St to Vallejo St Parks and Recreational Areas - Crosswalks No Yes Yes Yes Yes 25 20 Yes Class II and III Bike Lanes, Bike Boulevard
Recreational Centers Sidewalks
Religious Facility Crosswalks
School - International Lower
& Middle School
Class II Bike Lanes from San Pablo Ave to
Adeline St
Employment Centers Sidewalks
Crosswalks
Class IIIB Bike Lanes
Huchiun Park Sidewalks
Commercial and
Employment Centers Crosswalks Class III Bike Route
Presence of Retail Sidewalks
Recreational Destinations Crosswalks
Health/Medical Facilities Class II Bike Lanes
Horton St to San Pablo Ave
47th St/ Steve Dain Dr Doyle St to Adeline St
Halleck St Sherwin Ave to Beach St
AC Transit - Bus Stops Class IV Bike Lanes
Doyle Hollis Park is a High Ped/Bike Generators that is located within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 4 61st St Hollis St to Vallejo St - No Yes Yes No No 25 20 Yes 15 High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

3.2 62nd St Hollis St to Vallejo St - Yes
- - 20 No 20
No No 25 20 Yes 15
-
- No
- 20
- 25 No
20 -
- No
-
15 No Yes
Yes No Yes
No
Yes 25
No 25
High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.
15 High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

Yes
30 25 Yes
Yes There are high ped/bike generators along this stretch. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

No 20 Though there are some employment centers, they do not appear to be high ped/bike generators. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9.

While 66th St provides access to the Emeryville Trail Crossing, it is the only high Ped/Bikegenerator along this corridor. Hence, it does not qualify for additional speed reduction. No 20 Yes High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

Though there are some employment centers, they do not appear to be high ped/bike generators, and most entrances are not street facing. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9.
25 High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

High Ped/Bike Generators within 1320 ft throughout the corridor. The trail, yacht harbor, and childrens park make this corridor a recreational attraction. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.
25 15
25 20
66th St Yes No No 25 20 Cul De Sac to Emeryville
Greenway No Yes
- No Yes No No
No
25 5 -
No Yes No
Yes
No
-
67th St Shellmound St to Emeryville
Greenway No Yes No No No

7.1 1
59th St Horton St to Vallejo St - No Yes Yes Yes
Shellmound St 63rd St to Christie Ave 25
No Yes
45th St
Though there are some employment centers, they do not appear to be high ped/bike generators. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9. 62nd St Overland Av to Hollis St No Yes No No No 25 No Yes No No Class IIIB Bike Lanes from Doyle St to San Pablo Ave -
There are no additional ped/bike generators along this corridor except for the Huchiun Park at Halleck St & Sherwin Av, and there are no potential ped/bike generators south of this location, it is not eligible for the additional 5-mph speed reduction.

Yes No No 25 20 No
20 20
Speed Reduction
based on E&TS
(mph)
Qualification for 5-
mph Speed Reduction
Per AB43
Speed Limit After
AB43 5-mph Speed
Reduction
Street Segment Limits Comments
CVC Section 22358.7(a)(2) - High Bicycle/Pedestrian Concentration CVC Section 22358.9 - Business Activity District Requirements Existing Speed Limit
(mph) #
2 3.1
10 6
11 8
9 7.2
Powell St Emeryville Marina Park to I80 Frontage Rd
City of Emeryville
2025 Engineering and Traffic Survey
AB43 Additional 5-mph Speed Reduction Eligibility Analysis Land Use Transit Factors Presence of Ped/Bike Infrastructure Existing
Presence of Ped/Bike Infrastructure
Proposed Per ATP
No less than 50 percent of
the contiguous property
fronting the highway
consists of retail or dining
commercial uses, including
outdoor dining, that open
directly onto sidewalks
adjacent to the highway.

Parking, including parallel,
diagonal, or perpendicular
spaces located alongside the
highway.

Traffic control signals or
stop signs regulating traffic
flow on the highway, located
at intervals of no more than
600 feet.

Marked crosswalks not
controlled by a traffic
control device.

In Business Activity District
(meets three or more
requirements)?
Speed Reduction
based on E&TS
(mph)
Qualification for 5-
mph Speed Reduction
Per AB43
Speed Limit After
AB43 5-mph Speed
Reduction
Street Segment Limits Comments
CVC Section 22358.7(a)(2) - High Bicycle/Pedestrian Concentration CVC Section 22358.9 - Business Activity District Requirements Existing Speed Limit
(mph) #
Employment Centers Sidewalks
Crosswalks
Class IIIB Bike Lanes
Employment Centers Sidewalks
Research Institute Crosswalks
Access to Emeryville
Greenway
Employment Centers Sidewalks
Presence of Retail Crosswalks
Muilt-use Trail, Parks Class II Bike Lanes from 40th St to Yerba Buena Ave
Employment Centers Sidewalks
Residential Crosswalks
Park Class IV Bike Lanes from 64th St to 62nd
St
Class IIIB Bike Lanes from 61st St to
Stanford Ave
Employment Centers Sidewalks
Presence of Retail Crosswalks
Medical Center Class IIIB Bike Lanes from 61st St to
Stanford Ave
Schools Special Education
and Massage School
Park
Stanford Av Park Sidewalks
Crosswalks 15
Light Commercial Sidewalks
Residential Crosswalks
Presence of Retail Sidewalks
Veterinarian Hospital Crosswalks
Class IIIB Bike Lanes from Park St to 40th
St
Class II Bike Lanes 40th St to Peralta St
High School Sidewalks
Presence of Retail - Crosswalks Class IV Bike Lanes 20
Class II Bike Lanes from 36th St to 47th St
- - 15
20 Yes
No Yes
-
-
Emeryground - Bus Stop -
- - 20
25 No 25
- 25 Yes
15 Yes 15
20 20 No
No Yes
No Yes No No
No Yes
No Yes No 25
No 25
This corridor is mainly a residential corridor with no prominent bike/ped generators, and hence does not qualify for the 5-mph additional speed reduction.

No 25
No 25
High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

Yes High Ped/Bike Generators within 1320 ft throughout the corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

No
20 Yes
25 Yes
This corridor has a high school at 41st St, a senior housing apartment complex fronting San Pablo between 39th St and Yerba Buena Av, an Elementary school at 42nd St, and Linden Park adjacent to it. It also has retail and entertainment centers - Martial Arts School, north of 43rd St. High Ped/Bike Generators within 1320 ft. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7. 20 No
Though there are some employment centers, they do not appear to be high ped/bike generators, and most entrances are not street facing. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9.
20 While there are no additional ped/bike generators along this corridor except for the Stanford Av Park at Beaudry St & Stanford Av, since this is a short segment and has a school crossing at Powell St, it is eligible for the additional 5- mph speed reduction.

Though there are several retail businesses, they do not appear to be high ped/bike generators, and the entrances are not street facing. This corridor does not qualify for speed reductions under CVC Sections 22358.7 & 22358.9. 15 Vallejo St 66th St to 55rd St No Yes
Emery St Park St to Peralta St No Yes No Yes
No Yes No
- -
-
19 Yes No Yes No 30
Doyle St Occean Ave to 62nd St
AC Transit - Bus Stops
Adeline St 47th St to 36th St No

15.2 Doyle St 61st St to 55th St - Class IIIB Bike Lanes from Stanford Ave to 55th St
Peladeau St 59th St to Stanford Av No Yes No Yes No 25
Overland Av 65th St to 62nd St No Yes
No 25
No No There are high ped/bike generators along this corridor. Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.
15 No No
Peladeau St & Stanford Av provides access to Emeryville Greenway and there are several employment centers including a research institute north of Powell St. High Ped/Bike Generators within 1320 ft throughout the corridor.Hence, this corridor is eligible for 5-mph speed reduction per CVC Section 22358.7.

No Yes
25 25
Beaudry St 59th St to 55th St
17 18
13 16

15.1 14
12 Hollis St 45th St to Yerba Buena Ave

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________ ^W

d
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________
___________________ _____________
___________________ _____________
___________________ _____________
3 ____________
____________
____________
_______________
__________________________________________________________ __________________________________________________________ 85th WĞƌĐĞŶƟůĞ ^ƉĞĞĚ
ϭϬ ŵƉŚ WĂĐĞ ^ƉĞĞĚ
WĞƌĐĞŶƚĂŐĞ ŽĨ sĞŚŝĐůĞƐ ŝŶ WĂĐĞ
EƵŵďĞƌ ŽĨ^ƵƌǀĞLJ ^ĂŵƉůĞƐ

COLLISION HISTORY
EƵŵďĞƌŽĨ zĞĂƌƐ ^ƚƵĚŝĞĚ
dŽƚĂůŽůůŝƐŝŽŶƐ
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ

TRAFFIC FACTORS
ǀĞƌĂŐĞ ĂŝůLJ dƌĂĸĐ
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
67th Street Tuesday, October 21, 2025
Shellmound Street Emeryville Greenway
w/o Emeryville Greenway 25 MPH
11:30 AM - 12:30 PM
26 MPH
23 MPH
18-27 MPH
100

82.0%
20 MPH
CVC Sec. 22358.6(b)
5 MPH
2 1.85

1.27 2,903 vpd
Traffic Signal at Shellmound St, Hollis St
RRFB at Emeryville Greenway Trail Crossing
1,822 ft (0.34 mi)
48 ft
2 Local Street
No
No
No
No
Yes
Yes
Yes
No
No
Good
Fair
Industrial
The Engineering and Traffic Survey for 67th Street found an 85th percentile speed of 26 mph, allowing downward rounding under CVC 22358.6(b). Although the corridor includes a Greenway Trail crossing, it does not meet criteria for additional pedestrian/bicycle-related reductions or for a business activity district. With a 10-mph pace of 18–27 mph (82% of vehicles), the analysis supports reducing the existing 25-mph limit. The recommended speed limit for 67th Street is 20 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
66th Street Tuesday, October 21, 2025
Cul De Sac Emeryville Greenway
w/o Emeryville Greenway 25 MPH
9:15 AM - 11:15 AM
25 MPH
20 MPH
16-25 MPH
100

76.0%
20 MPH
CVC Sec. 22358.6(b)
5 MPH
2 4.82

1.27 1,308 vpd
TWSC at Hollis St
RRFB at Emeryville Greenway Crossing
1,541 mi (0.29 mi)
46 ft
2 Local Street
No
No
No
No
Yes
Yes
Yes
No
No
Sight distance issues in the eastbound direction at Hollis St Good
Industrial
The Engineering and Traffic Survey for 66th Street recorded an 85th percentile speed of 25 mph, allowing a downward adjustment under CVC 22358.6(b). Although the corridor provides access to the Emeryville Trail Crossing, it does not meet criteria for additional pedestrian/bicycle-related reductions or business activity district designation. With a 10-mph pace of 16–25 mph (76% of vehicles), the analysis supports reducing the existing 25-mph limit. The recommended speed limit for 66th Street is 20 mph, which will also improve safety near Hollis Street where sight distance is limited.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
62nd Street Tuesday, October 21, 2025
Overland Avenue Vallejo Street
btwn Doyle St & Vallejo St 25 MPH
2:30 PM - 4:30 PM
23 MPH
20 MPH
16-25 MPH
77 85.7%
15 MPH
CVC Sec. 22358.6(c)
10 MPH
and 22358.7(b)(2)
0 0

1.27 653 vpd
Traffic Signal at Hollis St
OWSC at Horton St; TWSC at Doyle St, and Vallejo St
1744 ft (0.33 mi)
34 ft
2 Local Street
No
Yes, Class IIIB Bicycle Boulevard btwn Overland Av and Doyle St No
No
Yes
Yes
Yes
No
No
Sight distance issues in the westbound direction at Vallejo St Good
Single Family Residential, Multi-Story Residential, Park, Commercial The Engineering and Traffic Survey for 62nd Street recorded an 85th percentile speed of 23 mph, allowing a downward adjustment under CVC 22358.6(c). Because conditions vary along the corridor, it is divided into two segments with different recommended speed limits. Between Overland Avenue and Hollis Street, the corridor features commercial and industrial uses with low pedestrian/bicycle activity, resulting in a recommended speed limit of 15 mph. East of Hollis Street, the segment fronts Doyle Hollis Park and includes a marked school crossing, qualifying it for an additional 5-mph reduction under CVC 22358.7(b)(2). This results in a recommended speed limit of 15 mph. Reduced speeds will also improve safety near Vallejo Street, where limited sight distance requires drivers to inch forward to see approaching traffic.

Recommended Speed Limit:

Overland Avenue to Hollis Street - 15 mph.

Hollis Street to Vallejo Street - 15 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
61st Street Thursday, October 23, 2025
Hollis Street Vallejo Street
btwn Hollis St & Doyle St 25 MPH
12:45 PM - 2:45 PM
24 MPH
21 MPH
15-24 MPH
53 83.0%
15 MPH
CVC Sec. 22358.6(c)
10 MPH
and 22358.7(b)(2)
1 6.57

1.27 695 vpd
AWSC at Doyle St, and Vallejo St
OWSC at Hollis St
1,035 ft (0.20 mi)
35-40 ft
2 Local Street
No
Yes, Class IIIB Bike Blvd btwn Doyle St and Vallejo St
No
No
Yes
Yes
Yes
No
No
Good
Good
Park, Commercial, Low-Density Residential
The Engineering and Traffic Survey for 61st Street recorded an 85th percentile speed of 24 mph, allowing a downward adjustment under CVC 22358.6(c). The corridor also qualifies for an additional 5-mph reduction under CVC Section 22358.7(b)(2) due to high pedestrian and bicycle activity generated by Doyle Hollis Park, the YMCA, and nearby Golden Gate Playground and Recreation Center. The 10-mph pace ranges from 15-24 mph, with 83% of vehicles in this range. Based on these factors and applicable CVC provisions, the recommended speed limit for 61st Street is 15 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
59th Street Wednesday, October 22, 2025
Horton Street Vallejo Street
btwn Hollis St & Doyle St 25 MPH
9:30 AM - 11:30 AM
26 MPH
22 MPH
18-27 MPH
100

90.0%
15 MPH
CVC Sec. 22358.6(b)
10 MPH
and 22358.7(b)(2)
6 33.86

1.27 558 vpd
Traffic Signal at Hollis St
TWSC at Beaudry St; AWSC at Horton St, Peladeau St, Doyle St, and Vallejo St 1,525 ft (0.29 mi)
42 ft
2 Transit Street (Horton- Hollis); Bike Boulevard (Horton-Doyle); Local Street (Doyle-Vallejo) No
Yes, Bike Boulevard from Horton St to Doyle St
Yes, Class II and IIB Bike Lanes from Horton to Hollis; Class IIIB Bike Blvd from Hollis to Doyle Yes, at Emeryville Greenway Trail Crossing, w/o Doyle St, and Beaudry St Yes
Yes
Yes
No
No
Good
Good
Commercial, Low-Density Residential, Multi-Story Commercial The Engineering and Traffic Survey for 59th Street recorded an 85th percentile speed of 26 mph, which allows a downward adjustment to a base speed of 20 mph under CVC 22358.6(b). The corridor includes multiple pedestrian and bicycle activity generators, such as employment centers, a college campus, and Greenway access, qualifying it for an additional 5-mph reduction under CVC Section 22358.7(b)(2). 59th Street also meets the criteria for a business activity district under CVC Section 22358.9.

Therefore, the recommended speed limit for 59th Street is 15 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Powell Street Tuesday, October 21, 2025
Emery Cove Yacht Harbor I-80 Frontage Road
btwn Captain Dr & Access Rd 30 mph
11:20 AM - 11:45 AM
34 MPH
28 MPH
23-32 MPH
100

70.0%
25 mph
CVC Sec. 22358.6(c)
5 mph
and 22358.7(b)(2)
18 5.08

1.27 3,639 vpd
Traffic Signals at Frontage Rd, and Access Rd
OWSC at Captain Dr, Admiral Dr, and Anchor Dr; AWSC at Commodore Drive 4,585 ft (0.89 mi)
26-68 ft
2-4
Transit Street
Yes, from Frontage Rd to Davenport Park; No median w/o park No
Yes, Class II bike lanes from Frontage Rd to Davenport Park; Class III bike lanes w/o park Yes, at Anchor Dr, Admiral Dr, and Captain Dr
Yes
Yes
Yes
No
Yes, btwn Captain Dr and Access Rd
Good
Fair
Recreational, Retail, Multistory Residential, Commercial The Engineering and Traffic Survey for Powell Street recorded an 85th percentile speed of 34 mph, allowing a downward adjustment under CVC 22358.6(c). The corridor also qualifies for an additional 5-mph reduction due to high pedestrian and bicycle activity generated by the marina, parks, trail, employment, recreation, and retail uses.

The 10-mph pace ranges from 23-32 mph, with 70% of vehicles in this range, supporting a recommended speed limit of 25 mph. This recommendation applies to the eastern segment (Captain Drive to Frontage Road), reducing the current 30-mph limit, while the western 25-mph section remains unchanged.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Stanford Avenue Wednesday, October 29, 2025
Horton Street Vallejo Street
btwn Hollis St & Doyle St 25 MPH
12:40 PM - 3:15 PM
26 MPH
21 MPH
17-26 MPH
100

80.0%
15 MPH
CVC Sec. 22358.6(b)
10 MPH
and 22358.7(b)(2)
2 4.88

1.27 1,208 vpd
Traffic Signal at Hollis St; AWSC at Horton St, Doyle St, Beaudry St, Vallejo St TWSC at Peladeau St
1664 ft (0.31 mi)
20-50 ft
1-3
Transit St (Horton St-Hollis St); Bike Blvd (Horton St-Doyle St); Local St (Doyle St-Vallejo St) Yes, btwn Peladeau St and Hollis St, no divided median for the rest of the corridor Yes
Yes, Class II Bike Lanes (Horton St-Hollis St), Class IIIB Bike Blvd (Hollis St-Doyle St) Yes, at Peladeau St
Yes
Yes
Yes
No
Yes, btwn Peladeau St and Hollis St
Good
Good
Commercial, Recreational, Low-Density Residential, Multi-Story Residential Stanford Avenue is divided into two segments at Doyle Street due to major differences in roadway infrastructure, operations, and pedestrian/bicycle activity. The Engineering and Traffic Survey recorded an 85th percentile speed of 26 mph, allowing a downward adjustment under CVC 22358.6(b). Horton Street to Doyle Street is a two-way segment, which meets CVC 22358.9 business activity district criteria and qualifies for an additional reduction under CVC 22358.7(b)(2). East of Doyle Street, the narrow one-way segment fronts Stanford Avenue Park and meets CVC 22358.7(b)(2) criteria, with field observations confirming naturally lower speeds. Therefore, a 15 mph speed limit is recommended for the Doyle Street-Vallejo Street segment to reflect its constrained environment and higher pedestrian/bicycle activity.

Recommended Speed Limits:

Horton Street to Doyle Street - 15 mph.

Doyle Street to Vallejo Street - 15 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
47th Street Thursday, November 6, 2025
Doyle Street Adeline Street
btwn Salem St & Adeline St 15-25 MPH
11:30 AM - 1:30 PM
26 MPH
22 MPH
17-26 MPH
100

84.0%
15 MPH
CVC Sec. 22358.6(b)
Sec. 22358.7(b)(2)
10 MPH
and
1 2.97

1.27 655 vpd
Traffic Signal at San Pablo Av; AWSC at Adeline St; TWSC at Salem St 2490 ft (0.47 mi)
48 ft
2 Local Street
Yes, btwn San Pablo Av and Salem St
Yes, Bike Blvd btwn San Pablo Av and Salem St
Yes, Bike Blvd btwn San Pablo Av and Salem St, Class II Bike Lanes (Salem St-Adeline St) Yes, on Steve Dain Dr, and btwn San Pablo Av and Salem St Yes
Yes
Yes
No
No
Good
Good
Low-Density Residential, School, Recreational
The divider at Salem Street blocks vehicle through-traffic on 47th Street/Steve Dain Drive, creating two segments with posted limits of 15 mph to the west and 25 mph to the east. An Engineering and Traffic Survey between Salem Street and Adeline Street recorded an 85th percentile speed of 26 mph, allowing downward rounding under CVC 22358.6(b). With multiple pedestrian and bicycle generators, including Temescal Creek Playground, schools, and recreation facilities, the corridor qualifies for an additional reduction under CVC 22358.7(b)(2). Based on speed data and corridor context, the recommended speed limit is 15 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
45th Street Thursday, October 30, 2025
Horton Street Adeline Street
btwn Doyle St & San Pablo Av 25 MPH
9:00 AM - 10:40 AM
28 MPH
24 MPH
20-29 MPH
100

79.0%
15 MPH
CVC Sec. 22358.6(c)
for Setting Speed
10 MPH
Caltrans Manual
Limits, Section 2.12
10 7.60

1.27 1,768 vpd
Traffic Signal at Hollis St, and San Pablo Av; AWSC at Horton St, Doyle St, Salem St, Essex St TWSC at Doyle St; OWSC at Holden St, and Adeline St
3584 ft (0.68 mi)
28-46 ft
2 Bike Boulevard
No
Yes, Bike Blvd from Horton St to Adeline St
No, Class IIIB Bike Blvd from Horton St to Adeline St
Yes, mid-block crosswalk btwn Holden St and Hollis St
Yes
Yes
Yes
No
No
Good
Good
Low-Density Residential, Commercial, Low-Density Industrial, School 45th Street is classified as a local street in the Caltrans Roadway System (CRS) - Functional Classification map, allowing the City to set speed limits without an Engineering & Traffic Survey based on Caltrans Manual for Setting Speed Limits, Section 2.12. The corridor serves as a bike boulevard with several pedestrian and bicycle generators, but these are spaced more than 1,320 feet apart and do not qualify for reductions under CVC §22358.7(b)(2) or business activity district criteria under CVC §22358.9. A speed survey recorded an 85th percentile speed of 28 mph, supporting a 25 mph limit under CVC §22358.6(c). Despite ineligibility for statutory reductions through the CVC, a 15 mph speed limit is recommended using the Caltrans guidance to reflect the bike-boulevard context and improve safety for multimodal users.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Halleck Street Monday, November 3, 2025
Sherwin Avenue Beach Street
btwn Park Av & Beach St 25 MPH
2:00 PM - 4:00 PM
24 MPH
20 MPH
15-24 MPH
100

78.0%
20 MPH
CVC Sec. 22358.6(c)
5 MPH
0 0

1.27 1,944 vpd
AWSC at Sherwin Av; TWSC at Park Av
863 ft (0.16 mi)
30-40 ft
2 Local Street from Sherwin Av to Park Av; Connector Street from Park Av to Beach St No
Yes, Class II and II Bike Lanes
No, Class IIIB bike sharrow markings at Halleck St/Sherwin Av.

Yes, across Park Av at Halleck St/Park Av
Yes
Yes
Yes
No
No
Sight Distance issues at northbound and southbound Halleck St at Park Av Good, north of Park Av; Poor, south of Park Av
Light Industrial, Commercial, Park
The Engineering and Traffic Survey for Halleck Street recorded an 85th percentile speed of 24 mph, allowing a downward rounding under CVC 22358.6(c). The corridor does not meet criteria for additional reductions under CVC 22358.7(b)(2) or CVC 22358.9, as it lacks high-intensity pedestrian or bicycle generators. With 78% of vehicles traveling within the 15-24 mph pace range, the recommended speed limit is 20 mph. Reduced speeds will also help address limited sightlines at Park Avenue, where parked vehicles obstruct visibility.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Shellmound Street Tuesday, October 21, 2025
67th Street Christie Avenue
btwn 62nd St & Ped Xing 25 MPH
1:06 PM - 1:30 PM
23 MPH
19 MPH
14-23 MPH
100

81.0%
20 MPH
CVC Sec 22358.6(c)
5 MPH
29 7.40

1.27 4,530 vpd
Traffic Signals at Christie Av, Shellmound Way, 65th St, and 67th St OWSC at 62nd St, and 63rd St; TWSC at Public Market; AWSC at 64th St 4,157 ft (0.79 mi)
30-57 ft
2-4
Transit Street
No
Yes, Class II Bike Lane and Class IV Separated Bikeway
Yes
Yes, north of Shellmound Wy
Yes
Yes
Yes
No
Yes
Good
Good
Commercial, Multi-Story Residential
The Engineering and Traffic Survey for Shellmound Street recorded an 85th percentile speed of 23 mph, allowing a downward adjustment to a 20 mph base limit under CVC 22358.6(c). 81% of vehicles travel within the 14-23 mph pace, however, prevailing speeds cluster around 19-20 mph. While the corridor includes retail, hotels, and medical facilities that qualify it for an additional 5-mph reduction under CVC 22358.7(b)(2), this reduction is not applied, since a 15 mph limit would fall below natural operating behavior and could reduce compliance. Therefore, a 20 mph speed limit is recommended, reflecting actual driver behavior while improving safety for pedestrians and bicyclists.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Overland Avenue Tuesday, October 21, 2025
65th Street 62nd Street
btwn 65th St & 64th St 25 MPH
1:40 PM - 3:40 PM
26 MPH
22 MPH
17-26 MPH
68 71%
15 MPH
Caltrans Manual
Limits, Section 2.12
10 MPH
for Setting Speed
0 0

1.27 768 vpd
Traffic Signal at 65th St
OWSC at 64th St, 63rd St, and 62nd St
1436 ft (0.27 mi)
28 ft
2 Bike Boulevard
No
Yes, Bike Boulevard
No
Yes, at 64th St
Yes
Yes, only on east side/NB direction
Yes
No
No
Good
Good
Multi-Story Residential, Industrial
The Engineering and Traffic Survey for Overland Avenue recorded an 85th percentile speed of 26 mph, allowing a downward adjustment under CVC 22358.6(b). The corridor lacks major pedestrian/bicycle generators and does not qualify for additional reductions under CVC 22358.7(b)(2) or 22358.9. A 15 mph speed limit is recommended based on the corridor serving as a bike boulevard and applicable CVC provisions.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Peladeau St Thursday, October 30, 2025
59th Street Stanford Avenue
btwn 59th St & Ped Xing 25 MPH
11:00 AM - 12:19 PM
24 MPH
20 MPH
14-23 MPH
100
79%
20 MPH
CVC Sec 22358.6(c)
5 MPH
1 4.08

1.27 1,867 vpd
AWSC at 59th St
TWSC at Powell St, Haruff St, Stanford Ave
650 ft (0.12 mi) from 59th St to Powell St; 500ft from Powell St to Stanford Av 36 ft
2 Local St
No
No
No
Yes
Yes
Yes
Yes
No
No
Good
Good
Commercial, Light Industrial
The Engineering and Traffic Survey for Peladeau Street recorded an 85th percentile speed of 24 mph, which under CVC 22358.6(c) may be rounded up to 25 mph and then down to a 20 mph base limit. The 10-mph pace of 14-23 mph includes 79% of vehicles, with most drivers traveling in the high-teens to mid-20s, reflecting conditions consistent with a 20 mph speed environment. Although the street qualifies for an additional 5-mph reduction under CVC 22358.7(b)(2) due to nearby employment centers, a research institute, and Greenway access at Powell/Hollis, through-movement is prohibited at Powell Street, breaking continuous travel for all modes. Because Peladeau primarily serves employment-center access and already exhibits a stable, low-speed profile around 20 mph, a 20 mph limit is recommended despite its AB 43 eligibility for a further reduction.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Hollis Street Tuesday, October 28, 2025
Powell Street Yerba Buena Avenue
btwn Powell & Yerba Buena 25 MPH
11:08 AM - 11:32 AM
28 MPH
23 MPH
18-27 MPH
100
80%
20 MPH
CVC Sec 22358.6(c)
22358.7(b)(2)
5 MPH
& CVC Sec
13 3.81

0.97 3,995 vpd
Traffic Signal at Powell St, Stanford Av, 53rd St, 45th St, Park Av, 40th Av AWSC at Yerba Buena Av
4,157 ft (0.78 mi)
40-66 ft
2-4
Transit Street
No
Yes
Yes, Class II Bike Lanes under construction
No
Yes
Yes
Yes
No
No
Good
Good
Commercial, Low-Density Industrial
The Engineering and Traffic Survey for Hollis Street recorded an 85th percentile speed of 28 mph, which allows a downward adjustment under CVC 22358.6(c). The corridor also qualifies for an additional 5-mph reduction under CVC 22358.7(b)(2) due to nearby parks, retail, and employment centers that generate high pedestrian and bicycle activity. With 80% of vehicles traveling within the 18-27 mph pace range and the existing limit at 25 mph, conditions support a further reduction. A 20 mph speed limit is recommended based on survey data and applicable CVC provisions.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Doyle Street Tuesday, December 2, 2025
Ocean Avenue 62nd Street
btwn 64th St & 63rd St 25 MPH
11:40 AM - 2:40 PM
18 MPH
15 MPH
10-19 MPH
50 92%
15 MPH
CVC Sec 22358.6(c)
22358.7(b)(2)
10 MPH
& CVC Sec
0 0

1.27 333 vpd
TWSC at Ocean Av, 64th St, 63rd St, and 62nd St
913 ft (0.17 mi)
26-32 ft
1 Bike Boulevard
Yes
Yes
Yes, Class IV Two-Way Bikeway
Yes, at 64th St, 63rd St, 62nd St
Yes
Yes
Yes
No
No
No
Good
Residential, Park
The Engineering and Traffic Survey for Doyle Street (Ocean Ave to 62nd St) recorded an 85th percentile speed of 18 mph, which allows a downward adjustment under CVC 22358.6(c). The corridor also qualifies for an additional 5-mph reduction under CVC 22358.7(b)(2) due to nearby pedestrian and bicycle activity generators, including employment centers, retail, and Greenway access. With 92% of vehicles traveling within the 10-19 mph pace range and an existing limit of 25 mph, conditions support a substantial reduction. A 15 mph speed limit is recommended based on survey data and applicable CVC provisions.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Doyle Street Thursday, October 30, 2025
Powell Street 55th Street
btwn Powell St & Stanford Av 25 MPH
2:30 PM - 4:30 PM
20 MPH
16 MPH
12-21 MPH
100
87%
15 MPH
CVC Sec 22358.6(b)
22358.7(b)(2)
10 MPH
& CVC Sec
4 7.11

1.27 1,353 vpd
Traffic Signal at Powell St
AWSC at 61st St, 59th St, Stanford St
2,002 ft (0.38 mi)
25-35 ft
2 Bike Boulevard
No
Yes, Bike Boulevard
No
No
Yes
Yes
Yes
No
No
Good
Good
Low Density Residential, Multi-Story Residential, Commercial The Engineering and Traffic Survey for Doyle Street recorded an 85th percentile speed of 20 mph, allowing a downward adjustment under CVC 22358.6(b). The corridor includes several high pedestrian and bicycle activity generators, such as Doyle Hollis Park, Stanford Park, employment centers, recreational areas, and Greenway access, qualifying it for an additional 5-mph reduction under CVC 22358.7(b)(2). With 87% of vehicles traveling within the 12-21 mph pace range and an existing limit of 25 mph, conditions support a substantial reduction. A 15 mph speed limit is recommended based on survey data and applicable CVC provisions.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Beaudry St Wednesday, October 22, 2025
59th Street 55th Street
btwn 59th St & Powell St 25 MPH
2:00 PM - 4:00 PM
25 MPH
20 MPH
17-26 MPH
53 79%
20 MPH
CVC Sec 22358.6(b)
5 MPH
1 9.27

1.27 352 vpd
Traffic Signal at Powell St;
AWSC at 55th St, Stanford Av; TWSC at Powell St, 59th St 1495 ft (0.28 mi)
36 ft
2 Local Street
No
No
No
No
Yes
Yes
Yes
No
No
Good
Good
Low-Density Residential
The Engineering and Traffic Survey for Beaudry Street recorded an 85th percentile speed of 25 mph, which allows a downward adjustment to a 20 mph base limit under CVC 22358.6(b). The 10-mph pace of 17-26 mph, with most vehicles operating around 19-21 mph, reflects a stable low-speed environment consistent with a 20 mph limit.

Although the corridor qualifies for an additional 5-mph reduction under CVC 22358.7(b)(2) due to nearby pedestrian generators, its short length, residential context, and a stable speed profile, a 20 mph speed limit is recommended for Beaudry Street.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Vallejo Street Wednesday, October 22, 2025
66th Street 55th Street
btwn Powell St & 59th St 25 MPH
12:50 PM - 2:45 PM
27 MPH
22 MPH
18-27 MPH
84 80%
20 MPH
CVC Sec 22358.6(b)
5 MPH
2 4.68

1.27 513 vpd
OWSC at Peabody Ln, 66th St, and 55th St; TWSC at 63rd St, 62nd St, and Powell St AWSC at 65th St, Ocean Av, 64th St, 61st, 59th St, and Stanford Av 4,022 ft (0.76 mi)
36 ft
2 Local Street
No
No
No
No
Yes
Yes
Yes
No
No
Good
Good
Low-Density Residential
The Engineering and Traffic Survey for Vallejo Street recorded an 85th percentile speed of 27 mph, allowing a downward adjustment under CVC 22358.6(b). The corridor does not meet criteria for additional reductions under CVC 22358.7(b)(2) or CVC 22358.9, as it lacks high-intensity pedestrian or bicycle generators. With 80% of vehicles traveling within the 18-27 mph pace range and the existing limit at 25 mph, a 20 mph speed limit is recommended based on the survey results and applicable CVC provisions.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Emery Street Tuesday, October 28, 2025
Park Street Peralta Street
btwn 40th St & Midblock 25 MPH
10:32 AM - 11:01 AM
30 MPH
25 MPH
21-30 MPH
100
73%
25 MPH
CVC Sec 22358.6(b)
0 MPH
9 5.63

1.27 5,612 vpd
Traffic Signal at 40th St, and W MacArthur Blvd
OWSC at Shopping Center Dwy, and Park Av
1,373 (0.26 mi)
36-63 ft
2 Connector Street
Yes, btwn 40th St and Shopping Center
Yes
Yes, Class II & III Bike Lanes
Yes
Yes
Yes
Yes
No
No
Good
Good
Commercial
The Engineering and Traffic Survey for Emery Street recorded an 85th percentile speed of 30 mph, which may be rounded downward under CVC 22358.6(b). The corridor does not qualify for additional reductions under CVC 22358.7(b)(2) or CVC 22358.9, as it lacks major pedestrian or bicycle generators within 1,320 feet. With 73% of vehicles traveling within the 21-30 mph pace range and an existing speed limit of 25 mph, conditions support keeping the current limit. No change is recommended; the speed limit remains 25 mph.

CITY OF EMERYVILLE

ENGINEERING AND TRAFFIC SURVEY
Street: ___________________________________ Survey Date ___________________________ From: ___________________________________ To: ___________________________

SPEED DATA
>ŽĐĂƟŽŶŽĨ^ƉĞĞĚSurvey ___________________ WŽƐƚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ dŝŵĞŽĨ^ƉĞĞĚ^ƵƌǀĞLJ ___________________ ZĞĐŽŵŵĞŶĚĞĚ^ƉĞĞĚ>ŝŵŝƚ _____________ ϱϬƚŚWĞƌĐĞŶƟůĞ^ƉĞĞĚ;DĞĂŶ^ƉĞĞĚͿ ___________________ ^ƉĞĞĚ>ŝŵŝƚŚĂŶŐĞ _____________ 85th WĞƌĐĞŶƟůĞ^ƉĞĞĚ ___________________ ^ƉĞĞĚ:ƵƐƟĮĐĂƟŽŶ _____________ ϭϬŵƉŚWĂĐĞ^ƉĞĞĚ ___________________ _____________
WĞƌĐĞŶƚĂŐĞŽĨsĞŚŝĐůĞƐŝŶWĂĐĞ ___________________ _____________ EƵŵďĞƌŽĨ^ƵƌǀĞLJ^ĂŵƉůĞƐ ___________________ _____________

COLLISION HISTORY
EƵŵďĞƌŽĨzĞĂƌƐ^ƚƵĚŝĞĚ 3
dŽƚĂůŽůůŝƐŝŽŶƐ ____________
ŽůůŝƐŝŽŶZĂƚĞ;ͬDsDͿ ____________

džƉĞĐƚĞĚŽůůŝƐŝŽŶƐ;ͬDsDͿ ____________

TRAFFIC FACTORS
ǀĞƌĂŐĞĂŝůLJdƌĂĸĐ _______________
dLJƉĞŽĨdƌĂĸĐŽŶƚƌŽů __________________________________________________________ __________________________________________________________

ROADWAY CHARACTERISTICS
>ĞŶŐƚŚŽĨ^ĞŐŵĞŶƚ __________________________________________________________ tŝĚƚŚ __________________________________________________________ EƵŵďĞƌŽĨ>ĂŶĞƐ __________________________________________________________ ^ƚƌĞĞƚůĂƐƐŝĮĐĂƟŽŶ __________________________________________________________ ŝǀŝĚĞĚDĞĚŝĂŶ͍ __________________________________________________________ ĞƐŝŐŶĂƚĞĚŝŬĞZŽƵƚĞ͍ __________________________________________________________ ŝŬĞ>ĂŶĞƐ͍ __________________________________________________________ hŶĐŽŶƚƌŽůůĞĚƌŽƐƐǁĂůŬƐ͍ __________________________________________________________ KŶ-^ƚƌĞĞƚWĂƌŬŝŶŐ͍ __________________________________________________________ ^ŝĚĞǁĂůŬƐ͍ __________________________________________________________ ƌŝǀĞǁĂLJƐ͍ __________________________________________________________ sĞƌƟĐĂůƵƌǀĞ __________________________________________________________ ,ŽƌŝnjŽŶƚĂůƵƌǀĞ __________________________________________________________ sŝƐŝďŝůŝƚLJ __________________________________________________________ WĂǀĞŵĞŶƚŽŶĚŝƟŽŶ __________________________________________________________ ĚũĂĐĞŶƚ>ĂŶĚhƐĞ __________________________________________________________ ŽŵŵĞŶƚƐ
Adeline Street Tuesday, October 28, 2025
47th Street 36th Street
btwn 40th St & 41st St 30 MPH
9:50 AM - 10:27 AM
30 MPH
25 MPH
21-30 MPH
100
84%
20 MPH
CVC Sec 22358.6(b)
CVC 22358.7(b)(2)
10 MPH
& CVC Sec
6 1.44

1.27 5,693 vpd
Traffic Signal at 40th St, 43rd St, and San Pablo Av; AWSC at 36th St, 41st St, and 47th St OWSC at 39th St, Yerba Buena Av, 42nd St, 44th St, 45th St, and 46th St 3,557 ft (0.67 mi)
58 ft
2 Connector Street
No
Yes
Yes, Class II Bike Lanes
Yes
Yes
Yes
Yes
No
No
Good
Good
Low-Density Residential, Multi-Story Residential, Commercial The Engineering and Traffic Survey for Adeline Street recorded an 85th percentile speed of 30 mph, which rounds to a 25 mph base limit under CVC 22358.6(b). The corridor qualifies for an additional 5-mph reduction under CVC 22358.7(b)(2) due to numerous pedestrian and bicycle generators, including two schools, Linden Park, senior housing, retail, and recreational uses, along with uncontrolled crosswalks and existing/planned bikeways. With most vehicles operating between 23-26 mph and four recent speed-related collisions, lower speeds would enhance safety for students, seniors, and people biking. A 20 mph speed limit is recommended to align with AB 43 allowances and better support this multimodal, pedestrian/bicycle-focused corridor.

Final Project Report
2026 Engineering & Traffic Survey
Iteris, Inc. | Appendix D
APPENDIX D – TECHNICAL MEMORANDUM FOR

RECOMMENDED BICYCLE SPEED LIMIT ON EMERYVILLE

GREENWAY