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Agenda packet

San Rafael City Council
February 18, 2025

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Agenda packet
Meeting
February 18, 2025
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San Rafael City Council
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6
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30.6 MB
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AGENDA
SAN RAFAEL CITY COUNCIL - TUESDAY, FEBRUARY 18, 2025
REGULAR MEETING AT 6:00 P.M.

San Rafael City Hall, Council Chambers
1400 Fifth Avenue, San Rafael, CA 94901
Watch online: https://tinyurl.com/cc-2025-02-18
or www.youtube.com/cityofsanrafael
Listen by phone: (669) 444-9171
ID: 860-6190-5675#
One Tap Mobile: +16694449171,,86061905675# US
This meeting will be held in-person. This meeting is being streamed to YouTube at www.youtube.com/cityofsanrafael.

How to participate in the meeting:
• You are welcome to come to the meeting and provide public comment in person. Each speaker will have 2-minutes to provide public comment per agenda item. • Submit your comments by email to [email protected] by 4:00 p.m. the day of the meeting.

If you experience technical difficulties during the meeting, please contact [email protected].

OPEN SESSION

1. None.

CLOSED SESSION

2. Closed Session: - None.

CITY MANAGER AND COUNCILMEMBER REPORTS:
(including AB 1234 Reports on Meetings and Conferences Attended at City Expense)

3. City Manager and Councilmember Reports:

CONSENT CALENDAR:

The opportunity for public comment on consent calendar items will occur prior to the City Council’s vote on the Consent Calendar. The City Council may approve the entire consent calendar with one action. In the alternative, items on the Consent Calendar may be removed by any City Council or staff member, for separate discussion and vote.

4. Consent Calendar Items:
a. Approval of Minutes
Approve Minutes of the Regular City Council Meeting of February 3, 2025 (CC) Recommended Action - Approve minutes as submitted
b. Illegal Dumping Mitigation Services Agreement
Resolution Authorizing the City Manager to Enter into a Professional Services Agreement with Gigantic Idea Studios for Illegal Dumping Mitigation in an Amount Not to Exceed $100,000 and Appropriating $100,000 from the General Fund to the Sustainability Division Budget (CM)
2 Recommended Action – Adopt Resolution
c. City Quarterly Investment Report
Acceptance of City of San Rafael Quarterly Investment Report for the Quarter Ending December 31, 2024 (Fin)
Recommended Action – Accept report
d. Point San Pedro Median Landscaping Services
Resolution Waiving Bidding Requirements for Services and Authorizing the City Manager to Enter into an Agreement with Gardeners’ Guild, Inc. for Point San Pedro Median Landscaping Services for an Initial Two-Year Period, with the Option to Extend the Agreement Up to Four More Years, For Up to a Six-Year Term, and a Total Contract Amount Not to Exceed $680,192 (PW)
Recommended Action – Adopt Resolution

PUBLIC HEARINGS

5. Public Hearings:
a. Change in Speed Limits on Twenty-Four San Rafael Roadway Segments Introduce an Ordinance Regarding Speed Limit Change on 24 San Rafael Roadway Segments Pursuant to Sections 22357 and 22358 of the California Vehicle Code; California Environmental Quality Act (CEQA) Determination: Exempt Pursuant to State CEQA Guideline 15061(b)(3) (PW)
Recommended Action – Introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only

OTHER AGENDA ITEMS

6. Other Agenda Items:
a. Police Advisory and Accountability Committee Annual Report 2024 Accept the Police Advisory and Accountability Committee Annual Report for 2024 (PD) Recommended Action – Accept report
b. Fiscal Year 2024-25 Mid-Year Budget Update and Personnel Changes Fiscal Year 2024-25 Mid-Year Budget Update and a Resolution Approving Fiscal Year 2024- 25 Mid-Year Personnel Changes, Updates to Applicable Salary Schedules, and Appropriating Funding for a New Program Analyst Position within the Sustainability Division (Fin) Recommended Actions – Accept the fiscal year 2024-25 Mid-Year Budget Update presenting revenue and expenditure results through the second quarter of the current fiscal year (through the accounting period ended December 31, 2024), and Authorize Mid-Year Budget supplemental budget appropriations totaling $672,411 across all funds; and Adopt Resolution c. Extending Cannabis Business Tax Rate Temporary Reduction Resolution Extending Cannabis Industry Tax Rate of Two (2) Percent of Annual Gross Receipts for Cannabis Delivery Businesses, for the Period of January 1, 2025, Through December 31, 2026 (CED)
Recommended Action – Adopt Resolution

OPEN TIME FOR PUBLIC EXPRESSION
The public is welcome to address the City Council at this time on matters not on the agenda that 3 are within its jurisdiction. Please be advised that pursuant to Government Code Section 54954.2, the City Council is not permitted to discuss or take action on any matter not on the agenda unless it determines that an emergency exists, or that there is a need to take immediate action which arose following posting of the agenda. Comments may be no longer than two minutes and should be respectful to the community.

ADJOURNMENT:

Any records relating to an agenda item, received by a majority or more of the Council less than 72 hours before the meeting, shall be available for inspection online and at City Hall, 1400 Fifth Avenue, and placed with other agendarelated materials on the table in front of the Council Chamber prior to the meeting. Sign Language interpreters may be requested by calling (415) 485-3066 (voice), emailing [email protected] or using the California Telecommunications Relay Service by dialing “711”, at least 72 hours in advance of the meeting. Copies of documents are available in accessible formats upon request. To request Spanish language interpretation, please submit an online form at https://www.cityofsanrafael.org/request-for-interpretation/.

Minutes subject to approval at the 02/18/25 City Council Meeting

MINUTES
SAN RAFAEL CITY COUNCIL - MONDAY, FEBRUARY 3, 2025
REGULAR MEETING AT 6:00 P.M.

San Rafael City Hall, Council Chambers
1400 Fifth Avenue, San Rafael, CA 94901
Watch online: https://tinyurl.com/cc-2025-02-03
or www.youtube.com/cityofsanrafael
Listen by phone: (669) 444-9171
ID: 844-3204-9611#
One Tap Mobile: +16694449171,,84432049611# US
This meeting will be held in-person. This meeting is being streamed to YouTube at www.youtube.com/cityofsanrafael.

How to participate in the meeting:
• You are welcome to come to the meeting and provide public comment in person. Each speaker will have 2-minutes to provide public comment per agenda item. • Submit your comments by email to [email protected] by 4:00 p.m. the day of the meeting.

If you experience technical difficulties during the meeting, please contact [email protected].

Present: Vice Mayor Bushey
Councilmember Kertz
Councilmember Llorens Gulati
Mayor Kate

Absent: Councilmember Hill
Also Present: City Manager Cristine Alilovich
City Attorney Rob Epstein
City Clerk Lindsay Lara
Mayor Kate called the meeting to order at 6:00 p.m. and invited City Clerk Lindsay Lara to call the roll. All members of the City Council were present, except for Councilmember Hill.

Mayor Kate provided opening remarks which included gratitude to City Staff, especially the first responders and Department of Public Works for keeping the community safe, guidance on how to report an issue on the city’s website and a land acknowledgment.

City Clerk Lindsay Lara announced there would be Spanish language interpretation for Agenda Item

6.a and Open Time for Public Expression. She informed the community that the in-person meeting would also be recorded and streamed live to YouTube and through Zoom. She noted the twominute timer for public comment and closed captioning on Zoom.

OPEN SESSION

1. None.

CLOSED SESSION

2. Closed Session: - None.
2 CITY MANAGER AND COUNCILMEMBER REPORTS:
(including AB 1234 Reports on Meetings and Conferences Attended at City Expense)

3. City Manager and Councilmember Reports:

City Manager Cristine Alilovich reported on:
• Wildfire Preparedness meetings to be held on Thursday, February 6, in Council Chambers (and via Zoom), at 6 p.m. and on Tuesday, February 11, a virtual-only meeting at noon
• Park & Recreation Commission meeting to be held on Thursday, February 13, at 6 p.m. regarding the Terra Linda Park and Community Center enhancement plan • Proposed Residential Parking Permit Program in East San Rafael and Bret Harte Neighborhood Update
• Boards, Commissions and Committees vacancies on the Pickleweed Advisory Committee, Planning Commission and Voter Approved Tax Oversight Committee • Free Winter Show (with over 75 Bay Area artists) to be held at Falkirk Cultural Center Tuesday through Friday, 1-4:30 p.m. and Saturday from 10-2 p.m., through February 21 City Councilmember Reports:
• Vice Mayor Bushey reported on a Marin County Council of Mayors and Councilmembers (MCCMC) meeting (where they welcomed Councilmember Llorens Gulati to join the Marin Transit Board), as well as, a San Rafael Library Foundation meeting regarding Measure P. She expressed appreciation to the Department of Public Works for placing a generator in Peacock Gap to generate the power necessary to pump out the water storage.
• Councilmember Kertz reported on Marin Wildfire Prevention Authority meetings, a MCCMC meeting, a City/County Schools meeting and a Cal Cities Policy Committee for Community Services meeting.
• Councilmember Llorens Gulati reported on 2025 Marin Sea Level Rise BayWAVE meetings, a Cal Cities Environmental Quality Policy Committee meeting, the first community meeting on the Proposed Residential Parking Permit Program, the MCCMC meeting (where she joined the Board for Marin Transit) and a Karma Club visit in Terra Linda.
• Mayor Kate reported on a Transportation Authority of Marin (TAM) meeting (and was appointed as Vice Chair for TAM), Sonoma Marin Area Rail Transit (SMART) and a Marin Gun Safety Collaborative meeting.

Mayor Kate invited public comment.

Speakers: Shinji Sakai-Egi, Ross Bishop, Sharna Diemer
CONSENT CALENDAR:

Mayor Kate invited public comment.

Speaker: Chuck Friede
Vice Mayor Bushey moved and Councilmember Kertz seconded to approve the Consent Calendar.

4. Consent Calendar Items:
3 a. Approval of Minutes
Approve Minutes of the Regular City Council Meeting of January 21, 2025 (CC) Approved minutes as submitted
b. Voter-Approved Tax Oversight
Voter-Approved Tax Oversight Committee Annual Report for Fiscal Year (FY) 2023-24 (Fin)
Accepted report
c. Merit Pay Award and Equity Adjustment for the District Manager/Engineer of the San Rafael Sanitation District
Resolution Approving a 5% Merit Pay for Doris Toy, District Manager/Engineer, San Rafael Sanitation District (SRSD); And, Resolution Approving and Authorizing a 17% Equity Adjustment to the District Manager/Engineer Position Effective July 1, 2024, an Updated Salary Schedule for Unrepresented Executive Management to Reflect the Change, and Supplemental Budget Appropriation (HR)
Resolution 15367 - Resolution Approving a 5% Merit Pay Award for Doris Toy, District Manager/Engineer of the San Rafael Sanitation District, for Fiscal Year 2023-2024 Performance of Duties
Resolution 15368 - Resolution Approving a 17% Equity Adjustment to the District Manager/Engineer Position, a Supplemental Budget Appropriation, and Authorizing the Modification of the Salary Schedule for Unrepresented Executive Management d. Black History Month
Proclamation Supporting Black History Month (HR)
Received and filed
AYES: Councilmembers: Bushey, Kertz, Llorens Gulati & Mayor Kate NOES: Councilmembers: None
ABSENT: Councilmembers: Hill

SPECIAL PRESENTATIONS

5. Special Presentations:
a. Presentation from Caltrans on the Manuel T. Freitas and Highway 101 Roundabout Public Works Director April Miller introduced Daniel Cuellar (Caltrans), and Matt Korve (AECOM) who gave a presentation.

The presenters responded to questions from the City Council.

Mayor Kate invited public comment.

Speaker: Shinji Sakai-Egi
The presenters responded to questions from the community.

OTHER AGENDA ITEMS

6. Other Agenda Items:
4 a. Canal Broadband Feasibility Study Final Report
Canal Broadband Feasibility Study Informational Report (DS) Digital Service & Open Government Director Sean Mooney, Digital Infrastructure Manager Vinh Pham and Bruce Patterson, Entry Point presented the Staff Report.

Staff responded to questions from the City Council.

Mayor Kate invited public comment.

Speakers: Marcos Montos, Comcast, Laura McMahon,Legal Aid Marin, Marina Palma Staff responded to questions from the community.

City Council provided comments.

Councilmember Llorens Gulati moved and Councilmember Kertz seconded to accept the Canal Broadband Feasibility Study Informational Report.

AYES: Councilmembers: Bushey, Kertz, Llorens Gulati & Mayor Kate NOES: Councilmembers: None
ABSENT: Councilmembers: Hill
Accepted report

OPEN TIME FOR PUBLIC EXPRESSION
• Mariah Baird addressed the City Council regarding the proposed parking permit program. • Marina Palma addressed the City Council regarding paying high rents. • Glendy Barrios addressed the City Council regarding paying high rents. • Pilar Sanchez addressed the City Council regarding paying high rents. • Florida Morales addressed the City Council regarding paying high rents. • Name Withheld addressed the City Council regarding paying high rents. • Shinji Sakai-Egi addressed the City Council regarding helping communities living in fear of ICE raids.
• Molly O’Donoghue, Laurel Dell, addressed the City Council regarding drop-off and pick-up safety.
• Peter Goetz addressed the City Council regarding transparency of rental agreements. • Manuel Rodriguez addressed the City Council regarding paying high rents.

City Manager Cristine Alilovich provided comments regarding RUBS (Ratio Utility Billing Systems) and announced a Homelessness and Housing Subcommittee meeting to be held Thursday, February 13, City Hall, 1 p.m.

ADJOURNMENT:

Mayor Kate adjourned the meeting at 8:01 pm.
5 __________________________
LINDSAY LARA, City Clerk
APPROVED THIS _____DAY OF____________, 2025
_____________________________________
KATE COLIN, Mayor
____________________________________________________________________________________

FOR CITY CLERK ONLY
Council Meeting:

Disposition:

SAN RAFAEL CITY COUNCIL AGENDA REPORT
Department: City Manager, Sustainability Division
Prepared by: Cory Bytof
Sustainability Program Manager
City Manager Approval: ___
TOPIC: ILLEGAL DUMPING MITIGATION SERVICES AGREEMENT
SUBJECT: RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO A

PROFESSIONAL SERVICES AGREEMENT WITH GIGANTIC IDEA STUDIOS FOR ILLEGAL DUMPING MITIGATION IN AN AMOUNT NOT TO EXCEED $100,000 AND APPROPRIATING $100,000 FROM THE GENERAL FUND TO THE SUSTAINABILITY

DIVISION BUDGET
RECOMMENDATION:

Staff recommends that the City Council adopt a resolution authorizing the City Manager to enter into a professional services agreement with Gigantic Idea Studios for illegal dumping mitigation in an amount not to exceed $100,000 and appropriating $100,000 to the Sustainability Division budget.

BACKGROUND:

At the November 4, 2024, City Council meeting, the City Council approved an amendment to the franchise agreement with Marin Sanitary Service and authorized maximum rates to be collected by Marin Sanitary Service for solid waste services that included funding for illegal dumping programs.

These included a comprehensive suite of activities to provide bulky item collection at multifamily residences, outreach and engagement to residents and property owners, and enforcement activities, among other things. These were developed in partnership with Marin Sanitary Service, a City Council subcommittee, a cross-departmental team from several departments, and interested community members and organizations. Critical to the success of these initiatives is ensuring residents and property owners know what is available to them, how to use these services, and what the consequences are for dumping bulky items on public property.

ANALYSIS:

Gigantic Idea Studios is a Bay Area consulting and communications firm that has been involved in the City’s illegal dumping programs for several years and has successfully provided strategy consultation, outreach services, and content development for community engagement. Examples of their work include creating and mailing the monthly bulky item day postcards, creating and mailing the “What to do with Unwanted Stuff” flyers, and conducting surveys and focus groups.

Agenda Item No: 4.b
Meeting Date: February 18, 2025
SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 2
City staff and Marin Sanitary Service have valued their input and services and wish to continue contracting with them to provide additional services for the 2025 calendar year. For this year, staff wish to utilize their services to plan, design, print, and mail updated bulky item collection promotional and educational materials and the “What to do with Unwanted Junk” flyers to multifamily landlords and tenants and assist with community engagement related to illegal dumping programs.

If approved, these services will be essential in making sure the illegal dumping program is successful this year and that residents and property owners take advantage of the resources to reduce illegal dumping in San Rafael.

FISCAL IMPACT:

The cost of services is a not-to-exceed amount of $100,000 based on the budget approved during the Marin Sanitary Service rate hearing at the November 4, 2024, City Council meeting. These funds will be paid out of the General Fund but will be fully reimbursed by Marin Sanitary Services through quarterly billing, as provided through the City’s franchise agreement with Marin Sanitary Services.

OPTIONS:

The City Council has the following options to consider relating to this item:

1. Adopt the resolution as presented.

2. Adopt the resolution as amended.

3. Direct staff to return with additional information.

ATTACHMENTS:

1. Resolution

2. Gigantic Idea Studios Scope of Work Proposal

3. Draft Professional Services Agreement
RESOLUTION NO. ______

RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO A

PROFESSIONAL SERVICES AGREEMENT WITH GIGANTIC IDEA STUDIOS FOR ILLEGAL DUMPING MITIGATION IN AN AMOUNT NOT TO EXCEED $100,000 AND APPROPRIATING $100,000 FROM THE GENERAL FUND TO THE SUSTAINABILITY

DIVISION BUDGET
WHEREAS, the City of San Rafael is in partnership with Marin Sanitary Service to provide services to property owners and tenants to reduce illegal dumping and has funding from Marin Sanitary Service to provide such service; and
WHEREAS, the City Council of the City of San Rafael recently approved an amendment to the franchise agreement with Marin Sanitary Service, which provides for funding for illegal dumping programs implemented by the City of San Rafael; and WHEREAS, the City of San Rafael requires outside professional services to create content for and conduct community engagement related to these illegal dumping programs; and
WHEREAS, Gigantic Idea Studios is qualified to perform the work because they have successfully developed content for illegal dumping for the City of San Rafael in partnership with Marin Sanitary Service and the City wishes to continue utilizing their services for calendar year 2025;
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Rafael hereby authorizes the City Manager to execute an Agreement for Professional Services between the City and Gigantic Idea Studios, in an amount not to exceed $100,000; and BE IT FURTHER RESOLVED that the City Council of the City of San Rafael authorizes a supplemental budget appropriation of $100,000 within the General Fund supported by revenues being collected through the amendment to the City’s franchise agreement with Marin Sanitary Service.

I, LINDSAY LARA, Clerk of the City of San Rafael, hereby certify that the foregoing Resolution was duly and regularly introduced and adopted at a regular meeting of the City Council of the City of San Rafael, held on Tuesday, the 18th day of February 2025, by the following vote, to wit:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:
_____________________
Lindsay Lara, City Clerk

SCOPE OF WORK
6 January 2025
TO: Cory Bytof, City of San Rafael
FROM: Kas Neteler and Laura-Lee Love, Gigantic Idea Studio, Inc.

PROJECT: 2025 San Rafael Illegal Dumping Mitigation MEO Our work with the City of San Rafael in 2025 involves the tasks listed below with budget, time frame and brief description. Project assumes no more than three rounds of proofs per task.

Any additional labor hours to be billed at the specified rate for that service. These rates are listed in the Service Rates Table (page 3). Printing expense subject to change.

Client is responsible for providing Spanish translation services, if needed. Total budget not to exceed $100,000.

Task 1: Outreach Strategy and Consulting
$10,000
Includes ongoing meetings, planning, strategy, facilitation, budgeting and reporting.

Labor: $10,000
• 65 hours Project Management, Content, Facilitation @ $155/hr Task 2: Collateral
$62,000
Labor: $20,000
• 130 hours Content, Design and Project Management @ $155/hr Expense: $42,000
Deliverables to include, as budget allows:
• Quarterly postcards for Bulky Waste Events: printing, mail prep, postage, shipping of four postcards to combined 19,540 (Canal, Lincoln & BHGP residents); plus 1000 extras per postcard sent to client for distribution. Provide English and Spanish versions.
• Print-ready 11 x 17 poster files for Bulky Waste Events in English and Spanish; client to print as needed.
• Design and print “Free Drop-off” Coupons for MSS
• Design and print SFD version of MFD coupon
Attachment 1
2025 San Rafael Illegal Dumping Mitigation Pilot Project Page 2 of 2 580 2ND STREET, SUITE 230, OAKLAND, CA 94607 tel 510-451-5500 www.gigantic-idea.com • Design collateral for MFD property managers.
• Reprint “What to do with Waste” and mail (bulk rate) to 13,000 MFD residents.

For all tasks, client to supply:
1) Spanish translation.
2) Mailing list which will be CASS-certified to standardize mailing addresses and run through NCOA (National Change of Address) to ensure address is mailable. The “scrubbed” list available by request.

Task 3: Outreach
$28,000
Labor: $27,200
• 50 hours Content, Design, Facilitation and Project Management @ $155/hr • 162 hours Outreach Services @ $120/hr
• Provide outreach and promotion to MFD residents of 16 or fewer units to promote bulky waste services (pick-up service)
• Property manager and business outreach.

Expense: $800
• Travel related expenses for meeting (e.g. mileage, bridge toll, parking, and meals) 2025 Service Rates Table
Service Rate
Content $155/hr
Design $155/hr
Production $120/hr
Project Management $155/hr
Facilitation $155/hr
Outreach $120/hr
Travel $60/hr
# # #
Rev. 08.22 1

AGREEMENT FOR PROFESSIONAL SERVICES

BY AND BETWEEN

THE CITY OF SAN RAFAEL
AND
GIGANTIC IDEA STUDIO, INC.

FOR 2025 ILLEGAL DUMPING CONSULTING SERVICES
This Agreement is made and entered into as of ________________________ (the “Effective Date”), by and between the CITY OF SAN RAFAEL, a chartered California municipal corporation (hereinafter "CITY"), and GIGANTIC IDEA STUDIO, INC., a California corporation (hereinafter "CONSULTANT"). CITY and CONSULTANT may be referred to individually as a “Party” or collectively as the “Parties” or the “Parties to this Agreement.”

RECITALS
A. CITY desires to secure professional services more fully described in this Agreement, at Exhibit A, entitled “SCOPE OF SERVICES”; and B. CONSULTANT represents that it, and its subcontractors, if any, have the professional qualifications, expertise, and necessary licenses and desire to provide certain goods and/or required services of the quality and type which meet objectives and requirements of CITY; and
C. The Parties have specified herein the terms and conditions under which such services will be provided and paid for.

NOW, THEREFORE, the parties hereby agree as follows:

AGREEMENT

1. SERVICES TO BE PROVIDED.

Except as otherwise may be expressly specified in this Agreement, CONSULTANT shall furnish all technical and professional services, including labor, material, equipment, transportation, supervision and expertise (collectively referred to as “Services”) to satisfactorily complete the work required by CITY at its sole risk and expense. Services to be provided to CITY are more fully described in Exhibit A entitled “SCOPE OF SERVICES.” CONSULTANT acknowledges that the execution of this Agreement by CITY is predicated upon representations made by CONSULTANT in that certain proposal, dated January 6, 2025 (“Proposal”) set forth in Exhibit A, which constitutes the basis for this Agreement.

2. COMPENSATION.

In consideration for CONSULTANT’s complete performance of Services, CITY v 08.22 2
shall pay CONSULTANT for all materials provided and services rendered by CONSULTANT at the unit rates and rates per hour for labor, as set forth in Exhibit A, for a total amount not to exceed $100,000.

CONSULTANT will bill City on a monthly basis for Services provided by CONSULTANT during the preceding month, subject to verification by CITY. CITY will pay CONSULTANT within thirty (30) days of City’s receipt of invoice.

3. TERM OF AGREEMENT.

Unless otherwise set forth in this Agreement or unless this paragraph is subsequently modified by a written amendment to this Agreement, the term of this Agreement shall begin on the Effective Date of this Agreement and terminate on January 31, 2026.

4. PROJECT COORDINATION.

A. CITY’S Project Manager. The City Manager shall be the representative of the CITY for all purposes under this Agreement. Sustainability Program Manager Cory Bytof is hereby designated the PROJECT MANAGER for the CITY and said PROJECT MANAGER shall supervise all aspects of the progress and execution of this Agreement.

B. CONSULTANT’S Project Director. CONSULTANT shall assign a single PROJECT DIRECTOR to have overall responsibility for the progress and execution of this Agreement for CONSULTANT. Kas Neteler is hereby designated as the PROJECT DIRECTOR for CONSULTANT. Should circumstances or conditions subsequent to the execution of this Agreement require a substitute PROJECT DIRECTOR, for any reason, the CONSULTANT shall notify the CITY within ten (10) business days of the substitution.

5. TERMINATION.

A. Discretionary. Either party may terminate this Agreement without cause upon thirty (30) days written notice mailed or personally delivered to the other party.

B. Cause. Either party may terminate this Agreement for cause upon fifteen (15) days written notice mailed or personally delivered to the other party, and the notified party's failure to cure or correct the cause of the termination, to the reasonable satisfaction of the party giving such notice, within such fifteen (15) day time period.

C. Effect of Termination. Upon receipt of notice of termination, neither party shall incur additional obligations under any provision of this Agreement without the prior written consent of the other.

D. Return of Documents. Upon termination, any and all CITY documents or materials provided to CONSULTANT and any and all of CONSULTANT's documents and materials prepared for or relating to the performance of its duties under this Agreement, shall v 08.22 3
be delivered to CITY as soon as possible, but not later than thirty (30) days after termination.

6. OWNERSHIP OF DOCUMENTS.

The written documents and materials prepared by the CONSULTANT in connection with the performance of its duties under this Agreement, shall be the sole property of CITY.

CITY may use said property for any purpose, including projects not contemplated by this Agreement.

7. INSPECTION AND AUDIT.

Upon reasonable notice, CONSULTANT shall make available to CITY, or its agent, for inspection and audit, all documents and materials maintained by CONSULTANT in connection with its performance of its duties under this Agreement. CONSULTANT shall fully cooperate with CITY or its agent in any such audit or inspection.

8. ASSIGNABILITY.

The parties agree that they shall not assign or transfer any interest in this Agreement nor the performance of any of their respective obligations hereunder, without the prior written consent of the other party, and any attempt to so assign this Agreement or any rights, duties or obligations arising hereunder shall be void and of no effect.

9. INSURANCE REQUIREMENTS.

During the term of this Agreement, and for any time period set forth in Exhibit B, CONSULTANT shall procure and maintain in full force and effect, at no cost to CITY insurance policies with respect to employees and vehicles assigned to the performance of Services under this Agreement with coverage amounts, required endorsements, certificates of insurance, and coverage verifications as defined in Exhibit B.

10. INDEMNIFICATION.

A. Except as otherwise provided in subparagraph B of this section, CONSULTANT shall, to the fullest extent permitted by law, indemnify, release, defend with counsel approved by CITY, and hold harmless CITY, its officers, agents, employees and volunteers (collectively, the “City Indemnitees”), from and against any claim, demand, suit, judgment, loss, liability or expense of any kind, including but not limited to attorney's fees, expert fees and all other costs and fees of litigation, (collectively “CLAIMS”), arising out of CONSULTANT’S performance of its obligations or conduct of its operations under this Agreement. The CONSULTANT's obligations apply regardless of whether or not a liability is caused or contributed to by the active or passive negligence of the City Indemnitees. However, to the extent that liability is caused by the active negligence or willful misconduct of the City Indemnitees, the CONSULTANT's indemnification obligation shall be reduced in proportion to the City Indemnitees’ share of liability for the active negligence or willful misconduct. In addition, the acceptance or v 08.22 4
approval of the CONSULTANT’s work or work product by the CITY or any of its directors, officers or employees shall not relieve or reduce the CONSULTANT’s indemnification obligations. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONSULTANT’S performance of or operations under this Agreement, CONSULTANT shall provide a defense to the City Indemnitees or at CITY’S option reimburse the City Indemnitees their costs of defense, including reasonable attorneys’ fees, incurred in defense of such claims.

B. Where the services to be provided by CONSULTANT under this Agreement are design professional services to be performed by a design professional as that term is defined under Civil Code Section 2782.8, then, to the extent permitted by law including without limitation, Civil Code sections 2782, 2782.6 and 2782.8, CONSULTANT shall indemnify and hold harmless the CITY and its officers, officials, and employees (collectively City Indemnitees) from and against damages, liabilities or costs (including incidental damages, Court costs, reasonable attorney’s fees as may be determined by the Court, litigation expenses and fees of expert witnesses incurred in connection therewith and costs of investigation) to the extent they are caused by the negligence, recklessness, or willful misconduct of CONSULTANT, or any subconsultants, or subcontractor or anyone directly or indirectly employed by them, or anyone for whom they are legally liable (collectively Liabilities). Such obligation to hold harmless and indemnify any indemnity shall not apply to the extent that such Liabilities are caused in part by the negligence or willful misconduct of such City Indemnitee.

C. The defense and indemnification obligations of this Agreement are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Agreement, and shall survive the termination or completion of this Agreement for the full period of time allowed by law.

11. NONDISCRIMINATION.

CONSULTANT shall not discriminate, in any way, against any person on the basis of age, sex, race, color, religion, ancestry, national origin or disability in connection with or related to the performance of its duties and obligations under this Agreement.

12. COMPLIANCE WITH ALL LAWS.

CONSULTANT shall observe and comply with all applicable federal, state and local laws, ordinances, codes and regulations, in the performance of its duties and obligations under this Agreement. CONSULTANT shall perform all services under this Agreement in accordance with these laws, ordinances, codes and regulations. CONSULTANT shall release, defend, indemnify and hold harmless CITY, its officers, agents and employees from any and all damages, liabilities, penalties, fines and all other consequences from any noncompliance or violation of any laws, ordinances, codes or regulations. v 08.22 5

13. NO THIRD PARTY BENEFICIARIES.

CITY and CONSULTANT do not intend, by any provision of this Agreement, to create in any third party, any benefit or right owed by one party, under the terms and conditions of this Agreement, to the other party.

14. NOTICES.

All notices and other communications required or permitted to be given under this Agreement, including any notice of change of address, shall be in writing and given by personal delivery, or deposited with the United States Postal Service, postage prepaid, addressed to the parties intended to be notified. Notice shall be deemed given as of the date of personal delivery, or if mailed, upon the date of deposit with the United States Postal Service. Notice shall be given as follows:

To CITY’s Project Manager:

Cory Bytof
Sustainability Program Manager
1400 Fifth Avenue
San Rafael, CA 94901
To CONSULTANT’s Project Director:

Kas Neteler
Principal
580 2nd Street, Suite 230
Oakland, CA 94607

15. INDEPENDENT CONTRACTOR.

For the purposes, and for the duration, of this Agreement, CONSULTANT, its officers, agents and employees shall act in the capacity of an Independent Contractor, and not as employees of the CITY. CONSULTANT and CITY expressly intend and agree that the status of CONSULTANT, its officers, agents and employees be that of an Independent Contractor and not that of an employee of CITY.

16. ENTIRE AGREEMENT -- AMENDMENTS.

A. The terms and conditions of this Agreement, all exhibits attached, and all documents expressly incorporated by reference, represent the entire Agreement of the parties with respect to the subject matter of this Agreement.

B. This written Agreement shall supersede any and all prior agreements, oral or written, regarding the subject matter between the CONSULTANT and the CITY.

C. No other agreement, promise or statement, written or oral, relating to the subject matter of this Agreement, shall be valid or binding, except by way of a written amendment to this Agreement.

D. The terms and conditions of this Agreement shall not be altered or modified except by a written amendment to this Agreement signed by the CONSULTANT and the CITY.
v 08.22 6
E. If any conflicts arise between the terms and conditions of this Agreement, and the terms and conditions of the attached exhibits or the documents expressly incorporated by reference, the terms and conditions of this Agreement shall control.

17. SET-OFF AGAINST DEBTS.

CONSULTANT agrees that CITY may deduct from any payment due to CONSULTANT under this Agreement, any monies which CONSULTANT owes CITY under any ordinance, agreement, contract or resolution for any unpaid taxes, fees, licenses, assessments, unpaid checks or other amounts.

18. WAIVERS.

The waiver by either party of any breach or violation of any term, covenant or condition of this Agreement, or of any ordinance, law or regulation, shall not be deemed to be a waiver of any other term, covenant, condition, ordinance, law or regulation, or of any subsequent breach or violation of the same or other term, covenant, condition, ordinance, law or regulation. The subsequent acceptance by either party of any fee, performance, or other consideration which may become due or owing under this Agreement, shall not be deemed to be a waiver of any preceding breach or violation by the other party of any term, condition, covenant of this Agreement or any applicable law, ordinance or regulation.

19. COSTS AND ATTORNEY'S FEES.

The prevailing party in any action brought to enforce the terms and conditions of this Agreement, or arising out of the performance of this Agreement, may recover its reasonable costs (including claims administration) and attorney's fees expended in connection with such action.

20. CITY BUSINESS LICENSE / OTHER TAXES.

CONSULTANT shall obtain and maintain during the duration of this Agreement, a CITY business license as required by the San Rafael Municipal Code, and CONSULTANT shall pay any and all state and federal taxes and any other applicable taxes. CITY shall not be required to pay for any work performed under this Agreement, until CONSULTANT has provided CITY with a completed Internal Revenue Service Form W-9 (Request for Taxpayer Identification Number and Certification).

21. SURVIVAL OF TERMS.

Any terms of this Agreement that by their nature extend beyond the term (or termination) of this Agreement shall remain in effect until fulfilled and shall apply to both Parties’ respective successors and assigns.
v 08.22 7

22. APPLICABLE LAW.

The laws of the State of California shall govern this Agreement.

23. COUNTERPARTS AND ELECTRONIC SIGNATURE.

This Agreement may be executed by electronic signature and in any number of counterparts, each of which shall be deemed an original, but all of which together shall constitute one document. Counterpart signature pages may be delivered by telecopier, email or other means of electronic transmission.
[Signatures are on the following page.]
v 08.22 8
IN WITNESS WHEREOF, the parties have executed this Agreement as of the day, month and year first above written.

CITY OF SAN RAFAEL:
_________________________________
CRISTINE ALILOVICH, City Manager
APPROVED AS TO FORM:

Office of the City Attorney
_________________________________
By: ANDREA VISVESHWARA,
Chief Assistant City Attorney
ATTEST:

City Clerk
_________________________________
LINDSAY LARA, City Clerk
CONSULTANT:
__________________________________
By: ____________________________
Name: ____________________________
Title: ____________________________
[If CONSULTANT is a corporation, add
signature of second corporate officer]
__________________________________
By: ____________________________
Name: ____________________________
Title: ____________________________
Rev. 08.22 A-1

EXHIBIT A

SCOPE OF SERVICES
The Services to be performed for CITY by CONSULTANT under this Agreement are more fully described in CONSULTANT’s proposal, which is attached to this Exhibit A.

Rev. 08.22 B-1

EXHIBIT B

INSURANCE REQUIREMENTS
During the term of this Agreement, and for any time period set forth below, CONSULTANT shall procure and maintain in full force and effect, at no cost to CITY insurance policies with respect to employees and vehicles assigned to the performance of Services under this Agreement with coverage amounts, required endorsements, certificates of insurance, and coverage verifications as defined in this Exhibit B.

A. Scope of Coverage. During the term of this Agreement, CONSULTANT shall maintain, at no expense to CITY, the following insurance policies:

1. Commercial general liability. A commercial general liability insurance policy in the minimum amount of one million dollars ($1,000,000) per occurrence/two million dollars ($2,000,000) aggregate, for death, bodily injury, personal injury, or property damage.

2. An automobile liability (owned, non-owned, and hired vehicles) insurance policy in the minimum amount of $300,000 per occurrence.

3. Professional liability. If any licensed professional performs any of the services required to be performed under this Agreement, a professional liability insurance policy in the minimum amount of one million dollars ($1,000,000) per occurrence/two million dollars ($2,000,000) aggregate, to cover any claims arising out of the CONSULTANT's performance of services under this Agreement. Where CONSULTANT is a professional not required to have a professional license, CITY reserves the right to require CONSULTANT to provide professional liability insurance pursuant to this section.

4. Workers’ compensation. If it employs any person, CONSULTANT shall maintain workers’ compensation insurance, as required by the State of California, with statutory limits, and employer’s liability insurance with limits of no less than one million dollars ($1,000,000) per accident for bodily injury or disease. CONSULTANT’s workers’ compensation insurance shall be specifically endorsed to waive any right of subrogation against CITY.

B. Other Insurance Requirements. The insurance coverage required of the CONSULTANT in subparagraph A of this section above shall also meet the following requirements:

1. Except for professional liability insurance or workers’ compensation insurance, the insurance policies shall be specifically endorsed to include the CITY, its officers, agents, employees, and volunteers, as additional insureds (for both ongoing and completed operations) under the policies.

2. The additional insured coverage under CONSULTANT’s insurance policies shall be “primary and noncontributory” with respect to any insurance or coverage v 08.22 B-2
maintained by CITY and shall not call upon CITY's insurance or self-insurance coverage for any contribution. The “primary and noncontributory” coverage in CONSULTANT’S policies shall be at least as broad as ISO form CG20 01 04 13.

3. Except for professional liability insurance or workers’ compensation insurance, the insurance policies shall include, in their text or by endorsement, coverage for contractual liability and personal injury.

4. By execution of this Agreement, CONSULTANT hereby grants to CITY a waiver of any right to subrogation which any insurer of CONSULTANT may acquire against CITY by virtue of the payment of any loss under such insurance. CONSULTANT agrees to obtain any endorsement that may be necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not CITY has received a waiver of subrogation endorsement from the insurer.

5. If the insurance is written on a Claims Made Form, then, following termination of this Agreement, said insurance coverage shall survive for a period of not less than five years.

6. The insurance policies shall provide for a retroactive date of placement coinciding with the Effective Date of this Agreement.

7. The limits of insurance required in this Agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of CITY (if agreed to in a written contract or agreement) before CITY’S own insurance or self-insurance shall be called upon to protect it as a named insured.

8. It shall be a requirement under this Agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits shall be available to CITY or any other additional insured party.

Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured; whichever is greater. No representation is made that the minimum insurance requirements of this Agreement are sufficient to cover the obligations of the CONSULTANT under this Agreement.

9. CONSULTANT agrees to ensure that subcontractors, and any other party involved with the Services, who is brought onto or involved in the performance of the Services by CONSULTANT, provide the same minimum insurance coverage required of CONSULTANT, except as with respect to limits. CONSULTANT agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Agreement. CONSUTLANT agrees that upon request by CITY, all agreements with, and insurance compliance documents v 08.22 B-3
provided by, such subcontractors and others engaged in the performance of Services will be submitted to CITY for review.

10. CONSULTANT agrees to be responsible for ensuring that no contract used by any party involved in any way with the Services reserves the right to charge CITY or CONSULTANT for the cost of additional insurance coverage required by this Agreement. Any such provisions are to be deleted with reference to CITY. It is not the intent of CITY to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against CITY for payment of premiums or other amounts with respect thereto.

C. Deductibles and SIR’s. Any deductibles or self-insured retentions in CONSULTANT's insurance policies must be declared to and approved by the CITY and shall not reduce the limits of liability. Policies containing any self-insured retention (SIR) provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or CITY or other additional insured party. At CITY's option, the deductibles or self-insured retentions with respect to CITY shall be reduced or eliminated to CITY's satisfaction, or CONSULTANT shall procure a bond guaranteeing payment of losses and related investigations, claims administration, attorney’s fees and defense expenses.

D. Proof of Insurance. CONSULTANT shall provide to the PROJECT MANAGER all of the following: (1) Certificates of Insurance evidencing the insurance coverage required in this Agreement; (2) a copy of the policy declaration page and/or endorsement page listing all policy endorsements for the commercial general liability policy, and (3) excerpts of policy language or specific endorsements evidencing the other insurance requirements set forth in this Agreement. CITY reserves the right to obtain a full certified copy of any insurance policy and endorsements from CONSULTANT. Failure to exercise this right shall not constitute a waiver of the right to exercise it later. The insurance shall be approved as to form and sufficiency by the CITY.
____________________________________________________________________________________

FOR CITY CLERK ONLY
Council Meeting:

Disposition:

Agenda Item No: 4.c
Meeting Date: February 18, 2025

SAN RAFAEL CITY COUNCIL AGENDA REPORT
Department: Finance
Prepared by: Paul Navazio, Finance Director City Manager Approval: _________ TOPIC: CITY QUARTERLY INVESTMENT REPORT
SUBJECT: ACCEPTANCE OF CITY OF SAN RAFAEL QUARTERLY INVESTMENT REPORT FOR THE QUARTER ENDING DECEMBER 31, 2024
RECOMMENDATION:

Staff recommends that the City Council accept the investment report for the quarter ending December 31, 2024, as presented.

BACKGROUND:

Under the State of California Government Code Section 53601 and the City’s investment policy, last approved by the City Council on June 17, 2024, staff provides the City Council with a quarterly report on the City's investment activities and liquidity. The report includes the cost of each investment, the interest rates (yield), maturity dates, and market value.

The City invests some of its pooled funds in the Local Agency Investment Fund (LAIF), a state-run investment pool. Beginning in March 2014, the City incorporated an investment strategy that added purchases of securities outside of LAIF with the assistance of an investment advisor. The City’s current investment advisor is Chandler Asset Management.

ANALYSIS:

As of December 31, 2024, the City’s Treasury consisted of investments with a total market value of $116,426,173 consisting of $67,822,776 in the City’s primary Local Agency Investment Fund (LAIF) account and $48,603,397 in externally managed investments (which includes $893,500 of Pt. San Pedro Assessment District bonds). An additional $10,983,979 represents cash balances in the City’s various operating bank accounts, including Westamerica Bank ($10,120,123), Bank of the Marin ($593,461), and Bank of Montreal ($270,395).

As of December 31, 2024, the weighted-average yield on the portfolio was 4.44%, which results from an effective yield of 4.53% for the City’s investments in the Local Agency Investment Fund and a yield of

4.31% for the externally managed investments. The overall return on the total portfolio for the quarter SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 2
ending December 31, 2024, was 4.45%, with a weighted average maturity of 0.97 years, and compares favorably to the benchmark (1-3 Year Treasury Index) of 4.25%. This favorable variance is due to the improved interest rate environment over the past year, as new higher-yield investments are being made, replacing lower-yield investments, primarily upon maturity.

The City’s investment portfolio maintains strong diversification and is experiencing growth in interest income due to higher market rates. All investments comply with the City’s investment policy and California Government Code.

Economic Outlook:

As broadly anticipated, the Federal Open Market Committee (FOMC) reduced the Fed Funds Rate by 25 basis points to the range of 4.25 - 4.5% at the December meeting. Although the cut was widely anticipated, market participants viewed the trajectory of rates in the SEP as ‘hawkish.’ Chair Jerome Powell reiterated previous statements indicating the economy is in a good place and that the monetary policy is well positioned. The Fed released the quarterly Summary of Economic Projections (SEP), which now forecasts a higher central tendency of core inflation and a higher longer-run Fed Funds forecast. In our Asset Management’s view, the updated SEP reflects the continued resiliency of the US economy and the corresponding risk of inflation taking longer to reach the FOMC’s two percent objective in 2025.

The City will continue to watch market trends and refine its investment strategy, as appropriate, to improve the investment portfolio’s performance while ensuring its primary goals of preservation of principal, liquidity, and yield.

The attachments include:

1. Quarterly Investment Portfolio Report

2. Historical Activity by Quarter summarizing the City’s investments

3. The City’s Investment Report from Chandler Asset Management for the period ending December 31, 2024, which includes a listing of all holdings and transaction activity details for the reporting period
FISCAL IMPACT:

No financial impact occurs by adopting the report. The City continues to meet the priority investment principles - safety, liquidity, yield, and diversification. The portfolio is still conservatively invested, and sufficient liquidity exists to meet daily operating and capital project requirements for the next six months.

As defined for this report, operating funds exclude cash held with fiscal agents to pay bond principal and interest.

RECOMMENDED ACTION:

Staff recommends that the City Council accept the investment report for the quarter ending December 31, 2024, as presented.

ATTACHMENTS:

1. Quarterly Investment Portfolio Report

2. Historical Activity by Quarter Report

3. Chandler Asset Management – Investment Report: Period Ending December 31, 2024 SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 3
I CERTIFY THAT ALL INVESTMENTS MADE ARE IN CONFORMANCE WITH THE CITY’S APPROVED INVESTMENT POLICY AND STATE INVESTMENT REGULATIONS. THE CITY HAS

SUFFICIENT LIQUIDITY TO MEET ALL OF THE OBLIGATIONS REQUIRED DURING THE NEXT SIX-MONTH PERIOD.

Paul Navazio
Finance Director
% Yield
LAIF $ 67,213,508 99.1% 4.57%
Cash (Receivable) $ 609,268 0.9% 0.00%
Total Internally Managed $ 67,822,776 58.3%
Weighted Average Yield 4.53%
Days
Effective Average Duration - Internal 1
Weighted Average Maturity - Internal 1
% Yield
Money Market Fund $ 219,455 0.5% 4.49%
Treasury Securities $ 15,615,384 32.1% 3.80%
Instrumentality Securities $ 9,016,594 18.6% 4.42%
Corporate Notes $ 11,848,951 24.4% 4.82%
Asset-Backed $ 5,194,081 10.7% 4.84%
Cash (Receivable) $ 2,131 0.0% 0.00%
Commercial Paper $ 748,555 1.5% 5.43%
CMO $ 4,125,160 8.5% 4.44%
Supranational $ 939,586 1.9% 4.53%
Pt. San Pedro Assessment District $ 893,500 1.8% 5.25%
Total Externally Managed $ 48,603,397 41.7%
Weighted Average Yield 4.31%
Years
Effective Average Duration - External 1.84
Weighted Average Maturity - External 2.22
Total Portfolio Assets % Yield
LAIF $ 67,213,508 57.7% 4.57%
Money Market Fund $ 219,455 0.2% 4.49%
Treasury Securities $ 15,615,384 13.4% 3.80%
Instrumentality Securities $ 9,016,594 7.7% 4.42%
Corporate Notes $ 11,848,951 10.2% 4.82%
Asset-Backed $ 5,194,081 4.5% 4.84%
Cash (Receivable) $ 611,399 0.5% 0.00%
Commercial Paper $ 748,555 0.6% 5.43%
CMO $ 4,125,160 3.5% 4.44%
Supranational $ 939,586 0.8% 4.53%
Pt. San Pedro Assessment District $ 893,500 0.8% 5.25%
Total Portfolio Assets $ 116,426,173 100.0%
Weighted Average Yield 4.44%
Years
Effective Average Duration - Total 0.81
Weighted Average Maturity - Total 0.97
Based on Market Values
December 31, 2024
City of San Rafael
Quarterly Investment Portfolio Report
Externally Managed Assets
Internally Managed Assets
LAIF

99.1%
Cash
(Receivable)

0.9%
Money Market
Fund

0.5%
Treasury
Securities

32.1%
Instrumentality
Securities

18.6%
Corporate
Notes

24.4%
Asset-Backed

10.7%
Cash
(Receivable)

0.0%
Commercial
Paper

1.5% CMO

8.5%
Supranational

1.9% Pt. San Pedro
Assessment
District

1.8%
LAIF

57.7%
Money Market
Fund

0.2%
Treasury
Securities

13.4%
Instrumentality
Securities

7.7%
Corporate
Notes

10.2%
Asset-Backed

4.5%
Cash
(Receivable)

0.5%
Commercial
Paper

0.6%
CMO

3.5%
Supranational

0.8%
Pt. San Pedro
Assessment
District

0.8%
Attachment 1
Internally Managed Assets % Return % Return % Return % Return LAIF $ 67,213,508 99.1% 4.57% $ 60,496,038 98.9% 4.57% $ 59,849,234 100.0% 4.52% $ 53,463,594 100.0% 4.27% Cash (Receivable) $ 609,268 0.9% 0.00% $ 692,545 1.1% 0.00% Total Internally Managed $ 67,822,776 58.3% $ 61,188,583 55.7% $ 59,849,234 55.8% $ 53,463,594 52.9% Weighted Average Yield 4.53% 4.52% 4.52% 4.27%
Externally Managed Assets % Return % Return % Return % Return Cash $ 2,131 0.0% 0.00% $ 1,427 0.0% 0.00% $ 38,820 0.1% 0.00% $ 608,112 0.0% 0.00% Commercial Paper $ 748,555 1.5% 5.43% $ 739,604 1.5% 0.00% $ 727,857 1.5% 5.43% $ - 0.0% 0.00% Money Market Fund $ 219,455 0.5% 4.49% $ 1,110,193 2.3% 4.49% $ 59,761 0.1% 4.89% $ 287,457 0.6% 4.89% Treasury Securities $ 15,615,384 32.1% 3.80% $ 15,268,781 31.3% 3.80% $ 16,576,763 34.5% 3.40% $ 13,932,479 29.3% 2.79% Instrumentality Securities $ 9,016,594 18.6% 4.42% $ 9,099,833 18.7% 4.42% $ 7,976,068 16.6% 4.22% $ 12,165,418 25.6% 2.91% Corporate Notes $ 11,848,951 24.4% 4.82% $ 11,999,405 24.6% 4.82% $ 11,494,546 23.9% 4.77% $ 10,855,380 22.8% 4.45% Asset Backed $ 5,194,081 10.7% 4.84% $ 5,432,707 11.2% 4.84% $ 5,524,308 11.5% 4.85% $ 5,253,902 11.0% 4.82% Negotiable CD 0.0% $ - 0.0% 0.00% $ - 0.0% 0.00% $ - 0.0% 0.00% Collateralized Mortgage Obligations (CMO) $ 4,125,160 8.5% 4.44% $ 3,849,645 7.9% 4.44% $ 3,737,626 7.8% 4.44% $ 3,212,043 6.7% 4.36% Supranational $ 939,586 1.9% 4.53% $ 315,102 0.6% 4.53% $ 305,116 0.6% 4.53% $ 306,643 0.6% 4.53% Municipal/Assessment District $ 893,500 1.8% 5.25% $ 893,500 1.8% 5.25% $ 986,700 2.1% 5.25% $ 986,700 2.1% 5.25% Total Externally Managed $ 48,603,397 41.7% $ 48,710,196 44.3% $ 47,427,565 44.2% $ 47,608,135 47.1% Weighted Average Yield 4.31% 4.32% 4.20% 3.57%
Years Years Years Years
Effective Average Duration - External 1.84 1.84 1.83 1.71 Weighted Average Maturity - External 2.22 2.22 2.20 2.13 Total Portfolio Assets % Return % Return % Return % Return LAIF $ 67,213,508 57.73% 4.57% $ 60,496,038 55.0% 4.57% $ 59,849,234 55.8% 4.52% $ 53,463,594 55.2% 4.27% Cash $ 611,399 0.53% 0.00% $ 693,972 0.6% 0.00% $ 38,820 0.0% 0.00% $ 608,112 0.6% 0.00% Commercial Paper $ 748,555 0.64% 5.43% $ 739,604 0.7% 5.43% $ 727,857 0.7% 5.43% $ - 0.0% 0.00% Money Market Fund $ 219,455 0.19% 4.49% $ 1,110,193 1.0% 4.49% $ 59,761 0.1% 4.89% $ 287,457 0.3% 4.89% Treasury Securities $ 15,615,384 13.41% 3.80% $ 15,268,781 13.9% 3.80% $ 16,576,763 15.5% 3.40% $ 13,932,479 14.4% 2.79% Instrumentality Securities $ 9,016,594 7.74% 4.42% $ 9,099,833 8.3% 4.42% $ 7,976,068 7.4% 4.22% $ 12,165,418 12.6% 2.91% Corporate Notes $ 11,848,951 10.18% 4.82% $ 11,999,405 10.9% 4.82% $ 11,494,546 10.7% 4.77% $ 10,855,380 11.2% 4.45% Asset Backed $ 5,194,081 4.46% 4.84% $ 5,432,707 4.9% 4.84% $ 5,524,308 5.1% 4.85% $ 5,253,902 5.4% 4.82% Collateralized Mortgage Obligations (CMO) $ 4,125,160 3.54% 4.44% $ 3,849,645 3.5% 4.44% $ 3,737,626 3.5% 4.44% $ 3,212,043 3.3% 4.36% Supranational $ 939,586 0.81% 4.53% $ 315,102 0.3% 4.53% $ 305,116 0.3% 4.53% $ 306,643 0.3% 4.53% Municipal/Assessment District $ 893,500 0.77% 5.25% $ 893,500 0.8% 5.25% $ 986,700 0.9% 5.25% $ 986,700 1.0% 5.25% Total Portfolio Assets $ 116,426,173 100.00% $ 109,898,779 100.0% $ 107,276,798 100.0% $ 101,071,729 104% Weighted Average Yield 4.44% 4.43% 4.38% 3.94%
Years Years Years Years
Effective Average Duration - Total 0.81 0.81 0.79 0.81
Weighted Average Maturity - Total 0.97 0.97 0.96 0.99
City of San Rafael
Historical Activity-By Quarter
December 31, 2024 September 30, 2024 June 30, 2024 March 31, 2024 Attachment 2

INVESTMENT REPORT
City of San Rafael | As of December 31, 2024
CHANDLER ASSET MANAGEMENT | chandlerasset.com
Chandler Team:

For questions about your account, please call (800) 317-4747, or contact [email protected]
Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures at the end of the statement.

Attachment 3

TABLE OF CONTENTS
City of San Rafael | As of December 31, 2024

ECONOMIC UPDATE

ACCOUNT PROFILE

CONSOLIDATED INFORMATION

PORTFOLIO HOLDINGS

TRANSACTIONS
1 ECONOMIC UPDATE
2 


Recent economic data suggests continued growth fueled by a resilient consumer. Inflationary trends have subsided, but some components remain sticky, and core levels remain above the Fed’s target. The labor market reflects improved balance between supply and demand for workers. While job creation has been robust, continuing jobless claims remain elevated. Given the economic outlook, we expect gradual normalization of monetary policy and a steepening yield curve.

As broadly anticipated, the Federal Open Market Committee (FOMC) reduced the Fed Funds Rate by 25 basis points to the range of 4.25-

4.50% at the December meeting. Although the cut was widely anticipated, market participants viewed the trajectory of rates in the SEP as ‘hawkish.’ Chair Jerome Powell reiterated previous statements indicating the economy is in a good place and that monetary policy is well positioned. The Fed released the quarterly Summary of Economic Projections (SEP), which now forecasts a higher central tendency of core inflation and a higher longer run Fed Funds forecast. In the Chandler team’s view, the updated SEP reflects the continued resiliency of the US economy and the corresponding risk of inflation taking longer to reach the FOMC’s two percent objective in 2025.

US Treasury yields shifted higher in December and the curve steepened. The 2-year Treasury yield increased 9 basis points to 4.24%, the 5- year Treasury rose 33 basis points to 4.38%, and the 10-year Treasury yield surged 40 basis points to 4.57%. The spread between the 2-year and 10-year Treasury yield points on the curve increased to +33 basis points at December month-end versus +2 basis points at November month-end. The spread between the 2-year Treasury and 10-year Treasury yield one year ago was -37 basis points. The spread between the 3-month and 10-year Treasury yield points on the curve increased to +25 basis points in December from -32 basis points in November.

ECONOMIC UPDATE
3 -400
-200
0 200
400
600
800
1,000 MOM Change In Thousands (000's)
Nonfarm Payroll (000's)
Non-farm Payroll (000's)
3-month average (000's)

0.0%

5.0%

10.0%

15.0%

20.0%

25.0%
Unemployment Rate
Underemployment Rate (U6)
Unemployment Rate (U3)
Rate (%)
The U.S. economy added 256,000 jobs in December, far exceeding consensus expectations. Gains were led by health care, retail, and leisure sectors, while manufacturing shed jobs. The three-month moving average and six-month moving average payrolls totaled 170,000 and 165,000 respectively. The unemployment rate declined to 4.1% in December, and the labor participation rate was unchanged at

62.5%, remaining below the pre-pandemic level of 63.3%. The U-6 underemployment rate, which includes those who are marginally attached to the labor force and employed part time for economic reasons fell to 7.5%. Average hourly earnings moderated to an increase of 3.9% year-over-year in December.

Source: US Department of Labor Source: US Department of Labor

EMPLOYMENT
4 0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
Job Openings
Recession
Historical Average
In Thousands (000's)
The Labor Department’s Job Openings and Labor Turnover Survey (JOLTS) rose to 8.098 million new job openings in November, which represented an increase from the upwardly revised 7.839 million job openings in October. Job openings indicate a ratio of 1.1 jobs for each unemployed individual, representing a relatively balanced labor market.

Source: US Department of Labor

JOB OPENINGS & LABOR TURNOVER SURVEY
5 0.0%

1.0%

2.0%

3.0%

4.0%

5.0%

6.0%

7.0%

8.0%

9.0%

10.0%
Consumer Price Index (CPI)
CPI YOY % Change
Core CPI YOY % Change
YOY (%) Change

0.0%

1.0%

2.0%

3.0%

4.0%

5.0%

6.0%

7.0%

8.0%

9.0%

10.0%
Personal Consumption Expenditures (PCE)
PCE Price Deflator YOY % Change
PCE Core Deflator YOY % Change
Fed Target
YOY (%) Change
In December, the Consumer Price Index (CPI) rose 0.4% month-over-month and 2.9% year-over-year. The Core CPI, which excludes volatile food and energy components, rose 0.2% month-over-month and 3.2% year-over-year, slowing from last month and coming in lower than consensus expectations. The Personal Consumption Expenditures (PCE) Index rose 0.1% from the previous month and 2.4% year-over-year in November versus a 2.3% increase in October. The Core PCE deflator (the Fed’s preferred gauge) increased 0.1% month-over-month, below recent small month-over-month rises and 2.8% over the past year. Core prices are exhibiting what Fed Chair Powell describes as “sideways” movement. Although inflation has moderated, price increases remain above the Fed’s 2% target.

Source: US Department of Labor Source: US Department of Commerce

INFLATION
6 -30.0%
-20.0%
-10.0%

0.0%

10.0%

20.0%

30.0%

40.0%

50.0%

60.0%
Retail Sales YOY % Change
YOY (%) Change
December Retail Sales advanced broadly, providing evidence of a solid pace of consumer spending in the holiday season. Retail Sales rose 0.4% in December, after an increase of 0.8% in November and below the consensus expectation of 0.6%. Spending was solid for motor vehicles and non-store retailers, as well as for most other categories associated with the winter holidays. On a year-over-year basis, Retail Sales grew 3.9% in December versus 4.1% in November. The Retail Sales Control Group, which are used to calculate gross domestic product, increased 0.7% in December, the most in three months, exceeding expectations of 0.4%. The Conference Board’s Consumer Confidence Index declined to 104.7 in December from an upwardly revised 112.8 in November. Consumers' assessment about future business conditions and outcomes were substantially less optimistic and there was increased pessimism about future employment prospects. While the consumer has been resilient, low savings rates, growing credit card debt, higher delinquencies, and a moderating labor market pose potential risks to future spending.
0 20
40 60
80 100
120
140
160
Index Level
Consumer Confidence
Recession
Source: US Department of Commerce Source: The Conference Board All time high is 144.70 (1/31/00); All time low is 25.30 (2/28/09)

CONSUMER
7 -25.0%
-20.0%
-15.0%
-10.0%
-5.0%

0.0%

5.0%

10.0%

15.0%
Leading Economic Indicators (LEI)
Recession
YOY (%) Change
-1.00
-0.75
-0.50
-0.25

0.00 0.25

0.50 0.75

1.00 Chicago Fed National Activity Index (CFNAI)
Recession
3 Month Average
The Conference Board’s Leading Economic Index (LEI) increased 0.3% in November reversing its -0.4% decline in October due to a rebound in building permits, continued support from equities, improvement in average hours worked in manufacturing, and fewer initial unemployment claims. The LEI decreased year-over-year by -3.5%. According to the Conference Board, the rise in LEI is a positive sign for future activity in the US and is consistent with an expectation for moderate growth at the end of 2024 and into early 2025. The Chicago Fed National Activity Index (CFNAI) improved to -0.12 in November from -0.50 in October. The three-month moving average fell to -0.31 in November from -0.27 in October, indicating below-trend growth expectations for the economy.

Source: The Conference Board Source: Federal Reserve Bank of Chicago

LEADING INDICATORS OF ECONOMIC ACTIVITY
8 0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
2,000
2,200
2,400
In Thousands of Units
Annualized Housing Starts
Multi Family Housing Starts
Single Family Housing Starts
Housing starts surged by 15.8% in December to 1.5 million units after declining in the prior three months. Total starts are down 4.4% compared to December 2023. The supply of existing homes is gradually becoming more abundant after the period of scarcity as homeowners held onto their low mortgage rates. The Freddie Mac 30-year fixed rate mortgage averaged approximately 6.7% in December. According to the Case-Shiller 20-City Home Price Index, housing prices rose 4.2% year-over-year in October, decelerating from

4.6% reported in the previous month. With more inventory entering the market the trend is gradually improving; however higher mortgage rates continue to impact affordability.

Source: US Department of Commerce Source: S&P
-20.0%
-16.0%
-12.0%
-8.0%
-4.0%

0.0%

4.0%

8.0%

12.0%

16.0%

20.0%

24.0%
S&P/Case-Shiller 20 City Composite Home Price Index
Recession
YOY (%) Change

HOUSING
9 40
45 50
55 60
65 70
Institute of Supply Management (ISM) Surveys
ISM Manufacturing ISM Services

EXPANDING

CONTRACTING
The Institute for Supply Management (ISM) Manufacturing index rose more than forecast to 49.3 in December from 48.4 in November.

While the index has posted contractionary readings for the past nine months, New Orders and Prices indices continued in expansion territory and the Production Index returned to expansion this month. The Backlog of Orders Index and Employment Index remained in contraction. The ISM Services Index rose to 54.1 in December from 52.1 in November while marking the sixth straight month of expansion.

Robust business activity ahead of the new year and mitigating risks of potential tariffs were the key drivers. A reading over 50 indicates expansion, while a reading under 50 indicates contraction.

Source: Institute for Supply Management

SURVEY BASED MEASURES
10 Components of GDP 12/23 3/24 6/24 9/24

2.3% 1.3% 1.9% 2.5%

0.2% 0.6% 1.5% 0.2%

0.1% -0.6% -0.9% -0.4%

0.0% 0.0% 0.3% 0.6%

0.6% 0.3% 0.3% 0.3%

3.2% 1.6% 3.0% 3.1%
State and Local (Consumption and Gross
Investment)
Personal Consumption Expenditures
Gross Private Domestic Investment
Net Exports and Imports
Federal Government Expenditures
Total
-40.0%
-30.0%
-20.0%
-10.0%

0.0%

10.0%

20.0%

30.0%

40.0%
Gross Domestic Product (GDP)
GDP QOQ % Change
GDP YOY % Change
Source: US Department of Commerce Source: US Department of Commerce According to the third estimate, third quarter GDP increased at an annualized rate of 3.1% compared to 2.8% from the second estimate.

Growth continues to be powered by personal consumption expenditures. Government consumption expenditures and nonresidential fixed investment also had positive contributions, with negative offsets by net exports, residential investment, and change in private inventories. The consensus projection calls for 2.4% growth in the fourth quarter and 2.7% growth for the full year 2024.

GROSS DOMESTIC PRODUCT (GDP)
11 Source: Federal Reserve Source: Bloomberg
0 1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
7,000,000
8,000,000
9,000,000
10,000,000
Federal Reserve Balance Sheet Assets
Recession
In $ millions
As broadly anticipated, the Federal Open Market Committee (FOMC) reduced the Fed Funds Rate by 25 basis points to the range of 4.25-

4.50% at the December meeting. There was one dissenting vote by Cleveland Fed President Beth Hammack who would have preferred no change in rates. Although a reduction in rates was widely anticipated, market participants viewed the trajectory of rates in the SEP as ‘hawkish.’ Chair Jerome Powell reiterated previous statements that monetary policy is “well positioned” and the outlook remains roughly balanced between the dual mandate of maximum employment and price stability. Economic activity is expanding at a solid pace, labor market conditions have “generally eased”, and the unemployment rate “remains low.” The Fed released the quarterly Summary of Economic Projections (SEP) which now forecasts a higher, longer run median Fed Funds rate expectation among Fed Governors at 2.8 –

3.6%. The Fed continues to reduce its holdings of U.S. Treasury securities and agency mortgage-backed securities as per its predefined schedule of $25 billion and $35 billion per month. Since the Fed began its Quantitative Tightening campaign in June 2022, securities holdings have declined by approximately $1.9T to approximately $7.0T.

0.00%

1.00%

2.00%

3.00%

4.00%

5.00%

6.00%
Effective Federal Funds Rate
Recession
Yield (%)

FEDERAL RESERVE
12 Source: Bloomberg Source: Bloomberg

0.0%

1.0%

2.0%

3.0%

4.0%

5.0%

6.0%
US Treasury Note Yields
2-Year
5-Year
10-Year
Yield (%)

0.0%

1.0%

2.0%

3.0%

4.0%

5.0%

6.0%
US Treasury Yield Curve
Dec-24
Sep-24
Dec-23
Yield (%)
At the end of December, the 2-year Treasury yield was 1 basis point lower, and the 10-Year Treasury yield was 69 basis points higher, year-over-year. The spread between the 2-year and 10-year Treasury yield points on the curve increased to +33 basis points at December month-end versus +2 basis points at November month-end. The yield curve inversion which began in July 2022 was historically long. The average historical spread (since 2004) is about +99 basis points. The 3-month and 10-year Treasury yield curve normalized to +25 basis points in December from -32 basis points in November.

BOND YIELDS
13 ACCOUNT PROFILE
14 OBJECTIVES
City of San Rafael | | As of December 31, 2024
Investment Objectives
Safety of principal is the foremost objective of the investment program. The investment portfolio shall remain sufficiently liquid to meet all requirements that may be reasonably anticipated. The investment portfolio shall be designed with the objective of attaining a market rate of return throughout budgetary and economic cycles, taking into account the investment risk constraints and liquidity needs.

Chandler Asset Management Performance Objective
The performance objective for the portfolio is to earn a total rate of return through a market cycle that is equal to or above the return on the benchmark index.

Strategy
In order to achieve this objective, the portfolio invests in high-quality fixed income securities that comply with the investment policy and all regulations governing the funds. 15 PORTFOLIO CHARACTERISTICS
City of San Rafael | Account #11045 | As of December 31, 2024 Benchmark* 12/31/2024
Portfolio
9/30/2024
Portfolio
Average Maturity (yrs) 1.84 2.21 2.22
Average Modified Duration 1.74 1.83 1.84
Average Purchase Yield 4.51% 4.39%
Average Market Yield 4.25% 4.45% 4.01%
Average Quality** AA+ AA AA
Total Market Value 48,090,583 48,130,638
*Benchmark: ICE BofA 1-3 Year US Treasury & Agency Index **The credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch. 16 SECTOR DISTRIBUTION
City of San Rafael | Account #11045 | As of December 31, 2024 Sector as a Percentage of Market Value
Sector 12/31/2024 09/30/2024
US Treasury 32.73% 31.93%
Corporate 24.84% 25.09%
Agency 18.90% 19.03%
ABS 10.89% 11.36%
Agency CMBS 8.65% 8.05%
Supras 1.97% 0.66%
Comm Paper 1.57% 1.55%
Money Mkt Fd 0.46% 2.32%
17 ISSUERS
City of San Rafael | Account #11045 | As of December 31, 2024 Issuer Investment Type % Portfolio
Government of The United States US Treasury 32.73%
Federal Home Loan Banks Agency 11.96%
FHLMC Agency CMBS 8.65%
Farm Credit System Agency 6.93%
American Express Credit Master Trust ABS 2.29%
John Deere Owner Trust ABS 1.85%
Mitsubishi UFJ Financial Group, Inc. Comm Paper 1.57%
Bank of America Credit Card Trust ABS 1.56%
Chevron Corporation Corporate 1.45%
International Bank for Recon and Dev Supras 1.33%
Toyota Auto Receivables Owner Trust ABS 1.32%
Honda Auto Receivables Owner Trust ABS 1.30%
The Home Depot, Inc. Corporate 1.27%
Bank of Montreal Corporate 1.27%
PACCAR Inc Corporate 1.26%
Bank of America Corporation Corporate 1.23%
Toyota Motor Corporation Corporate 1.22%
The Toronto-Dominion Bank Corporate 1.21%
Caterpillar Inc. Corporate 1.16%
Cisco Systems, Inc. Corporate 1.16%
National Rural Utilities Cooperative Corporate 1.16%
Royal Bank of Canada Corporate 1.16%
NextEra Energy, Inc. Corporate 1.15%
Prologis, Inc. Corporate 1.13%
State Street Corporation Corporate 1.11%
Deere & Company Corporate 1.05%
Chase Issuance Trust ABS 1.05%
PepsiCo, Inc. Corporate 1.05%
Chubb Limited Corporate 1.03%
Realty Income Corporation Corporate 1.01%
18 ISSUERS
City of San Rafael | Account #11045 | As of December 31, 2024 Issuer Investment Type % Portfolio
Morgan Stanley Corporate 1.01%
BNY Mellon Corp Corporate 0.74%
Public Service Enterprise Group Inco Corporate 0.68%
International Finance Corporation Supras 0.64%
Eli Lilly and Company Corporate 0.64%
BMW Vehicle Owner Trust ABS 0.64%
U.S. Bancorp Money Mkt Fd 0.46%
JPMorgan Chase & Co. Corporate 0.42%
MERCEDES-BENZ AUTO RECEIVABLES TRUST ABS 0.38%
Merck & Co., Inc. Corporate 0.27%
Mercedes-Benz Auto Lease Trust ABS 0.25%
BMW Vehicle Lease Trust ABS 0.23%
Cash Cash 0.00%
TOTAL 100.00%
19 QUALITY DISTRIBUTION
Rating 12/31/2024 09/30/2024
AAA 8.9% 9.9%
AA 61.8% 60.6%
A 23.9% 24.1%
NR 5.3% 5.4%
Rating 12/31/2024 09/30/2024
AAA 71.5% 71.3%
AA 3.3% 1.4%
A 21.7% 23.7%
NR 3.5% 3.5%
Rating 12/31/2024 09/30/2024
AAA 16.4% 17.8%
AA 60.3% 59.7%
A 9.1% 9.2%
NR 14.2% 13.3%
City of San Rafael | Account #11045 | As of December 31, 2024 S&P Rating Moody’s Rating Fitch Rating
20 0-.25 .25-.5 .5-1 1-2 2-3 3-4 4-5 5-7 7+
Portfolio 4.6% 4.3% 19.0% 31.6% 25.6% 10.6% 4.3% 0.0% 0.0% ICE BofA 1-3 Year US Treasury & Agency Index 0.0% 0.0% 3.9% 59.8% 36.2% 0.0% 0.0% 0.0% 0.0%

DURATION DISTRIBUTION
City of San Rafael | Account #11045 | As of December 31, 2024 Portfolio Compared to the Benchmark
21 3 Months 12 Months 2 Years 3 Years 5 Years 10 Years Since Inception

TOTAL RATE OF RETURN
City of San Rafael (0.06%) 4.50% 4.63%
Benchmark (0.05%) 4.09% 3.99%
*Periods over 1 year are annualized.

Benchmark: ICE BofA 1-3 Year US Treasury & Agency Index Total rate of return: A measure of a portfolio’s performance over time. It is the internal rate of return, which equates the beginning value of the portfolio with the ending market value; it includes interest earnings, realized and unrealized gains and losses in the portfolio.

INVESTMENT PERFORMANCE
City of San Rafael | Account #11045 | As of December 31, 2024 Total Rate of Return : Inception | 02/01/2023
22 HISTORICAL AVERAGE PURCHASE YIELD
City of San Rafael | Account #11045 | As of December 31, 2024 Purchase Yield as of 12/31/24 = 4.51%
23 PORTFOLIO CHARACTERISTICS
San Rafael Reporting | Account #11046 | As of December 31, 2024 12/31/2024
Portfolio
9/30/2024
Portfolio
Average Maturity (yrs) 0.00 0.00
Average Modified Duration 0.00 0.00
Average Purchase Yield 4.39% 4.52%
Average Market Yield 4.39% 4.52%
Average Quality** AAA AAA
Total Market Value 67,822,776 61,188,584
*Benchmark: NO BENCHMARK REQUIRED
**The credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch. 24 SECTOR DISTRIBUTION
San Rafael Reporting | Account #11046 | As of December 31, 2024 Sector as a Percentage of Market Value
Sector 12/31/2024 09/30/2024
LAIF 99.10% 98.87%
Cash 0.90% 1.13%
25 CONSOLIDATED INFORMATION
26 PORTFOLIO CHARACTERISTICS
San Rafael Cons | Account #11047 | As of December 31, 2024 12/31/2024
Portfolio
9/30/2024
Portfolio
Average Maturity (yrs) 0.91 0.97
Average Modified Duration 0.76 1.82
Average Purchase Yield 4.44% 4.46%
Average Market Yield 4.41% 4.30%
Average Quality** AA AA
Total Market Value 115,913,359 109,319,222
*Benchmark: NO BENCHMARK REQUIRED
**The credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch. 27 SECTOR DISTRIBUTION
San Rafael Cons | Account #11047 | As of December 31, 2024 Sector as a Percentage of Market Value
Sector 12/31/2024 09/30/2024
LAIF 58.18% 55.50%
US Treasury 13.52% 14.01%
Corporate 10.26% 11.01%
Agency 7.80% 8.35%
ABS 4.50% 4.98%
Agency CMBS 3.57% 3.53%
Supras 0.81% 0.29%
Comm Paper 0.65% 0.68%
Cash 0.53% 0.64%
Money Mkt Fd 0.19% 1.02%
28 PORTFOLIO HOLDINGS
29 HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
ABS
05593AAC3 BMWLT 2023-1 A3 5.16
11/25/2025 111,740.82 --5.32%
111,932.36
111,754.17
100.07

4.67%
111,819.22

96.10 0.23%

65.05 Aaa/AAA
NA

0.90 0.13
43815JAC7 HAROT 2023-1 A3 5.04
04/21/2027 114,041.75 02/16/20235.09%
114,020.56
114,030.02
100.34

4.57%
114,428.54
159.66

0.24%
398.52
Aaa/NA
AAA

2.30 0.65
02582JJT8 AMXCA 2022-2 A 3.39 05/17/2027 600,000.00 04/17/2023

4.65%
585,632.81
596,556.05

99.56 4.65%
597,334.20
904.00

1.25%
778.15
NA/AAA
AAA

0.37 0.36
58768PAC8 MBART 2022-1 A3 5.21
08/16/2027 181,278.37 02/15/20235.03%
182,213.09
181,722.43
100.45

4.59%
182,088.14
419.76

0.38%
365.70
Aaa/AAA
NA

2.62 0.65
89239HAD0 TAOT 2022-D A3 5.3 09/15/2027 327,320.61 02/10/2023

4.86%
331,181.97
329,200.83
100.59

4.55%
329,258.22
771.02

0.69%

57.39 Aaa/NA
AAA

2.71 0.73
47800CAC0 JDOT 2023 A3 5.01 11/15/2027 880,000.00 --

3.66%
882,243.24
881,164.95
100.45

4.51%
883,921.90
1,959.47

1.85%
2,756.94
Aaa/NA
AAA

2.87 0.81
58770JAD6 MBALT 2024-A A3 5.32
01/18/2028 120,000.00 05/17/20245.73%
119,985.96
119,988.31
101.19

4.64%
121,426.21
283.73

0.25%
1,437.91
Aaa/NA
AAA

3.05 1.60
891941AD8 TAOT 2023-B A3 4.71 02/15/2028 300,000.00 10/03/2023

5.68%
294,058.59
295,764.68
100.31

4.46%
300,923.79
628.00

0.63%
5,159.11
Aaa/NA
AAA

3.13 1.05
05592XAD2 BMWOT 2023-A A3 5.47
02/25/2028 90,000.00 07/11/20235.47%
89,984.05
89,989.10
100.87

4.55%
90,779.58

82.05 0.19%
790.48
NA/AAA
AAA

3.15 0.88
05522RDF2 BACCT 2022-2 A 5.0 04/17/2028 440,000.00 04/18/2023

4.59%
444,812.50
441,819.72
100.51

4.44%
442,253.24
977.78

0.93%
433.52
Aaa/AAA
NA

3.30 0.83
438123AC5 HAROT 2023-4 A3 5.67
06/21/2028 500,000.00 12/07/2023

5.10%
507,480.47
505,394.05
101.59

4.55%
507,950.80
787.50

1.06%
2,556.75
Aaa/NA
AAA

3.47 1.31
161571HT4 CHAIT 2023-1 A 5.16 09/15/2028 495,000.00 09/07/2023

5.17%
494,862.79
494,898.39
101.06

4.56%
500,246.51
1,135.20

1.05%
5,348.12
NR/AAA
AAA

3.71 1.59
02582JKD1 AMXCA 2023-3 A 5.23 09/15/2028 490,000.00 09/12/2023

5.29%
489,978.10
489,983.75
101.28

4.49%
496,263.03
1,138.98

1.04%
6,279.29
NA/AAA
AAA

3.71 1.59
05522RDH8 BACCT 2023-2 A 4.98 11/16/2026 300,000.00 02/20/2024

4.88%
301,125.00
300,771.04
100.97

4.48%
302,910.24
664.00

0.63%
2,139.20
Aaa/NA
AAA

1.88 1.75
096919AD7 BMWOT 2024-A A3 5.18
02/26/2029 210,000.00 06/04/20245.24%
209,968.10
209,971.88
101.18

4.48%
212,477.66
181.30

0.45%
2,505.78
Aaa/AAA
NA

4.16 1.55
Total ABS 5,159,381.55 4.82%
5,159,479.59
5,163,009.37
100.68

4.53%
5,194,081.27
10,188.54

10.89%
31,071.90
Aaa/AAA
AAA

2.78 1.05
30 HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
AGENCY
3130AV7L0 FEDERAL HOME LOAN BANKS 5.0
02/28/2025 1,100,000.00 03/02/20235.07%
1,098,548.00
1,099,884.32
100.09

4.32%
1,101,036.83
18,791.67

2.31%
1,152.51
Aaa/AA+
AA+

0.16 0.15
3130AWER7 FEDERAL HOME LOAN BANKS

4.625 06/06/2025 775,000.00 06/09/20234.67%
774,356.75
774,861.59
100.13

4.30%
776,015.15
2,489.15

1.63%
1,153.56
Aaa/AA+
AA+

0.43 0.42
3130ATHT7 FEDERAL HOME LOAN BANKS

4.375 09/12/2025 1,300,000.00 01/12/20234.28%
1,303,159.00
1,300,823.80
100.07

4.27%
1,300,896.00
17,220.49

2.73%

72.20 Aaa/AA+
AA+

0.70 0.67
3130ATUC9 FEDERAL HOME LOAN BANKS 4.5
12/12/2025 1,000,000.00 02/13/20234.32%
1,004,720.00
1,001,577.91
100.22

4.26%
1,002,180.88
2,375.00

2.10%
602.97
Aaa/AA+
AA+

0.95 0.91
3130AWGR5 FEDERAL HOME LOAN BANKS

4.375 06/12/2026 525,000.00 06/28/20234.43%
524,165.25
524,592.30
100.12

4.29%
525,639.46
1,212.24

1.10%
1,047.16
Aaa/AA+
AA+

1.45 1.38
3133EPSW6 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 08/14/2026 560,000.00 08/09/2023

4.58%
558,712.00
559,306.64
100.39

4.24%
562,196.15
9,590.00

1.18%
2,889.50
Aaa/AA+
AA+

1.62 1.52
3130AXU63 FEDERAL HOME LOAN BANKS

4.625 11/17/2026 500,000.00 12/18/20234.23%
505,325.00
503,428.22
100.64

4.26%
503,207.24
2,826.39

1.05%
(220.98)
Aaa/AA+
AA+

1.88 1.77
3133EP6K6 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 03/26/2027 1,000,000.00 04/24/2024

4.84%
990,700.00
992,891.83
100.50

4.26%
1,005,028.32
11,875.00

2.11%
12,136.49
Aaa/AA+
AA+

2.23 2.08
3133ERMB4 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.25 07/23/2027 750,000.00 07/18/20244.26% 749,767.50
749,801.90

99.83 4.32%
748,720.34
13,989.58

1.57%
(1,081.55)
Aaa/AA+
AA+

2.56 2.36
3133ERNP2 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.0 08/06/2027 1,000,000.00 08/19/2024

3.92%
1,002,290.00
1,002,006.13

99.24 4.31%
992,371.49
16,111.11

2.08%
(9,634.64)
Aaa/AA+
AA+

2.60 2.40
3130ATUS4 FEDERAL HOME LOAN BANKS 4.25
12/10/2027 500,000.00 05/15/2023

3.66%
512,310.00
507,914.10

99.86 4.30%
499,302.07
1,239.58

1.05%
(8,612.03)
Aaa/AA+
AA+

2.94 2.73
Total Agency 9,010,000.00 4.43%
9,024,053.50
9,017,088.74
100.07

4.28%
9,016,593.92
97,720.21

18.90%
(494.82)
Aaa/AA+
AA+

1.46 1.37

AGENCY CMBS
3137BVZ82 FHMS K-063 A2 3.43 01/25/2027 700,000.00 06/07/2023

4.53%
674,542.97
685,693.89

97.83 4.53%
684,843.32
2,000.83

1.44%
(850.57)
Aaa/AA+
AAA

2.07 1.82
3137F1G44 FHMS K-065 A2 3.243 04/25/2027 450,000.00 06/08/2023

4.39%
431,736.33
439,210.22

97.09 4.56%
436,900.37
1,216.13

0.92%
(2,309.86)
Aaa/AA+
AAA

2.31 2.10
31 HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
3137F2LJ3 FHMS K-066 A2 3.117 06/25/2027 350,000.00 04/18/2024

5.06%
330,654.30
334,970.40

96.71 4.56%
338,485.74
909.13

0.71%
3,515.33
Aaa/AA+
AAA

2.48 2.19
3137FBBX3 FHMS K-068 A2 3.244 08/25/2027 240,000.00 06/08/2023

4.34%
229,940.63
233,724.55

96.67 4.57%
231,996.48
648.80

0.49%
(1,728.07)
Aaa/AA+
AA+

2.65 2.42
3137FBU79 FHMS K-069 A2 3.187 09/25/2027 495,749.32 06/09/2023

4.41%
472,549.79
481,091.44

96.46 4.57%
478,193.44
1,316.63

1.00%
(2,897.99)
Aaa/AAA
AA+

2.73 2.48
3137FETN0 FHMS K-073 A2 3.35 01/25/2028 670,000.00 05/24/2023

4.27%
643,932.81
652,979.38

96.44 4.60%
646,174.60
1,870.42

1.35%
(6,804.79)
Aaa/AA+
AAA

3.07 2.75
3137FG6X8 FHMS K-077 A2 3.85 05/25/2028 780,000.00 05/24/2023

4.24%
765,679.69
770,315.07

97.28 4.70%
758,794.14
2,502.50

1.59%
(11,520.93)
Aaa/AA+
AAA

3.40 3.04
3137FJEH8 FHMS K-081 A2 3.9 08/25/2028 350,000.00 11/21/2024

4.53%
342,070.31
342,282.71

97.41 4.65%
340,928.95
1,137.50

0.71%
(1,353.77)
Aaa/AA+
AAA

3.65 3.30
3137FMTY8 FHMS K-094 A2 2.903 06/25/2029 225,000.00 06/21/2024

4.65%
207,764.65
209,573.36

92.82 4.71%
208,842.66
544.31

0.44%
(730.70)
Aaa/AA+
AAA

4.48 4.03
Total Agency CMBS 4,260,749.32 4.45%
4,098,871.48
4,149,841.04

96.83 4.60%
4,125,159.69
12,146.24

8.65%
(24,681.35)
Aaa/AA+
AAA

2.89 2.60
CASH
CCYUSD Receivable 2,130.94 --

0.00%
2,130.94
2,130.94

1.00 0.00%
2,130.94

0.00 0.00%

0.00 Aaa/AAA
AAA

0.00 0.00
Total Cash 2,130.94 0.00%
2,130.94
2,130.94

1.00 0.00%
2,130.94

0.00 0.00%

0.00 Aaa/AAA
AAA

0.00 0.00

COMMERCIAL
PAPER
62479LNG6 MUFG Bank, Ltd. - New York
Branch 01/16/2025 750,000.00 05/16/20245.43%
723,152.08
748,356.25

99.81 4.96%
748,554.75

0.00 1.57%
198.50
P-1/A-1
NA

0.04 0.04
Total Commercial
Paper 750,000.00 5.43%
723,152.08
748,356.25

99.81 4.96%
748,554.75

0.00 1.57%
198.50
P-1/A-1
NA

0.04 0.04

CORPORATE
166764BW9 CHEVRON CORP 1.554
05/11/2025 700,000.00 01/12/20233.65%
667,380.00
695,011.06

98.91 4.63%
692,388.95
1,510.83

1.45%
(2,622.11)
Aa2/AANA0.36

0.35 32

HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
78016FZT4 ROYAL BANK OF CANADA 4.875
01/12/2026 550,000.00 07/19/20235.34%
544,197.50
547,591.90
100.27

4.60%
551,487.26
12,586.98

1.16%
3,895.36
A1/A
AA1.030.97
69371RS49 PACCAR FINANCIAL CORP 4.45
03/30/2026 600,000.00 03/28/20234.47%
599,634.00
599,848.72

99.93 4.51%
599,557.16
6,749.17

1.26%
(291.56)
A1/A+
NA

1.24 1.19
00440EAV9 CHUBB INA HOLDINGS LLC 3.35
05/03/2026 500,000.00 03/09/20235.09%
475,060.00
489,410.83

98.45 4.56%
492,227.10
2,698.61

1.03%
2,816.27
A2/A
A

1.34 1.28
341081GR2 FLORIDA POWER & LIGHT CO 4.45
05/15/2026 550,000.00 05/18/20234.65%
547,030.00
548,639.09
100.01

4.44%
550,031.59
3,127.36

1.15%
1,392.50
A1/A
A+

1.37 1.31
24422EWX3 JOHN DEERE CAPITAL CORP 4.75
06/08/2026 500,000.00 06/05/20234.72%
500,470.00
500,224.28
100.42

4.44%
502,099.94
1,517.36

1.05%
1,875.66
A1/A
A+

1.44 1.37
74340XBK6 PROLOGIS LP 3.25 10/01/2026 550,000.00 01/16/2024

4.53%
532,240.50
538,520.20

97.88 4.52%
538,330.73
4,468.75

1.13%
(189.47)
A3/A
WR

1.75 1.66
89236TDR3 TOYOTA MOTOR CREDIT CORP 3.2
01/11/2027 600,000.00 01/22/20244.57%
577,398.00
584,556.34

97.36 4.58%
584,142.68
9,066.67

1.22%
(413.66)
A1/A+
A+

2.03 1.90
63743HFM9

NATIONAL RURAL UTILITIES
COOPERATIVE FINANCE CORP 4.8
02/05/2027
550,000.00 01/25/2024

4.75%
550,792.00
550,545.85
100.30

4.64%
551,663.20
10,706.67

1.16%
1,117.35
A2/AA2.10

1.86 17275RBQ4 CISCO SYSTEMS INC 4.8
02/26/2027 550,000.00 --

4.82%
549,759.00
549,826.47
100.73

4.44%
554,015.02
9,166.67

1.16%
4,188.54
A1/AANA2.16

1.92 857477CL5 STATE STREET CORP 4.993
03/18/2027 525,000.00 03/13/2024

4.99%
525,000.00
525,000.00
100.83

4.59%
529,369.52
7,499.90

1.11%
4,369.52
Aa3/A
AA2.211.97
06406RBQ9 BANK OF NEW YORK MELLON
CORP 4.947 04/26/2027 350,000.00 04/19/20234.90%
350,497.00
350,217.66
100.42

4.95%
351,460.00
3,126.23

0.74%
1,242.33
Aa3/A
AA2.321.25
14913UAL4 CATERPILLAR FINANCIAL SERVICES
CORP 5.0 05/14/2027 550,000.00 05/13/20245.01%
549,818.50
549,856.82
101.02

4.54%
555,600.22
3,590.28

1.16%
5,743.39
A2/A
A+

2.37 2.20
74456QBS4 PUBLIC SERVICE ELECTRICAND
GAS CO 3.0 05/15/2027 337,000.00 04/18/20234.48%
318,673.94
326,344.74

96.50 4.57%
325,219.78
1,291.83

0.68%
(1,124.96)
A1/A
WR

2.37 2.24
437076DB5 HOME DEPOT INC 4.875
06/25/2027 600,000.00 06/20/20244.92%
599,208.00
599,345.42
100.95

4.47%
605,685.02
487.50

1.27%
6,339.59
A2/A
A

2.48 2.24
532457CP1 ELI LILLY AND CO 4.15 08/14/2027 305,000.00 08/12/2024

4.18%
304,752.95
304,784.54

99.46 4.37%
303,348.48
4,816.88

0.64%
(1,436.06)
A1/A+
NA

2.62 2.42
89115A2M3 TORONTO-DOMINION BANK 5.156
01/10/2028 575,000.00 07/12/2023

5.29%
571,929.50
572,934.29
100.50

4.97%
577,880.41
14,082.33

1.21%
4,946.12
A2/AAA3.03

2.70 33

HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
756109AU8 REALTY INCOME CORP 3.65
01/15/2028 500,000.00 04/10/20234.87%
474,240.00
483,572.26

96.55 4.89%
482,751.84
8,415.28

1.01%
(820.42)
A3/AWR3.04

2.78 06051GGF0 BANK OF AMERICA CORP 3.824
01/20/2028 600,000.00 07/12/20235.53%
567,738.00
581,209.77

97.83 5.33%
586,999.80
10,261.07

1.23%
5,790.03
A1/AAA3.05

1.91 46647PEA0 JPMORGAN CHASE & CO 5.04
01/23/2028 200,000.00 01/17/20244.99%
200,292.00
200,200.35
100.37

5.08%
200,740.99
4,424.00

0.42%
540.64
A1/A
AA3.061.89
06368LGV2 BANK OF MONTREAL 5.203
02/01/2028 600,000.00 09/05/2023

5.48%
593,520.00
595,462.39
100.78

4.93%
604,661.60
13,007.50

1.27%
9,199.21
A2/AAA3.09

2.69 58933YBH7 MERCK & CO INC 4.05 05/17/2028 130,000.00 05/08/2023

4.07%
129,894.70
129,928.99

98.53 4.52%
128,090.26
643.50

0.27%
(1,838.74)
A1/A+
NA

3.38 3.10
61744YAK4 MORGAN STANLEY 3.591
07/22/2028 500,000.00 08/10/20235.22%
465,070.00
474,867.44

96.43 4.70%
482,152.20
7,930.13

1.01%
7,284.76
A1/AA+3.56

2.36 713448FX1 PEPSICO INC 4.5 07/17/2029 500,000.00 07/16/2024

4.52%
499,490.00
499,536.92

99.81 4.55%
499,047.52
10,250.00

1.05%
(489.41)
A1/A+
NA

4.54 3.98
Total Corporate 11,922,000.00 4.82%
11,694,085.59
11,797,436.35

99.41 4.66%
11,848,951.23
151,425.48

24.84%
51,514.88
A1/A
A+

2.23 1.92

MONEY MARKET
FUND
31846V807 FIRST AMER:TRS OBG Y 219,455.23 --

4.09%
219,455.23
219,455.23

1.00 4.09%
219,455.23

0.00 0.46%

0.00 Aaa/AAAm
AAA

0.00 0.00
Total Money Market
Fund 219,455.23 4.09%
219,455.23
219,455.23

1.00 4.09%
219,455.23

0.00 0.46%

0.00 Aaa/AAAm
AAA

0.00 0.00

SUPRANATIONAL
45950KDD9 INTERNATIONAL FINANCE CORP

4.5 07/13/2028 305,000.00 07/06/20234.53%
304,661.45
304,761.14
100.41

4.37%
306,248.05
6,405.00

0.64%
1,486.91
Aaa/AAA
NA

3.53 3.17
459058LN1

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.875 10/16/2029
650,000.00 12/17/2024

4.32%
637,513.50
637,612.66

97.44 4.48%
633,338.18
5,247.40

1.33%
(4,274.48)
Aaa/AAA
NA

4.79 4.28
Total Supranational 955,000.00 4.39%
942,174.95
942,373.80

98.41 4.44%
939,586.23
11,652.40

1.97%
(2,787.57)
Aaa/AAA
NA

4.38 3.92
34 HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration

US TREASURY
91282CAJ0 UNITED STATES TREASURY 0.25
08/31/2025 1,200,000.00 01/12/20233.74%
1,095,937.50
1,173,822.12

97.39 4.31%
1,168,711.02
1,019.34

2.45%
(5,111.10)
Aaa/AA+
AA+

0.67 0.64
91282CAM3 UNITED STATES TREASURY 0.25
09/30/2025 500,000.00 01/12/20233.65%
456,445.31
488,057.59

97.09 4.27%
485,465.86
319.37

1.02%
(2,591.73)
Aaa/AA+
AA+

0.75 0.73
91282CJE2 UNITED STATES TREASURY 5.0
10/31/2025 1,000,000.00 05/28/2024

5.09%
998,671.88
999,226.11
100.58

4.27%
1,005,771.15
8,563.54

2.11%
6,545.04
Aaa/AA+
AA+

0.83 0.80
9128285N6 UNITED STATES TREASURY 2.875
11/30/2025 500,000.00 01/12/2023

3.15%
496,212.61
498,802.28

98.77 4.26%
493,856.61
1,263.74

1.04%
(4,945.67)
Aaa/AA+
AA+

0.91 0.88
91282CGE5 UNITED STATES TREASURY 3.875
01/15/2026 1,000,000.00 02/06/20234.13%
992,929.69
997,502.66

99.67 4.21%
996,665.70
17,900.82

2.09%
(836.96)
Aaa/AA+
AA+

1.04 0.99
91282CBQ3 UNITED STATES TREASURY 0.5
02/28/2026 500,000.00 01/12/20233.50%
455,839.84
483,657.27

95.81 4.25%
479,034.57
849.45

1.00%
(4,622.70)
Aaa/AA+
AA+

1.16 1.13
91282CKH3 UNITED STATES TREASURY 4.5
03/31/2026 1,000,000.00 04/24/20244.96%
991,679.69
994,641.96
100.27

4.27%
1,002,722.76
11,497.25

2.10%
8,080.80
Aaa/AA+
AA+

1.25 1.18
91282CBW0 UNITED STATES TREASURY 0.75
04/30/2026 500,000.00 01/12/2023

4.46%
443,595.43
477,325.74

95.51 4.26%
477,574.11
642.27

1.00%
248.37
Aaa/AA+
AA+

1.33 1.29
9128286X3 UNITED STATES TREASURY 2.125
05/31/2026 500,000.00 01/12/20234.31%
465,958.71
485,804.65

97.11 4.26%
485,526.01
934.07

1.02%
(278.64)
Aaa/AA+
AA+

1.41 1.36
91282CCJ8 UNITED STATES TREASURY 0.875
06/30/2026 500,000.00 01/12/20234.42%
443,595.43
475,699.22

95.15 4.26%
475,743.21

12.09 1.00%

43.99 Aaa/AA+
AA+

1.50 1.46
91282CHY0 UNITED STATES TREASURY 4.625
09/15/2026 900,000.00 09/25/20234.81%
895,429.69
897,379.97
100.60

4.25%
905,360.54
12,418.51

1.90%
7,980.57
Aaa/AA+
AA+

1.71 1.60
91282CJC6 UNITED STATES TREASURY 4.625
10/15/2026 500,000.00 10/19/20235.05%
494,218.75
496,545.03
100.61

4.26%
503,059.49
4,955.36

1.05%
6,514.46
Aaa/AA+
AA+

1.79 1.68
91282CKV2 UNITED STATES TREASURY 4.625
06/15/2027 625,000.00 06/26/2024

4.50%
627,148.44
626,775.49
100.84

4.26%
630,239.45
1,350.02

1.32%
3,463.96
Aaa/AA+
AA+

2.45 2.29
91282CFM8 UNITED STATES TREASURY 4.125
09/30/2027 750,000.00 12/18/20234.06%
751,669.92
751,211.63

99.61 4.28%
747,038.19
7,904.36

1.57%
(4,173.44)
Aaa/AA+
AA+

2.75 2.54
91282CLQ2 UNITED STATES TREASURY 3.875
10/15/2027 500,000.00 11/15/20244.29%
494,394.53
494,626.99

98.95 4.28%
494,744.85
4,151.79

1.04%
117.85
Aaa/AA+
AA+

2.79 2.59
91282CGC9 UNITED STATES TREASURY 3.875
12/31/2027 1,000,000.00 02/06/20233.84%
1,001,445.31
1,000,884.32

98.85 4.29%
988,521.92
107.04

2.07%
(12,362.40)
Aaa/AA+
AA+

3.00 2.79
35 HOLDINGS REPORT
City of San Rafael | Account #11045 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
91282CHE4 UNITED STATES TREASURY 3.625
05/31/2028 525,000.00 10/17/20243.91%
519,934.57
520,222.16

97.81 4.32%
513,500.53
1,673.08

1.08%
(6,721.63)
Aaa/AA+
AA+

3.42 3.16
91282CHK0 UNITED STATES TREASURY 4.0
06/30/2028 750,000.00 03/12/20244.22%
743,496.09
744,714.02

98.97 4.32%
742,245.26

82.87 1.56%
(2,468.76)
Aaa/AA+
AA+

3.50 3.22
91282CJA0 UNITED STATES TREASURY 4.625
09/30/2028 500,000.00 10/19/20234.95%
492,968.75
494,676.95
100.94

4.35%
504,675.26
5,908.31

1.06%
9,998.30
Aaa/AA+
AA+

3.75 3.37
91282CJR3 UNITED STATES TREASURY 3.75
12/31/2028 600,000.00 10/17/2024

3.92%
596,039.06
596,232.59

97.76 4.37%
586,530.83

62.15 1.23%
(9,701.76)
Aaa/AA+
AA+

4.00 3.66
91282CEM9 UNITED STATES TREASURY 2.875
04/30/2029 750,000.00 09/18/20243.51%
729,931.64
731,171.02

94.13 4.38%
705,943.87
3,693.02

1.48%
(25,227.15)
Aaa/AA+
AA+

4.33 3.98
91282CLK5 UNITED STATES TREASURY 3.625
08/31/2029 650,000.00 09/26/20243.56%
651,955.08
651,850.75

96.82 4.39%
629,362.36
8,006.04

1.32%
(22,488.39)
Aaa/AA+
AA+

4.67 4.18
91282CLR0 UNITED STATES TREASURY 4.125
10/31/2029 600,000.00 12/11/20244.38%
600,820.31
600,811.11

98.85 4.39%
593,090.18
4,238.95

1.24%
(7,720.93)
Aaa/AA+
AA+

4.83 4.30
Total US Treasury 15,850,000.00 4.22%
15,440,318.23
15,681,641.60

98.56 4.29%
15,615,383.69
97,553.42

32.73%
(66,257.91)
Aaa/AA+
AA+

2.25 2.08
Total Portfolio 48,128,717.04 4.51%
47,303,721.59
47,721,333.31

98.70 4.45%
47,709,896.95
380,686.28
100.00%
(11,436.36)
Aa2/AAAA2.21

1.83 Total Market Value +
Accrued 48,090,583.23
36 HOLDINGS REPORT
San Rafael Reporting | Account #11046 | As of December 31, 2024 Cusip Security Description Par Value/
Units
Purchase
Date
Purchase
Yield
Cost Value
Book Value
Mkt
Price
Mkt
YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
CASH
CCYUSD Receivable 609,267.79 --

0.00%
609,267.79
609,267.79

1.00 0.00%
609,267.79

0.00 0.90%

0.00 Aaa/AAA
AAA

0.00 0.00
Total Cash 609,267.79 0.00%
609,267.79
609,267.79

1.00 0.00%
609,267.79

0.00 0.90%

0.00 Aaa/AAA
AAA

0.00 0.00
LAIF
90LAIF$00 Local Agency Investment Fund
State Pool 67,213,508.20 --

4.43%
67,213,508.20
67,213,508.20

1.00 4.43%
67,213,508.20

0.00 99.10%

0.00 NA/NA
NA

0.00 0.00
Total LAIF 67,213,508.20 4.43%
67,213,508.20
67,213,508.20

1.00 4.43%
67,213,508.20

0.00 99.10%

0.00 NA/NA
NA

0.00 0.00
Total Portfolio 67,822,775.99 4.39%
67,822,775.99
67,822,775.99

1.00 4.39%
67,822,775.99

0.00 100.00%

0.00 Aaa/AAA
AAA

0.00 0.00
Total Market Value +
Accrued 67,822,775.99
37 TRANSACTIONS
38 TRANSACTION LEDGER
City of San Rafael | Account #11045|10/01/2024 Through 12/31/2024| Transaction
Type
Settlement
Date CUSIP Quantity Security Description Price Acq/DispYield Amount InterestPur/Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 10/18/2024 91282CHE4 525,000.00 UNITED STATES TREASURY

3.625 05/31/2028 99.035 3.91% (519,934.57) (7,279.71) (527,214.28) 0.00 Purchase 10/18/2024 91282CJR3 600,000.00 UNITED STATES TREASURY

3.75 12/31/2028 99.340 3.92% (596,039.06) (6,725.54) (602,764.60) 0.00 Purchase 11/18/2024 91282CLQ2 500,000.00 UNITED STATES TREASURY

3.875 10/15/2027 98.879 4.29% (494,394.53) (1,809.75) (496,204.28) 0.00 Purchase 11/26/2024 3137FJEH8 350,000.00 FHMS K-081 A2 3.9 08/25/2028 97.734 4.53% (342,070.31) (947.92) (343,018.23) 0.00 Purchase 12/12/2024 91282CLR0 600,000.00 UNITED STATES TREASURY

4.125 10/31/2029 100.137 4.09% (600,820.31) (2,871.55) (603,691.86) 0.00 Purchase 12/18/2024 459058LN1 650,000.00

INTERNATIONAL BANK

FOR RECONSTRUCTION
AND DEVELOPM 3.875
10/16/2029

98.079 4.32% (637,513.50) (4,337.85) (641,851.35) 0.00
Total Purchase 3,225,000.00 (3,190,772.28) (23,972.32) (3,214,744.60) 0.00 TOTAL
ACQUISITIONS 3,225,000.00 (3,190,772.28) (23,972.32) (3,214,744.60) 0.00

DISPOSITIONS
Maturity 10/31/2024 912828YM6 (1,000,000.00) UNITED STATES TREASURY

1.5 10/31/2024 100.000 1.50% 1,000,000.00 0.00 1,000,000.00 0.00 Maturity 11/30/2024 912828YV6 (700,000.00) UNITED STATES TREASURY

1.5 11/30/2024 100.000 1.50% 700,000.00 0.00 700,000.00 0.00 Total Maturity (1,700,000.00) 1,700,000.00 0.00 1,700,000.00 0.00 TOTAL
DISPOSITIONS (1,700,000.00) 1,700,000.00 0.00 1,700,000.00 0.00 39 TRANSACTION LEDGER
San Rafael Reporting | Account #11046|10/01/2024 Through 12/31/2024| Transaction
Type
Settlement
Date CUSIP Quantity Security Description Price Acq/DispYield Amount InterestPur/Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 10/15/2024 90LAIF$00 717,469.72 Local Agency Investment Fund State Pool 1.000 4.48% (717,469.72) 0.00 (717,469.72) 0.00 Purchase 12/19/2024 90LAIF$00 14,000,000.00 Local Agency Investment Fund State Pool 1.000 4.43% (14,000,000.00) 0.00 (14,000,000.00) 0.00 Total Purchase 14,717,469.72 (14,717,469.72) 0.00 (14,717,469.72) 0.00 TOTAL
ACQUISITIONS 14,717,469.72 (14,717,469.72) 0.00 (14,717,469.72) 0.00

DISPOSITIONS
Sale 10/09/2024 90LAIF$00 (8,000,000.00) Local Agency Investment Fund State Pool 1.000 4.48% 8,000,000.00 0.00 8,000,000.00 0.00 Total Sale (8,000,000.00) 8,000,000.00 0.00 8,000,000.00 0.00 TOTAL
DISPOSITIONS (8,000,000.00) 8,000,000.00 0.00 8,000,000.00 0.00 40 IMPORTANT DISCLOSURES
City of San Rafael | Account #11045 | As of December 31, 2024 2024 Chandler Asset Management, Inc, An Independent Registered Investment Adviser.

Information contained herein is confidential. Prices are provided by ICE Data Services Inc (“IDS”), an independent pricing source. In the event IDS does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.

Performance results are presented gross-of-advisory fees and represent the client’s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.

Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.

Source ICE Data Indices, LLC (“ICE”), used with permission. ICE permits use of the ICE indices and related data on an “asis” basis; ICE, its affiliates and their respective third party suppliers disclaim any and all warranties and representations, express and/or implied, including any warranties of merchantability or fitness for a particular purpose or use, including the indices, index data and any data included in, related to, or derived therefrom. Neither ICE data, its affiliates or their respective third party providers guarantee the quality, adequacy, accuracy, timeliness or completeness of the indices or the index data or any component thereof, and the indices and index data and all components thereof are provided on an “as is” basis and licensee’s use it at licensee’s own risk. ICE data, its affiliates and their respective third party do not sponsor, endorse, or recommend chandler asset management, or any of its products or services.

This report is provided for informational purposes only and should not be construed as a specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of publication, but may become outdated or superseded at any time without notice. Any opinions or views expressed are based on current market conditions and are subject to change. This report may contain forecasts and forward-looking statements which are inherently limited and should not be relied upon as indicator of future results. Past performance is not indicative of future results. This report is not intended to constitute an offer, solicitation, recommendation or advice regarding any securities or investment strategy and should not be regarded by recipients as a substitute for the exercise of their own judgment.

Fixed income investments are subject to interest, credit and market risk. Interest rate risk: the value of fixed income investments will decline as interest rates rise. Credit risk: the possibility that the borrower may not be able to repay interest and principal. Low rated bonds generally have to pay higher interest rates to attract investors willing to take on greater risk. Market risk: the bond market in general could decline due to economic conditions, especially during periods of rising interest rates.

Ratings information have been provided by Moody’s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.

Security level ratings for U.S. Agency issued mortgage-backed securities (“MBS”) reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a AA+/Aaa/AAA by S&P, Moody’s and Fitch respectively. 41 BENCHMARK DISCLOSURES
City of San Rafael | Account #11045 | As of December 31, 2024 Benchmark Disclosure
ICE BofA 1-3 Yr US Treasury & Agency Index
The ICE BofA 1-3 Year US Treasury & Agency Index tracks the performance of US dollar denominated US Treasury and nonsubordinated US agency debt issued in the US domestic market. Qualifying securities must have an investment grade rating (based on an average of Moody’s, S&P and Fitch). Qualifying securities must have at least one year remaining term to final maturity and less than three years remaining term to final maturity, at least 18 months to maturity at time of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for sovereigns and $250 million for agencies. 42 ____________________________________________________________________________________

FOR CITY CLERK ONLY
Council Meeting:

Disposition:

Agenda Item No: 4.d
Meeting Date: February 18, 2025

SAN RAFAEL CITY COUNCIL AGENDA REPORT
Department: Public Works
Prepared by: Shannon Mackle, Administrative
Analyst
City Manager Approval: ______________
TOPIC: POINT SAN PEDRO MEDIAN LANDSCAPING SERVICES
SUBJECT: ADOPT A RESOLUTION WAIVING BIDDING REQUIREMENTS FOR SERVICES AND

AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH GARDENERS’ GUILD, INC. FOR POINT SAN PEDRO MEDIAN LANDSCAPING

SERVICES FOR AN INITIAL TWO-YEAR PERIOD, WITH THE OPTION TO EXTEND

THE AGREEMENT UP TO FOUR MORE YEARS, FOR UP TO A SIX-YEAR TERM, AND A TOTAL CONTRACT AMOUNT NOT TO EXCEED $680,192
RECOMMENDATION:

Staff recommends that the City Council adopt a resolution waiving bidding requirements for services and authorizing the City Manager to enter into an agreement with Gardeners’ Guild, Inc. for Point San Pedro median landscaping services for in an initial two-year period, with the option to extend the agreement up to four more years for up to a six year term, with an annual not to exceed amount of $100,000 per year, adjusted by CPI not to exceed 5%, and a total contract amount not to exceed $680,192 subject to City Council appropriating funds for each subsequent fiscal year.

BACKGROUND:

In 2011, the Point San Pedro Road Median Landscaping District was formed to generate revenue to reconstruct, repair, and maintain the 29 median islands along Point San Pedro Road, from Union Street to Biscayne Drive, serving both the City of San Rafael and nearby unincorporated areas of Marin County.

Originally constructed 50 years ago, the medians deteriorated over time, and due to significant staffing and budgetary cutbacks, landscaping maintenance for the medians before the formation of the assessment District was minimal. Over time, existing plants and irrigation infrastructure deteriorated significantly so that little of the original landscaping remained, besides some of the trees and vegetation that survived with little water. As a result, a group of property owners near Point San Pedro Road formed an assessment District to fund the capital costs associated with the reconstruction and restoration of the landscaping within the Point San Pedro Road medians, as well as the ongoing maintenance and operation of those improvements. As a part of the formation of the assessment District, the City of San Rafael and unincorporated portions of the County of Marin entered a Memorandum of Understanding (MOU) in which the City of San Rafael was designated as the lead agency for managing the assessment District.

SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 2
Since the formation of the District, the City has worked closely with several community members on the Point San Pedro Road Coalition’s Roadway Committee, who have assisted not only in recommendations and oversight of the medians but have also served as key community liaisons between the City and the residents within the assessment District. These community members have served as the “citizen’s oversight” committee for the District. Department of Public Works (DPW) staff routinely meet with these representatives, provide updates on the maintenance of the medians, and receive feedback from the residents in the area. DPW staff also work closely with those community members on key decisions on financial planning for the assessment District.

One component of the annual assessment funds the annual operations and maintenance costs, which include the monthly contractual maintenance of the 29 medians, as well as additional landscaping and irrigation repairs. In the formal bidding processes for this scope of work in both 2017 and 2019, Gardeners’ Guild, Inc. was awarded the contract, and they have been consistently maintained the Point San Pedro median landscaping since 2017.

ANALYSIS:

City staff recommends waiving formal bidding requirements and awarding the contract to Gardeners’ Guild, Inc. Pursuant to Municipal Code Section 2.55.100, the City’s competitive bidding requirements for services can be waived if there are “valid reasons for waiving competition.” The City recently received informal bids for similar landscaping services, and Gardeners’ Guild, Inc. was the lowest responsive and responsible bidder. Additionally, their institutional knowledge of the site and irrigation system is advantageous to the City and determined to be the best value for the City.

Entering into a new agreement provides an opportunity to adjust the scope of work to the current needs of the District, which have been updated through staff correspondence with District stakeholders.

FISCAL IMPACT:

The cost of the agreement is not to exceed $100,000 per fiscal year; however, under the terms of the agreement, Gardeners’ Guild, Inc. may adjust its rates annually by the consumer price index, not to exceed 5%. The initial term of the agreement is two (2) years. The City has the option to extend the contract two times, each for a period not to exceed two (2) years. If the City exercises both options to extend the agreement, the contract term would be six (6) years. This will be funded by the Point San Pedro Median Assessment District Fund #234, Contractual Services program. Appropriations already exist in this year’s budget, and future appropriations will be made through the annual budget process.

OPTIONS:

The City Council has the following options to consider:

1. Authorize the City Manager to waive competitive bidding and enter into the agreement as recommended.

2. Do not authorize the City Manager to enter into the agreement and provide further direction to staff.

RECOMMENDED ACTION:

Staff recommends that the City Council adopt a resolution waiving bidding requirements for services and authorizing the City Manager to enter into an agreement with Gardeners’ Guild, Inc. for Point San Pedro median landscaping services for in an initial two-year period, with the option to extend the agreement up to four more years for up to a six year term, with an annual not to exceed amount of $100,000 per year, SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 3
adjusted by CPI not to exceed 5%, and a total contract amount not to exceed $680,192 subject to City Council appropriating funds for that fiscal year.

ATTACHMENT:

1. Resolution

2. General Services Agreement with Gardeners’ Guild, Inc. for Point San Pedro Median Landscaping Services
RESOLUTION NO. _______

RESOLUTION OF THE SAN RAFAEL CITY COUNCIL WAIVING BIDDING

REQUIREMENTS FOR SERVICES AND AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH GARDENERS’ GUILD, INC. FOR POINT SAN

PEDRO MEDIAN LANDSCAPING SERVICES FOR AN INITIAL TWO-YEAR PERIOD,

WITH THE OPTION TO EXTEND THE AGREEMENT UP TO FOUR MORE YEARS,

FOR UP TO A SIX-YEAR TERM, AND A TOTAL CONTRACT AMOUNT NOT TO EXCEED $680,192
WHEREAS, in 2011, the Point San Pedro Road Median Landscaping District was formed to generate revenue to reconstruct, repair, and maintain the 29 median islands along Point San Pedro Road; and
WHEREAS, as a part of the formation of the assessment District, the City of San Rafael and unincorporated portions of the County of Marin entered a Memorandum of Understanding (MOU) in which the City of San Rafael was designated as the lead agency for managing the assessment District; and
WHEREAS, one component of the annual assessment funds the annual operations and maintenance work, which includes the contractual maintenance of the 29 medians; and
WHEREAS, in the previous formal bidding processes for this scope of work Gardeners’ Guild, Inc. was awarded the contract, and they have been consistently maintaining the Point San Pedro median landscaping since 2017; and WHEREAS, the City recently received informal bids for similar landscaping services and Gardeners’ Guild, Inc. was the lowest responsive and responsible bidder.

Additionally, their institutional knowledge of the site and irrigation system is advantageous to the City and determined to be the best value for the City; and WHEREAS, funding to support the recommended Agreement is provided within the approved Fiscal Year (FY) 2024-25 budget (Pt. San Pedro Assessment District Fund 234), with future appropriations to be provided via the annual budget process through the term of the Agreement.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Rafael hereby waives the bidding requirement for services; and authorizes the City Manager to enter into an agreement with Gardeners’ Guild, Inc. for Point San Pedro Medians Landscaping Services for an initial two-year period, with the option to extend the agreement up to four more years, with a total amount not to exceed $100,000 per year, as may be increased by the consumer price index or 5%, whichever is less, for up to a total six-year term and a total contract amount not to exceed $680,192, subject to the City Council appropriating funds for the fiscal year of any extension of the term.

I, LINDSAY LARA, Clerk of the City of San Rafael, hereby certify that the foregoing Resolution was duly and regularly introduced and adopted at a regular meeting of the City Council of the City of San Rafael, held on Tuesday, the 18th day of February 2025, by the following vote, to wit:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:
_____________________
Lindsay Lara, City Clerk
City Attorney Form, July 2023 Page 1

CONTRACT

BY AND BETWEEN

THE CITY OF SAN RAFAEL
AND
GARDENERS’ GUILD, INC.

FOR PT. SAN PEDRO MEDIANS LANDSCAPING SERVICES
This contract (“Contract”) is entered into by and between the City of San Rafael (“City”) and Gardeners’ Guild, Inc. (“Contractor”), a California corporation, for work on the City’s Pt. San Pedro Medians Landscaping Services (“Project”), and is effective on ____________________ (“Effective Date”).

The parties agree as follows:

1. Scope of Work. Contractor will perform and provide all labor, materials, equipment, supplies, transportation, and any and all other items or services necessary to perform and complete the work required for the Project (“Work”), as specified in Exhibit A, Scope of Work and Bid Proposal, and according to the terms and conditions of this Contract, including all attachments to the Contract and any other documents and statutes incorporated by reference. To the extent that any attachment contains provisions that conflict or are inconsistent with the terms set forth in the body of this Contract, the Contract terms will control.

1.1 Subcontractors. Contractor acknowledges that it has listed all subcontractors it will subcontract with to complete the Work in Exhibit B, Subcontractor List.

1.2 Contractor’s License. The Work requires a valid California contractor’s license for the following classification(s): C-27 or C-61

2. Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below:

2.1 Contract;

2.2 Addenda, if any;

2.3 Exhibit A – Scope of Work and Bid Proposal;

2.4 Exhibit B – Subcontractor List;

2.5 Exhibit C – Insurance Requirements.

3. Contract Price. As full and complete compensation for Contractor’s timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract Documents, City will pay Contractor an amount not to exceed $200,000 (the “Contract Price”), for all of Contractor’s direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with Contractor’s Bid Proposal set forth in Exhibit A and the payment provisions contained herein.

3.1 Payment. Contractor must submit an invoice on the first day of each month during the Contract Time, defined in Section 4 below, and/or upon completion, for the Work performed during the preceding month, itemizing labor, materials, equipment and any incidental costs incurred. Contractor warrants that title to all work, materials and equipment incorporated into the Work will pass to City free of any claims, liens, or encumbrances upon payment to Contractor.

4. Term of Contract. Unless otherwise set forth in this Contract or unless this paragraph is subsequently modified by a written amendment to this Contract, the term of this Contract shall begin on the January 1, 2025 and terminate two (2) years from the Effective Date. At the City's election, the Contract may be extended two times, each for a period not to exceed two (2) years, subject to budget being appropriated.

City Attorney Form, July 2023 Page 2

5. Liquidated Damages. If Contractor fails to complete the Work within the Contract Time, Contractor must pay liquidated damages in the amount of $0 per day for each day of unexcused delay in completion.

6. Standard of Care. All Work must be provided in a manner that meets or exceeds the standard of care applicable to the same type of work in the City of San Rafael. Contractor must promptly correct, at Contractor’s sole expense, any Work that the City determines is deficient or defective.

7. Permits and Licenses. Contractor, at its sole expense, must obtain and maintain during the term of this Contract, all appropriate permits, certificates and licenses including, but not limited to, the required California contractor’s license provided in Section 1, and a City business license.

8. Indemnification. Contractor will indemnify, defend with counsel acceptable to City, and hold harmless to the full extent permitted by law, City, its governing body, officers, agents, employees, and volunteers (the “Indemnitees”) from and against any and all liability, demands, loss, damage, claims, settlements, expenses, and costs (including, without limitation, attorneys’ fees, expert witness fees, and costs and fees of litigation) (collectively, “Liability”) of every nature arising out of or in connection with the acts or omissions of Contractor, its employees, subcontractors, representatives, or agents in performing the Work or failing to comply with any obligation of Contractor under this Contract, except such Liability caused by the active negligence, sole negligence, or willful misconduct of an Indemnitee. This indemnification obligation is not limited by any limitation on the amount or type of damages or compensation payable under Workers’ Compensation or other employee benefit acts, or by insurance coverage limits, and will survive the expiration or early termination of this Contract.

9. Insurance. Contractor will, at all times under this Contract, procure and maintain in full force and effect the insurance coverage provided in Exhibit C, Insurance Requirements, at no cost to City.

10. Labor Code Compliance. Unless the Contract Price is $1,000 or less, the Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, beginning at section 1720, and the related regulations, including but not limited to requirements pertaining to wages, working hours and workers’ compensation insurance. Contractor must also post all job site notices required by laws or regulations pursuant to Labor Code section 1771.4.

10.1 Prevailing Wages. Each worker performing Work under this Contract that is covered under Labor Code section 1720 or 1720.9, must be paid at a rate not less than the prevailing wage as defined in sections 1771 and 1774 of the Labor Code. The prevailing wage rates are on file with the City Engineer’s office and are available online at http://www.dir.ca.gov/DLSR. Pursuant to Labor Code section 1775, Contractor and any subcontractor will forfeit to City as a penalty up to $200 for each calendar day, or portion of a day, for each worker paid less than the applicable prevailing wage rate, in addition to paying each worker the difference between the applicable wage rate and the amount actually paid.

10.2 Working Day. Pursuant to Labor Code section 1810, eight hours of labor consists of a legal day’s work. Pursuant to Labor Code section 1813, Contractor will forfeit to City as a penalty the sum of $25 for each day during which a worker employed by Contractor or any subcontractor is required or permitted to work more than eight hours during any one calendar day, or more than 40 hours per calendar week, unless such workers are paid overtime wages under Labor Code section 1815. All Work must be carried out during regular City working days and hours unless otherwise specified in Exhibit A or authorized in writing by City.

10.3 Payroll Records. Contractor and its subcontractors must maintain certified payroll records in compliance with Labor Code sections 1776 and 1812, and all implementing regulations promulgated by the Department of Industrial Relations (“DIR”). For each payroll record, Contractor and its subcontractors must certify under penalty of perjury that the information in the record is true and correct, and that it has complied with the requirements of Labor Code sections 1771, 1811, and 1815. Unless the Contract Price City Attorney Form, July 2023 Page 3
is under $25,000, Contractor must electronically submit certified payroll records to the Labor Commissioner as required under California law and regulations.

10.4 Apprentices. If the Contract Price is $30,000 or more, Contractor must comply with the apprenticeship requirements in Labor Code section 1777.5.

10.5 DIR Monitoring, Enforcement, and Registration. This Project is subject to compliance monitoring and enforcement by the DIR pursuant to Labor Code section 1725.5, and, subject to the exception set forth below, Contractor and any subcontractors must be registered with the DIR to perform public works projects. The registration requirements of Labor Code section 1725.5 do not apply if the Contract Price is for under $25,000.

11. Workers’ Compensation Certification. Under Labor Code section 1861, by signing this Contract, Contractor certifies as follows: “I am aware of the provisions of Labor Code section 3700 which require every employer to be insured against liability for workers’ compensation or to undertake selfinsurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work on this Contract.”

12. Termination.

12.1 Termination for Convenience. City reserves the right to terminate all or part of the Contract for convenience upon written notice to Contractor. Upon receipt of such notice, Contractor must:
immediately stop the Work, including under any terms or conditions that may be specified in the notice; comply with City’s instructions to protect the completed Work and materials; and use its best efforts to minimize further costs. In the event of City’s termination for convenience, Contractor waives any claim for damages, including for loss of anticipated profits from the Project. If City terminates the Contract for convenience, City will only owe Contractor payment for the Work satisfactorily performed before Contract termination, as well as five percent of the total value of the Work performed as of the date of notice of termination or five percent of the value of the Work yet to be completed, whichever is less, which is deemed to cover all overhead and profit to date.

12.2 Termination for Default. The City may terminate this Contract for cause for any material default. Contractor may be deemed in default for a material breach of or inability to perform the Contract, including Contractor’s refusal or failure to supply sufficient skilled workers, proper materials, or equipment to perform the Work within the Contract Time; refusal or failure to make prompt payment to its employees, subcontractors, or suppliers or to correct rejected work; disregard of laws, regulations, ordinances, rules, or orders of any public agency with jurisdiction over the Project; lack of financial capacity to complete the Work within the Contract Time; or responsibility for any other material breach of the Contract requirements. If City terminates the Contract for cause, City will only owe Contractor payment for the Work satisfactorily performed before Contract termination.

13. Dispute Resolution. Any dispute arising under or related to this Contract is subject to the dispute resolution procedures of Public Contract Code sections 9401 and 20104 et. seq., which are incorporated by reference.

14. Waiver. A waiver by City of any breach of any term, covenant, or condition in this Contract will not be deemed a waiver of any subsequent breach of the same or any other term, covenant, or condition contained herein, regardless of the character of any such breach.

15. Warranty. Contractor guarantees and warrants the Work and the materials used or provided for the Project for a period of one year, beginning upon City’s acceptance of the Work for the Project as complete (“Warranty Period”). During the Warranty Period, upon notice from the City of any defect in the Work or the materials, Contractor must, at its sole expense, promptly repair or replace the defective Work or materials, including repair or replacement of any other Work or materials that is or are displaced or damaged during the warranty work, excepting any damage resulting from ordinary wear and tear.

City Attorney Form, July 2023 Page 4

16. Worksite Conditions.

16.1 Clean and Safe. Contractor must maintain the Work site and staging and storage areas in a clean and neat condition and must ensure it is safe and secure. On a daily basis Contractor must remove and properly dispose of debris and waste materials from the Work site.

16.2 Inspection. Contractor will make the Work accessible at all times for inspection by the City.

16.3 Hazardous Materials. Unless otherwise specified in the Contract documents, this Contract does not include the removal, handling, or disturbance of any asbestos or other hazardous materials, as identified by any federal, state, or local law or regulation. If Contractor encounters materials on the Project site that Contractor reasonably believes to be asbestos or other hazardous materials, and the asbestos or other hazardous materials have not been rendered harmless, Contractor may continue Work in unaffected areas reasonably believed to be safe, but must immediately cease Work on the area affected and report the condition to City. No asbestos, asbestos-containing products or other hazardous materials may be used in performance of the Work.

16.4 Utilities, Trenching and Excavation. As required by Government Code section 4215, if, during the performance of the Work, Contractor discovers utility facilities not identified by City in the Contract documents, Contractor must immediately provide written notice to City and the utility. In performing any excavations or trenching work, Contractor must comply with all applicable operator requirements in Government Code sections 4216 through 4216.5. If the trenching or excavation extends deeper than four feet below the surface, then it must also comply with Public Contract Code section 7104.

17. Conflicts of Interest. Contractor, its employees, subcontractors and agents, may not have, maintain or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or policy or in violation of any California law, including under Government Code section 1090 et seq. and under the Political Reform Act as set forth in Government Code section 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract.

18. Non-Discrimination. No discrimination will be made in the employment of persons under this Contract because of the race, color, national origin, ancestry, religion, gender or sexual orientation of such person.

19. Independent Contractor. City and Contractor intend that Contractor will perform the Work under this Contract as an independent contractor. Contractor is solely responsible for its means and methods in performing the Work. Contractor is not an employee of City and is not entitled to participate in health, retirement or any other employee benefits from City.

20. Assignment of Unfair Business Practice Claims. Under Public Contract Code section 7103.5, Contractor and its subcontractors agree to assign to City all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. section 15) or under the Cartwright Act (Chapter 2 (commencing with section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the Contract or any subcontract. This assignment will be effective at the time City tenders final payment to Contractor, without further acknowledgement by the parties.

21. Notice. Any notice, billing, or payment required by or pursuant to the Contract documents must be made in writing, signed, dated and sent to the other party by personal delivery, U.S. Mail, a reliable overnight delivery service, or by email as a PDF (or comparable) file. Notice is deemed effective upon delivery unless otherwise specified. Notice for each party must be given as follows:

City Attorney Form, July 2023 Page 5
To CITY’s Representative:

Aaron Tubbs
Operations and Maintenance Superintendent
111 Morphew Street
San Rafael, CA 94901
To CONTRACTOR’s Representative:

Paul Swanson
C.O.O. and Director of Business Development
2780 Goodrick Avenue
Richmond, CA 94801

22. General Provisions.

22.1 Compliance with All Laws. Contractor will comply with all applicable federal, state, and local laws and regulations including, but not limited to, unemployment insurance benefits, FICA laws, conflict of interest laws, and local ordinances. Work may only be performed by qualified and experienced workers who are not employed by the City and who do not have any contractual relationship with City, with the exception of this Contract.

22.2 Provisions Deemed Inserted. Every provision of law required to be inserted in the Contract is deemed to be inserted, and the Contract will be construed and enforced as though such provision has been included. If it is discovered that through mistake or otherwise that any required provision was not inserted, or not correctly inserted, the Contract will be deemed amended accordingly.

22.3 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City’s written consent. This Contract is binding on Contractor’s and City’s lawful heirs, successors and permitted assigns.

22.4 Third Party Beneficiaries. There are no intended third-party beneficiaries to this Contract.

22.5 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Superior Court of Marin County, and no other place.

22.6 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract.

22.7 Integration; Severability. This Contract and the Contract documents incorporated herein, including authorized amendments or change orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. If any provision of the Contract documents, or portion of a provision, is determined to be illegal, invalid, or unenforceable, the remaining provisions of the Contract documents will remain in full force and effect.

22.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporation Code section 313.
[Signatures are on the following page.]
City Attorney Form, July 2023 Page 6
The parties agree to this Contract as witnessed by the signatures below:

CITY OF SAN RAFAEL:
_________________________________
CRISTINE ALILOVICH, City Manager
APPROVED AS TO FORM:

Office of the City Attorney
_________________________________
By: ROBERT F. EPSTEIN,
City Attorney
ATTEST:

City Clerk
_________________________________
LINDSAY LARA, City Clerk
CONTRACTOR:
__________________________________
By: ____________________________
Name: ____________________________
Title: ____________________________
__________________________________
By: ____________________________
Name: ____________________________
Title: _____________________________
Contractor’s California License Number(s) and
Expiration Date(s) (required under Section 1 of the
Contract):
___________________________________
___________________________________
Exhibit A: Scope of Work and Bid Proposal
Exhibit B: Subcontractor List
Exhibit C: Insurance Requirements
________________________________________________________________________________________________ City Attorney Form, July 2023 Exhibit A
Exhibit A

SCOPE OF WORK AND BID PROPOSAL
The Work to be performed by CONTRACTOR under this Agreement is more fully described in CONTRACTOR’s bid proposal, which is attached to this Exhibit A.

1. Scope of Work
a. Routine Landscape Duties and Responsibilities
This Section 1.a. defines what shall be considered routine landscaping of the Pt. San Pedro Medians for the purposes of the Contract. Bids for monthly maintenance costs submitted by Contractors shall be fully inclusive of costs associated with performing all maintenance activities required for routine landscaping. For what may be permissible as a separate cost see what is defined as “Non-Routine Maintenance” in Section 1.c.

General duties (applies to all medians)
• Prune any shrubs or groundcover that is overhanging curbs. • Remove litter and leaves from planted and cobblestone areas. • Remove any broken or fallen tree branches. Remove sucker growth from trees. • Control weeds in planted or hardscape areas, keep visibility of weeds to an absolute minimum.
• Check plants for signs of distress or disease.
• Remove any dead plants.
• Request authorization to replace any missing or dead plants. • Visually inspect irrigation systems. Make emergency and routine repairs if needed. • Adjust irrigation controllers for current season water needs of plants. • Replace broken tree stakes and remove stakes that are no longer needed. • Provide audit of irrigation system after spring start-up. • Keep bushes and trees pruned and trimmed so that safety and informational signs are not blocked from public view.
• Mulching to a minimum thickness of three inches shall be performed on all medians over the course of two years. The City shall provide mulch for the contractor to utilize. Mulching is considered a part of regular maintenance and shall not be invoiced as a separate task order.

Specific duties (Medians listed below)
Median # Start End Specific Landscape Maintenance Duties and Responsibilities
1 Union St Montecito back lot High pedestrian traffic; greater potential for litter or irrigation issues
2 Montecito back
lot
Top Cuts High litter potential
3 Top Cuts Embarcadero
Way
High litter potential
4 Embarcadero
Way
Mooring Road Creeping fig along wall requires lane
closure at least 1x per year (both sides of
road)
5 Mooring Road Marina Blvd Creeping fig along wall requires lane closure 1x per year (both sides of road)
Exhibit A
6 Marina Blvd Aqua Vista Dr
7 Aqua Vista Dr. Royal Court
8 Royal Court Marina Blvd/
Montecito Rd
Has no plants. Still requires litter removal
9 Marina Blvd/
Montecito Rd
Summit Ave
10 Summit Ave Margarita Dr.
11 Margarita Dr. Balboa Ave
12 Balboa Ave Bellevue Ave
13 Bellevue Ave. Manderly Rd
14 Manderly Rd San Pedro
Elementary
15 San Pedro
Elementary
San Pedro Cove High litter potential
16 San Pedro
Cove
Loch Lomond Dr. High litter potential
17 Loch Lomond
Dr.

Leith Ln High litter potential
18 Leith Ln Bayview Dr
19 Bayview Dr Beach Dr
20 Beach Dr Marine Dr Creeping fig along wall requires lane closure 1x per year (both sides of road)
21 Marine Dr Main Dr
22 Main Dr Knight Dr
23 Knight Dr Fire Station 55
24 Fire Station 55 Peacock Dr
25 Peacock Dr Riviera Dr
26 Riviera Dr McNear Brickyard
Rd
27 Cantera Way Marin Bay Park
Ct.

Solar powered irrigation valves in median.

Landscape must be kept clear of solar
panels on irrigation box lids to prevent
failure/non-operation.
28 Marin Bay Park
Ct.

San Marino Ct. Solar powered irrigation valves in median.

Landscape must be kept clear of solar
panels on irrigation box lids to prevent
failure/non-operation.
29 San Marino Ct. Biscayne Dr. Solar powered irrigation valves in median.

Landscape must be kept clear of solar
panels on irrigation box lids to prevent
failure/non-operation.

b. Frequency of Maintenance
All 29 medians must receive landscape maintenance once per 6 weeks. The following schedule is recommended: (1) Union St to Marina Blvd; (2) Marina Blvd to Summit Ave; (3) Summit Ave to San Pedro Cove; (4) San Pedro Cove to Main Dr; (5) Main Dr to Riviera Dr; (6) Riviera Dr to Biscayne Dr.

Litter and debris removal shall occur on all 29 medians each week. c. Non-Routine Maintenance
The full cost of routine landscaping and planting materials shall be represented in the bid monthly contract cost. The scope of Routine Landscaping included in the monthly contract cost is detailed in Section 1.a.

However, for significant material costs associated with work outside the scope of Routine Landscaping (non-routine maintenance), the Contractor may submit a request to the City for extra payment above the monthly contract costs. City must approve the request prior to work commencing. Examples of non-routine maintenance material costs include:
− Plant replacement
− Mulch, bark, fertilizer
− Major irrigation repairs
Plant replacement and mulch, bark fertilizer: Labor associated with replanting and mulching shall be included as part of the monthly routine maintenance described in Section 1.a. However, cost of plant and mulch material may be an approved non-routine maintenance expense. Please note: cost of material plant replacement necessitated from plant age, disease, weather or vehicle damage, etc. shall be allowable as a separate cost reimbursement. Plant replacement necessitated as a result of a Contractor’s failure to maintain will be at full cost to the Contractor.

Major irrigation repairs: The Contractor is expected to perform regular repairs to the irrigation system as a part of routine landscaping maintenance. When extensive repairs are required, the Contractor may submit a request to the City for extra payment above the monthly contract cost. City must approve the request as non-routine, prior to work commencing.
d. Clean up and Debris Disposal
Contractor shall clean all job sites when work is completed and/or daily, including the raking of leaves, twigs, etc. from the lawns, street gutters, sidewalks and parkways and the sweeping or blowing of streets. Each day’s scheduled work shall be completed and cleaned up and only under City approved emergency circumstances may any brush, leaves, vegetation debris or equipment be left on the street overnight. The City Representative shall be the sole judge as to the adequacy of the cleanup.
e. Non-City Maintained Landscaping
The Contractor shall perform work only on the City-maintained medians identified in this scope. The Contractor shall NOT perform work for adjacent homeowners; all inquiries to this effect shall be forwarded to the City Representative. f. Meetings
The Contractor’s Project Manager shall be available to meet, on a quarterly basis (or when deemed necessary) with the Public Works Director or his designee at a mutually agreed upon time and place to review maintenance, operations, and all other activities.
g. Monthly Rate
The monthly rate for Routine Maintenance as specified in Section 1.a is $7,261.47.
h. Labor Costs
The hourly rates for non-routine maintenance as specified in Section 1.c are attached below as Attachment A, Labor Costs.
i. Annual Rate Increases
Contractor shall not increase either its monthly or hourly labor rates throughout the Term of this Contract, except that Contractor may adjust its rates no more than once annually at a maximum amount equal to the percentage change through December in the prior calendar year to the consumer price index (“CPI”) for California, All Urban Consumers, San Francisco-Oakland-San Jose areas, not to exceed five percent (5%).

Gardeners’ Guild Inc ▪ 2780 Goodrick Avenue ▪ Richmond ▪ CA▪ 94801▪ 510▪439▪3700▪ Fax▪ 510▪439▪3344 ▪ www.gardenersguild.com Labor Costs
For additional work above the contract.

Labor Costs Hourly Rates
Landscape Gardener $65.

Landscape Crew Leader $68.

Irrigation Technician $85.

Integrated Pest Management Technician $75.

R A T E S H E E T
Attachment A

Point San Pedro Road Medians - Weekly Report

1. Contractor to perform 2x maintenance March - October, 1x maintenance November - February

2. Report to be sent to City the Tuesday following a completed week

3. Weekly report should be sent to [[City email inserted here]]; CC: [[Pt San Pedro Road Coalition emails here]] Report prepared by:

Work completed last week
Week ending
Start (Street) End (Street) Description of Work
General notes
Work to be completed this week
Week ending
Start (Street) End (Street) Description of Work
General notes
San Rafael Policy and Procedures
Integrated Pest Management Program
Scope of IPM Policy
This policy governs not only Department of Public Works employees, but also contractors hired by the City and persons acting under the authority or on behalf of the City in the care and maintenance of City parks, landscaped areas, and all other City owned properties. The term "pesticide" is a general term that includes herbicides, insecticides, fungicides, and rodenticides.

The City of San Rafael is committed to a comprehensive Integrated Pest Management (I PM) program guiding the management of its parks, landscaped areas, public right-of-ways, buildings and other essential public properties.

The purpose of this IPM program is to ensure and enhance the health, safety and welfare of citizens, visitors, and City staff by clearly defining the City's pest management strategy, the priorities for administering this strategy, and the various means by which these priorities may be realized. Public access to records and information relating to the City's pesticide use is an essential component of a success full PM program, and San Rafael is fully committed to providing all pertinent information to the public in a timely, comprehensive, and understandable manner.

The City realizes that some pesticides are potentially hazardous to human health and the environment, and shall administer this IPM program with a focus on long term suppression of pest problems with minimum impact on human health, non-target organisms, and the environment. Least toxic pesticides are used only after monitoring indicates such a need, pursuant to the provisions of this policy.

Policy No.

Subject: Integrated Pest Management
Resolution No.

Issue Date:

Revision Date: September, 2017
Prepared By: Dave Davenport, Park Maintenance
Supervisor
Approved By: Jim Schutz, City Manager

1. The City of San Rafael's IPM program will include the following components:
a) Educate and train City staff including contractors, landscapers, and facility managers in the IPM program, practices and policy.
b) Require City pesticide application contractors to implement the IPM Policy on all property owned, leased, or managed by the City and to report the types and amounts of pesticides used by the contractor on City said property. c) Reduce to the maximum extent practicable the use of pesticides. d) Consider taking a "no-action" approach in addressing certain pest control issues.
e) Review and consider available non-chemical options before using a chemical pesticide.
f) Identify pests and least toxic methods to control pests. g) Identify, evaluate and minimize or eliminate conditions that encourage pest problems.
h) Conduct careful and efficient inspection, monitoring, and assessment of pest problems by designated personnel or contractor knowledgeable of IPM methods.
i) Maintain records by City departments on IPM methods considered and used to prevent and control pests.
j) Comply with all applicable state and federal regulations, including pesticide use and reporting.
k) Provide open public access to all IPM program information and records via website.

I) Conduct decision-making based on the best available science and data. m) Keep the County Agricultural Commissioner informed of water quality issues related to pesticides and of violations of pesticides regulations (e.g., illegal handling) associated with storm water management;
As the City plans for the development of new parks and landscaped areas, or the rehabilitation of existing areas, specific attention will be directed toward including specifications that eliminate or reduce the need for chemical pesticides (e.g., mow strips next to fencing, covering all new planting areas with mulch, etc.).

Integrated Pest Management Coordinator
The Parks Superintendent shall be designated as the IPM Coordinator. The IPM Coordinator is primarily responsible for implementing the IPM Policy and coordinating efforts to implement IPM techniques within the Public Works Department. The Coordinator is responsible for communicating goals and policy decisions to appropriate City staff and contractors, as well as ensuring proper training of all employees involved with the IPM program, and all contractors who perform landscape maintenance on the City's behalf.

Only individuals specifically designated by the IPM Coordinator as Pesticide Applicators shall be permitted to apply pesticides on City parks, landscaped areas, and other essential public lands. Applicators shall possess a Qualified Applicator Certificate or Qualified Applicator License, issued by the California Department of Pesticide Regulation.

The IPM Coordinator is responsible for ensuring that pesticide use is recorded and made available for public review pursuant to the provisions of this policy.

Education and Training of Staff
Education and training of personnel is critical to the success of this IPM program.

Employees involved in the maintenance and associated operations of City property, including the City's parks, landscaped areas, and other essential public lands, or with the purchasing, storage, handling, and application of pesticides shall receive all the mandated, necessary, and reasonable IPM training required to perform such work in an efficient and safe manner, consistent with the provisions and intent of this policy.

Continuing Education Unit (CEU) training in IPM and training in the use of nonchemical methods of pest control are important to a successful program. In addition to formal training, the City shall provide "Safe Handlers" training to all staff assisting in the application, storage or handling of pesticides or pesticide-related equipment. This shall include training specific to the IPM Policy. To the greatest extent practicable, City staff will ensure that all contractors hired to perform IPM related work on the City's behalf have received appropriate education and training. The Public Works Department is dedicated to providing adequate funding and budget planning to maintain training and educational opportunities for all employees.

Use of Alternatives to Herbicides
The City is fully committed to the use of pesticide alternatives whenever practicable.

Currently, the Parks Division utilizes the application of mulch materials to discourage weed growth and encourage plant health. An agreement between the City and its contract arborist specifies the provision of mulch material generated in the course of the tree maintenance contract. This mulch material is utilized by the Parks Division as a first line of defense against the proliferation of weeds. The Parks Division also uses a weed torch as a post emergent weed control. In City playgrounds and picnic table areas, where the use of traditional herbicides is not permitted pursuant to this policy as well as past practice, landscape maintenance crews utilize propane weed torches to burn and discourage weed growth. Extreme care must be exercised with the use of weed torches to avoid touching off unwanted conflagrations, so their use is limited by site and environmental conditions.

Criteria for Selection and Use of Pesticides
There shall be no non-exempt herbicide applications permitted within City playgrounds, picnic table areas, and on the grounds of City Hall and the Library.

It is understood that a completely weed free landscape environment is not a goal to which the City shall aspire. The Public Works Department shall maintain landscaped areas reasonably weed free, to preserve the function, and reasonable aesthetic appearance of public areas and City facilities. With this goal in mind, and considering the Parks Division staffing levels and the division's ability to provide fundamental services, the City shall select herbicides of the least toxic formulation from the list of Approved Use Products included in this policy from the County.

Herbicides shall be used only after all other non-pesticide means of weed control have been utilized or have been determined to be not feasible in a particular application due to site factors, ability of staff to provide a particular function or service, or other pertinent factors.

Exemption Process
If the IPM Coordinator accepts a recommendation from the Pest Control Advisor that a pesticide outside of the Approved Use list should be utilized, the IPM Coordinator shall submit a written request to the Public Works Director for approval. The Director shall approve such requests only if the I PM Coordinator has documented in writing:
1) a compelling need to use the pesticide,
2) a good faith effort to find alternatives to the particular pesticide, 3) that effective, economic alternatives to the particular pesticide do not exist for the proposed use, and
4) that the recommended pesticide is the least toxic pesticide available to control the target pest. Exemptions shall be granted on a case by case basis and shall apply to a specific pest problem for a specific and limited time, with the selection and application of such pesticides conforming to the spirit and intent of this policy.

Notification of Pesticide Applications (i.e. posting)
The Department of Public Works shall notify the public of pesticide applications at specific locations. The locations requiring notification shall be maintained on a list (as Attachment A to this policy) and updated as necessary. Notification locations shall be those places where there is a high level of public contact with the landscape. Notification shall be required at those sites listed in Attachment A. Notification shall be accomplished by posted signs at reasonable entry point locations. Notices shall include the product name, EPA Registration # (if applicable), and contact phone number for more information. Notices shall be posted prior to pesticide application and shall remain in place for at least 48 hours. If using a product of concern in an area frequented by people or pets access shall be restricted for 48 hours. Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) Exempt, National Organic Program (NOP) approved, or other such non-toxic or botanical pesticides shall be exempt from these notification requirements.

Record Keeping of Pesticide Applications
The IPM Coordinator shall be responsible for maintaining records of all pesticide applications on City property performed by the City staff, or by contractors or persons authorized to apply pesticides on behalf of the City. The City shall maintain these records for a period of four (7) years, and shall make the information available to the public, upon request. Application records shall include at least the following information: site of application, date of application, target pest, name of the product and active ingredient of the pesticide(s) applied and EPA registration number, amount of product applied, and the pesticide signal word. In addition, IPM records shall include a list of all exemptions granted, as well as the written justifications developed for the consideration of those exemptions.

The IPM Coordinator shall strive to make this information available via an IPM website in a prompt and efficient manner with the understanding that its provision is not only the legal right of any member of the public, but also a critical component of a successful IPM program.

The IPM Coordinator shall track IPM Policy implementation by periodically reviewing pesticide use by city staff and outside contractors. In order to report on pesticide use when requested by the Regional Water Quality Control Board, the IPM Coordinator shall keep records of the City's own use of pesticides of concern and the pesticides of concern used by the permittees' hired contractors on City owned or maintained property. Pesticides of concern include glyphosate based products.

Exemption to This Policy
An exemption to this pesticide policy will be made in order to control the proliferation of biting or stinging insects such as yellow jackets, wasps, mosquitoes, and other similar pests.

Generally, the control of these insects is administered by the Marin-Sonoma Mosquito and Vector Control District. In addition, the City will exempt any governmental entity from the provisions of this policy whose authority pre-empts that of the City.

Attachment A
Locations requiring public notification for pesticide applications:

1. Albert Park & San Rafael Community Center

2. Bernard Hoffman Field

3. Boyd Park

4. Falkirk Cultural Center

5. Freitas Park

6. Gerstle Park

7. Munson Park

8. Oleander Park

9. Peacock Gap Park

10. Pickleweed Park & Community Center

11. Ranchitos Park

12. Russom Park

13. Santa Margarita Park

14. Shoreline Park

15. Spinnaker Point I, II, III, IV

16. Sun Valley Park

17. Terra Linda Recreation Center

18. Victor Jones Park

19. Pedestrian Right-of-Ways

20. City Public Buildings
a. San Rafael City Hall
b. B Street Community Center
c. Albert J Boro Community Center
d. Terra Linda Community Center
e. San Rafael Fire Stations
f. San Rafael Parking Garages and Parking Lots
g. Downtown San Rafael Public Library
f. Falkirk Cultural Center
h. Corporation Yard
i. All Child Care Facilities
j. Boyd Gate House
Proposed Pesticide Product List Page 1
Active Ingredient Material Signal
Word
EPA Reg
#
Use Groundwater
List Prop 65 EPA Carcinogenicity Criteria for Use & Limitations azadirachtin Azatrol EC Caution 2217-836 insecticide No No Not Llisted Neem based product for control of indoor and outdoor pests; acts as a repellent, antifeeding, and inference with molting. OMRI-certified.

Bacilus subtilis Companion Caution 71065-3 Liquid biological fungicide No No No
This is a biological product that would be used to improve health and vigor of turfgrass at the golf course. It would be used on a regular basis to reduce the need for more toxic approaches to disease control
Bacillus
thuringiensis Dipel Pro DF Caution 73049-39 biological insecticide No No Not Listed OMRI - this product will be, primarily, for use on golf course and sports turf to control sod web worms. These grubs reduce the safety and quality of the playing surface. Grubs also attract crows and skunks which in turn tear up the turf while looking for tasty morsels.

Clethodim Envoy Plus Caution 59639-132 Herbicide No
Not Likely to be
Carcinogenic to
Humans
Not Listed For use in areas where Goatgrass has been difficult to eradicate. d-limonene 60% Avenger AG Caution 82052-4 Herbicide No No Not Listed Non-selected, post-emergent burndown herbicide used to control weeds, grasses, and broadleaves. This product replaces Green Match. OMRI certified.
ethyl oleate Competitor Caution CA 2935-
50173 surfactant No No Not Listed Modified vegetable oil as a surfactant - This is basically a non-chemical product, and is not regulated by the EPA.

Fluazifop-P-butyl Fusilade II Caution 100-1084
Herbicide-For
control of grass
weeds
No
Not Likely to
be Carcinogenic
to Humans
Not Listed
This product has been used effectively to reduce Bermuda grass in landscapes where high value plantings were being inundated. May be of use in areas where Goatgrass has been difficult to eradicate. iron phosphate SF,
EW, OW Sluggo Caution 67702-3 mulluscidide No No Not Listed Snail and slug bait for landscape - OMRI lecithin, alcohol
ethoxylate Liberate Caution CA 34704-50030-AA surfactant No No Not Listed Soy based surfactant; Use with Aquamaster and other materials needing a surfactant - Organic mint oil, sodium lauryl
sulfate, SF, EW
Victor Wasp &
Hornet Killer Caution N/A insecticide No No Not Listed Emergency wasp nest destruction. - Organic - has variable success. phosphorous acid, SF Agri-fos Caution 71962-1
fungicideSudden Oak
Death
No No Not Listed
Sudden Oak Death (SOD) treatment. To only be used on high value trees in high risk areas that pose a threat if failure occurs. Not for use on wild land trees.
phosphorous acid Reliant Caution 83416-1
fungicideSudden Oak
Death
No No Not Listed Similar fungicide as Agri-fos but manufacturered by a different company polyethylene glycol,
SF Pentra-bark Caution 83416-50001
surfactant-used
only for Sudden
Oak Death
No No Not Listed
Surfactant for Agri-fos, used in combination for SOD treatment. To only be used on high value trees in high risk areas that pose a threat if failure occurs. Not for use on wild land trees.
2017 Landscape Allowed Pesticides Applied and monitored by licensed professional applicators Proposed Pesticide Product List Page 2
unsulfonated residue
of mineral oil Tri Tek Caution 48813-1 Insecticide No No Not Listed OMRI-certified. Used to control mite and insect pests in the egg stages, including spider mites, armored scale, soft scale, mealy bugs, psyllids, whiteflies, and aphids.

Active Ingredient Material Signal
Word
EPA Reg
#
Use Groundwater
List Prop 65 EPA Carcinogenicity Criteria for Use & Limitations ammoniated soap of
fatty acids Finalsan Warning 67702-8-87865 Herbicide No No Not Listed OMRI listed. Non-selective foliar applied for weed, grass, algae and moss. A potential alternative to glyphosate. Potential to cause ocular injury to applicators.

Caprylic acid, capric
acid Suppress Warning 51517-9 Herbicide No No Not listed OMRI listed. Non-selective, post emergent foliar applied burndown for weeds and grasses, Dinotefuran Safari 20 SG Caution 33657-16-
59639
Insecticide-foliar
and systemic
insect control in
ornamental
plants
No
Not Likely to be
Carcinogenic to
Humans
Not Listed For use on insect populations when natural predators, OMRI or neem oil based products have not been successful.

Imazapyr Habitat Caution 241-426-A
herbicide
(specifically for
invassive
grasses and
woody plants)
Probable No Evidence of noncarcinogenicity
Needed as part of the Bay area wide Spartina project-- imazapyr applied as spot treatment at low tide in a salt marsh or mudflat environment with twice daily tidal flushing is irrelevant to the groundwater concerns. Also for use in cut stump applications, injection, and dabbing for invasive grass and woody species ( Tree of Heaven, Maytens trees, and Lepidium). indazilflam Specticle FLO No signal
word 432-1518 Herbicide No No Not Listed A Reduced-risk pre-emergent herbicide for the control of annual grasses, sedges, and boradleaf weeds. Less toxic alternative to Barricade. potassium Salts of
Fatty Acids, Ethyl
Alcohol, SF, OW
Safer Soap Warning 42697-59 insecticide No No Not Listed Civic Center Atrium and certain landscape plants; concentrate form OMRI
trans allethrin
phenothrin, SF, EW Wasp Freeze Caution 499-362 insecticide No No EU Endocrine Disruptor Emergency wasp nest destruction for spray treatment of in ground or aerial wasp nest posing significant hazard to public. Four day pre-notice does not apply
triclopyr, SF Garlon 4 Ultra Caution 62719-527
woody broadleaf
systemic
herbicide
Possible No
Group 'D' not
classified as
carcinogenic
Woody weeds, very limited use when glyphoste is not effective. Treat exotic invasive species via dabbing or injection - keep out of waterways. 2017 - Landscape Use - Exemption Required Applied and monitored by licensed professional applicators 2017 Landscape Special Use Products Applied and monitored by licensed professional applicators (use only approved with exemption process)
Proposed Pesticide Product List Page 3
Active Ingredient Material Signal
Word
EPA Reg
#
Use Groundwater
List Prop 65 EPA Carcinogenicity Criteria for Use & Limitations azoxystrobin Heritage Caution 100-1093 fungicide No No Not Listed A fungicide for the control of anthracnose, brown patch, Fusarium patch, gray snow mold, and Pythium blight at McInnis GC.
chlorantraniliprole Acelepryn G No signal
word 100-1500 insecticide No No Not Listed Systemic control of white grubs and other turfgrass beetles in turf and ornamentals. glyphosate SF Roundup
Custom Caution 524-343
herbicide
systemic,
landscape &
aquatic weeds
No No Not Listed
Restricted to four Critical Use areas: 1) critical habitats to protect endangered plants and native species; 2) traffic medians such as Sir Francis Drake Blvd; 3) fire fuel breaks; and 4) local agriculture such as treating barbed goatgrass to prevent encroachment into organic farms.

Glyphosate Rodeo Caution 62719-324 herbicide,
systemic No No Not Listed A non-Monsanto glyphosate product used with the same restrictions as Roundup Custom. Must mix with surfacant such as Competitor polyoxin D zinc salt Affirm WDG Caution 68173-3-
1001 Fungicide No No Not Listed fungicide used in controlling or suppressing certain diseases in turf, and warm season grasses at McInnis golf courses. propiconazole Banner Maxx
II Caution 100-1326
broad spectrum
& systemic
fungicide, turf
and ornamentals
No Not listed US-EPA Possible
carcinogen
A systemic fungicide for disease management on the golf course. It is to be used as part of a comprehensive turf management program that includes aeration, proper fertilization and irrigation best practices, while transitioning to a more focused IPM program.
pyrethrin and
piperonyl butoxide Drione Caution 432-992 insecticide No No US-EPA Possible carcinogen Emergency wasp nest destruction. For treatment of wasp nest posing significant hazard to public. Very limited use; when WaspFreeze is ineffective.
triclopyr Turflon Ester Caution 62719-566 Herbicide Groundwater concerns
No Not Listed Herbicide-turf area weeds. Very limited use for turf renovation. Field must be closed to public use during application and renovation.

EW = Active ingrediant/products on the Eco-Wise list
OW = on Our Water Our World List
SF = Active ingredient/products on San Francisco's list (use only approved with exemption process)
Rows highlighed in green are proposed additions. Rows highlighted in yellow are proposed deletions
________________________________________________________________________________________________ City Attorney Form, July 2023 Exhibit B
Exhibit B

SUBCONTRACTOR LIST
Contractor hereby certifies that each and every Subcontractor that will perform a portion of the Work in an amount in excess of one-half of 1% of the total Contract Price, is provided below along with a description of the Work, the name of the Subcontractor, its California contractor license number, the location of its place of business, its DIR registration number, and the portion of the Work that the Subcontractor is performing based on a percentage of the total Contract Price.

DESCRIPTION

OF WORK

SUBCONTRACTOR
NAME

CALIFORNIA

CONTRACTOR
LICENSE NO.

LOCATION OF

BUSINESS
DIR REG.

NO.

PERCENT
OF
WORK

END OF SUBCONTRACTOR LIST
________________________________________________________________________________________________ City Attorney Form, July 2023 Exhibit C
Exhibit C

INSURANCE REQUIREMENTS
Contractor will, at all times under this Contract, procure and maintain in full force and effect the insurance coverage required in this Exhibit C to cover the activities of Contractor and any subcontractors relating to or arising from performance of the Work. Each policy must be issued by a company licensed to do business in California, and with a strength and size rating from A.M. Best Company of A-VIII or better.

Contractor must provide City with certificates of insurance and required endorsements as evidence of coverage with the executed Contract, or through the PINSAdvantage website https://www.pinsadvantage.com/ upon request by the City, and before the City authorizes Contractor to proceed with the Work.

1. Workers’ Compensation. Statutory coverage is required by the California Workers’ Compensation Insurance and Safety Act. If Contractor is self-insured, it must provide its duly authorized Certificate of Permission to Self-Insure. In addition, Contractor must provide employer’s liability insurance with limits of no less than one million dollars ($1,000,000) per accident for bodily injury or disease.

2. Liability. Commercial General Liability (“CGL”) insurance issued on an occurrence basis, including coverage for liability arising from Contractor’s or its subcontractor’s acts or omissions in performing the Work, including Contractor’s protected coverage, blanket contractual, products and completed operations, broad form property damage, vehicular coverage, and employer’s non-ownership liability coverage, with limits of at least $1,000,000 per occurrence and $2,000,000 general aggregate.

3. Automotive. Commercial automotive liability coverage for owned, non-owned and hired vehicles must provide coverage of at least $1,000,000 combined single limit per accident for bodily injury, death, or property damage.

4. Subrogation Waiver. Each required policy must include an endorsement that the insurer waives any right of subrogation it may have against the City or the City’s insurers.

5. Required Endorsements. The CGL policy and the automotive liability policy must include the following specific endorsements:
(a) The City, including its Council, officials, officers, employees, agents, volunteers and consultants (collectively, “Additional Insured”) must be named as an additional insured for all liability arising out of the operations by or on behalf of the named insured, and the policy must protect the Additional Insured against any and all liability for personal injury, death or property damage or destruction arising directly or indirectly in the performance of the Contract.
(b) The inclusion of more than one insured will not operate to impair the rights of one insured against another, and the coverages afforded will apply as though separate policies have been issued to each insured.
(c) The insurance provided is primary and no insurance held or owned by City may be called upon to contribute to a loss (“primary and non-contributory”). (d) Any umbrella or excess insurance must contain or be endorsed to contain a provision that such coverage will also apply on a primary or non-contributory basis for the benefit of City before the City’s own insurance or self-insurance will be called upon to protect it as a named insured.
(e) This policy does not exclude explosion, collapse, underground excavation hazard, or removal of lateral support.
____________________________________________________________________________________

FOR CITY CLERK ONLY
Council Meeting:

Disposition:

Agenda Item No: 5.a
Meeting Date: February 18, 2025

SAN RAFAEL CITY COUNCIL AGENDA REPORT
Department: Public Works
Prepared by: Eugelyn Lopez, Junior Engineer
Joanna Kwok, Assistant Director,
Public Works
City Manager Approval: ______________
TOPIC: CHANGE IN SPEED LIMITS ON TWENTY-FOUR SAN RAFAEL ROADWAY

SEGMENTS
SUBJECT: CONDUCT A PUBLIC HEARING AND INTRODUCE AN ORDINANCE REGARDING SPEED LIMIT CHANGE ON 24 SAN RAFAEL ROADWAY SEGMENTS PURSUANT TO SECTIONS 22357 AND 22358 OF THE CALIFORNIA VEHICLE CODE; CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DETERMINATION: EXEMPT PURSUANT TO STATE CEQA GUIDELINE 15061(b)(3)
RECOMMENDATION:

Staff recommends that the City Council introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only.

BACKGROUND:

The purpose of setting speed limits is to promote safety on roadways while ensuring fair enforcement of vehicle speeds under California law. According to the California Vehicle Code (CVC) Section 22350, drivers are required to operate their vehicles at speeds that are “reasonable and prudent,” taking into consideration factors such as weather, visibility, traffic, road conditions, and the safety of others. The 85th percentile speed—defined as the speed at or below which 85% of vehicles travel—is generally used to determine what is “reasonable and prudent.”
CVC Section 22352 defines prima facie speed limits, which are presumed speed limits, even if not explicitly indicated by a posted sign, for certain roadways. A prima facie speed limit of 25 miles per hour (mph) is applicable to roadways that meet the CVC definition of roadways in business districts, residence districts, school zones, and areas immediately adjacent to senior centers.

For roadways outside these definitions, CVC Section 22358 permits local jurisdictions to establish speed limits that are determined to be reasonable and safe based on an engineering and traffic survey (E&TS) conducted in accordance with CVC Section 627. Furthermore, under CVC Section 40802, posted speed limits must be updated every seven (7) years to remain enforceable. The update interval of the E&TS can be extended to 14 years when a registered engineer confirms no significant changes in roadway or traffic conditions. Posted speed limits without a current E&TS are enforceable by the Police Department by pacing but not by radar. The current legal basis for speed enforcement in the City of San Rafael is based on the E&TS conducted in 2018 and Ordinance No. 1969 and No. 1978 adopted at the regular City Council meetings on March 18, 2019, and January 21, 2020, respectively.

SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 2
With the City’s current E&TS expiring in October 2025, the City entered into an agreement with W-trans to conduct a citywide E&TS update. As shown in Attachment 1, surveys were conducted for 46 roadway segments in the months of August, September, and November 2023. Additionally, the City entered into an agreement with Parametrix to conduct a supplemental study to evaluate the possibility of reducing downtown speed limits through the application of California Assembly Bill 43 (AB 43) under CVC Section 22358.7, of which the provisions became effective on July 1, 2024. Surveys conducted for 19 additional roadway segments in the months of September, October, and November 2024 and the evaluation of downtown roadways that meet the definition of “business activity district” are summarized in Attachment 2, along with an overview of AB 43. All surveys were conducted during non-holiday weeks on typical weekdays under normal free-flowing conditions.

The 2024 Marin County Local Road Safety Plan (LRSP), adopted by the City Council on April 2, 2024, identifies that unsafe vehicle speed is the most common primary collision factor leading to injuries in San Rafael and that eight of the top ten highest collision rate roadway segments in Marin County are in downtown San Rafael. The report further indicates that reducing speed limits along high-collision network segments would not only improve safety outcomes for vulnerable roadway users but also enhance the overall pedestrian experience and support economic vitality. The high concentration of pedestrian and bicycle-generating land use underscores the importance of ensuring safety in an environment that supports vibrant commercial uses and significant foot traffic.

The downtown area was selected for the City’s initial phase of proposed speed limit reduction with the application of AB 43 because many of its streets experience elevated collision rates according to the LRSP and it serves as both a key business district and as a hub for pedestrian and bicycle activity in the City. Following the implementation and monitoring of the reduced speed limits in the downtown area, the City plans to evaluate speed limits in other areas of the City (such as parks, community centers, schools, and designated bicycle facilities) through the lens of AB 43. The results of this future phase are anticipated to be available and shared with the community in early 2026 and implemented in mid-2026.

Future updates to the City’s AB 43 strategy can be found on the City’s website at:
https://www.cityofsanrafael.org/traffic/assembly-bill-ab-43-strategy-faq/ ANALYSIS:

The City of San Rafael updated its E&TS in 2023 and conducted supplemental E&TS on downtown roadways in 2024. These surveys, summarized in Attachment 1 and 2, comply with CVC regulations and the guidelines established by the California Department of Transportation (Caltrans) in the California Manual for Setting Speed Limits (2020).

Staff collaborated with the San Rafael Police Department to evaluate the E&TS results. The resulting speed limits following the recommended speed limit reductions facilitate the orderly movement of traffic and are reasonable and safe under CVC Section 22358.

Based on the updated E&TS results, speed limits are recommended to be reduced on the following 24 roadway segments listed in Table 1.

This section has been left blank intentionally.

Table 1. Recommended Speed Limit Reductions
SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 3
Roadway Segment
Current
Speed
Limit
Proposed
Speed
Limit
Mission Avenue (H Street to Hetherton Street) 25 mph 20 mph Fifth Avenue (H Street to Hetherton Street) 25 mph 20 mph Fourth Street (Marquard Avenue to Hetherton Street) 25 mph 20 mph Second Street (Marquard Avenue to Hayes Street) 35 mph 30 mph H Street (Mission Avenue to Fourth Street) 25 mph 20 mph G Street (Mission Avenue to Second Street) 25 mph 20 mph F Street (Fifth Avenue to Latham Street) 25 mph 20 mph
Shaver Street (Fourth Street to Second Street) 25 mph 20 mph E Street (Mission Avenue to Second Street) 25 mph 20 mph D Street (Fifth Avenue to First Street) 25 mph 20 mph
D Street (First Street to Antonette Avenue) 30 mph 25 mph C Street (Mission Avenue to Second Street) 25 mph 20 mph B Street (Mission Avenue to First Street) 25 mph 20 mph A Street (Fifth Avenue to Second Street) 25 mph 20 mph
Lootens Place (Fifth Avenue to Third Street) 25 mph 20 mph Cijos Street (Fourth Street to Third Street) 25 mph 20 mph Lincoln Avenue (Mission Avenue to Second Street) 25 mph 20 mph Tamalpais Avenue (Mission Avenue to Second Street) 25 mph 20 mph Andersen Drive (Francisco Boulevard West to Bellam Boulevard) 35 mph 30 mph Francisco Boulevard West (US-101 South Ramps to Rice Drive) 35 mph 30 mph Redwood Highway (Manuel T. Freitas Parkway to 4222 Redwood Highway) 35 mph 30 mph Smith Ranch Road (Redwood Highway to East End) 35 mph 30 mph Civic Center Drive (Avenue of the Flags to Manuel T. Freitas Parkway) 30 mph 25 mph Du Bois Street (Irwin Street to Woodland Avenue) 30 mph 25 mph These speed limits would result in a generally contiguous 20 mph ‘zone’ in downtown, including the eastwest corridors of Mission Avenue, Fifth Avenue, and Fourth Street, as well as north-south streets west of US Highway 101 between Mission Avenue and Second Street. Each recommended speed limit constitutes a five-mph reduction compared to existing conditions in the downtown area west of US Highway 101, with the exception of Second and Third Streets between Hayes Street and Hetherton Street, which would retain a 25-mph speed limit.

These speed limit reductions, when considered in conjunction with other recent and planned infrastructure improvements in downtown San Rafael, are anticipated to create a safer and more inviting environment for pedestrians, cyclists, and motorists alike. The recommended speed limits are part of a comprehensive approach to improving traffic safety and slow vehicle speeds, helping to foster a more livable and accessible community.

ENVIRONMENTAL REVIEW:

The proposed speed limit modifications are subject to the California Environmental Quality Act (CEQA).

Staff have determined the adoption of this Ordinance is exempt from the California Environmental Quality SAN RAFAEL CITY COUNCIL AGENDA REPORT / Page: 4
Act ("CEQA") pursuant to section 15061(b)(3) of the State CEQA Guidelines because it can be seen with certainty that there is no possibility that the adoption of this Ordinance or its implementation would have a significant effect on the environment (14 Cal. Code Regs. Section 15061(b)(3)).

COMMUNITY OUTREACH:

The City has hosted an Assembly Bill 43 (AB 43) Strategy website since October 2024, which includes information on AB 43frequently asked questions and an online form residents can fill out to provide their input. Preliminary results of speed limit reductions in the downtown area were shared on the website and presented to the San Rafael Bicycle and Pedestrian Advisory Committee (BPAC) on October 2, 2024.

The community and committee members were supportive of the speed limit reduction efforts and expressed interest in expanding the areas for which AB 43 would be applied. As such, City staff worked with Parametrix to conduct supplemental E&TS and incorporated additional downtown streets in the speed limit reduction recommendations. The updated speed limit reduction results were presented to the Police Advisory and Accountability Committee (PAAC) on January 15, 2025 and the Bicycle and Pedestrian Advisory Committee on February 5, 2025. The community and committees again expressed support for the speed limit reduction efforts and interest in evaluating speed limit reduction in other areas of the City.

City staff plan on returning to the Bicycle and Pedestrian Advisory Committee and Police Advisory & Accountability Committee to present and collect feedback on future recommendations for speed limit reductions. Additionally, the online survey will remain available through the monitoring period of the new speed limits and the evaluation of speed limit reduction in other areas of the City.

FISCAL IMPACT:

The cost to install new speed limit signs and pavement marking changes to be performed by the Streets Maintenance Division staff, will be absorbed by the department’s fiscal year 2024-25 budget.

OPTIONS:

The City Council has the following options to consider relating to this matter:

1. Introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only, as presented.

2. Do not Introduce the Ordinance, waive further reading of the Ordinance, or refer to it by title only.

RECOMMENDED ACTION:

Staff recommends that the City Council introduce the Ordinance, waive further reading of the Ordinance, and refer to it by title only.

ATTACHMENTS:

1. City of San Rafael Updated Engineering and Traffic Survey (E&TS) November 2024

2. City of San Rafael AB 43 Strategy and Downtown Speed Limits Report

3. Draft Ordinance Regarding Speed Limit Change on 24 San Rafael roadway segments pursuant to Sections 22357 and 22358 of the California Vehicle Code.

4. Public Hearing Notice

Day: Wednesday City: San Rafael
Date: 11/1/2023 Project #: CA23_080248_001
NB SB EB WB Total
0 0 23,896 0 23,896

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 40 40 12:00 409 409 00:00 01:00 124 124
00:15 34 34 12:15 402 402 01:00 02:00 71 71
00:30 21 21 12:30 414 414 02:00 03:00 59 59
00:45 29 29 12:45 448 448 03:00 04:00 64 64
01:00 21 21 13:00 453 453 04:00 05:00 99 99
01:15 10 10 13:15 426 426 05:00 06:00 307 307
01:30 22 22 13:30 418 418 06:00 07:00 719 719
01:45 18 18 13:45 435 435 07:00 08:00 1526 1526
02:00 15 15 14:00 427 427 08:00 09:00 1693 1693
02:15 18 18 14:15 433 433 09:00 10:00 1617 1617
02:30 13 13 14:30 454 454 10:00 11:00 1481 1481
02:45 13 13 14:45 408 408 11:00 12:00 1481 1481
03:00 15 15 15:00 461 461 12:00 13:00 1673 1673
03:15 13 13 15:15 481 481 13:00 14:00 1732 1732
03:30 17 17 15:30 458 458 14:00 15:00 1722 1722
03:45 19 19 15:45 468 468 15:00 16:00 1868 1868
04:00 19 19 16:00 340 340 16:00 17:00 1678 1678
04:15 22 22 16:15 493 493 17:00 18:00 1511 1511
04:30 23 23 16:30 379 379 18:00 19:00 1214 1214
04:45 35 35 16:45 466 466 19:00 20:00 938 938
05:00 66 66 17:00 394 394 20:00 21:00 907 907
05:15 55 55 17:15 437 437 21:00 22:00 795 795
05:30 80 80 17:30 343 343 22:00 23:00 416 416
05:45 106 106 17:45 337 337 23:00 00:00 201 201
06:00 134 134 18:00 325 325
06:15 150 150 18:15 337 337 NB SB EB WB TOTAL
06:30 205 205 18:30 251 251 00:00 to 12:00
06:45 230 230 18:45 301 301 9241 9241
07:00 279 279 19:00 232 232 7:30 7:30
07:15 349 349 19:15 241 241 1758 1758
07:30 436 436 19:30 235 235 0.951 0.951
07:45 462 462 19:45 230 230
08:00 439 439 20:00 245 245 12:00 to 00:00
08:15 421 421 20:15 223 223 14655 14655
08:30 410 410 20:30 216 216 15:00 15:00
08:45 423 423 20:45 223 223 1868 1868
09:00 415 415 21:00 220 220 0.971 0.971
09:15 408 408 21:15 196 196
09:30 394 394 21:30 191 191 07:00 to 09:00
09:45 400 400 21:45 188 188 3219 3219
10:00 364 364 22:00 143 143 7:30 7:30
10:15 379 379 22:15 114 114 1758 1758
10:30 361 361 22:30 78 78 0.951 0.951
10:45 377 377 22:45 81 81
11:00 386 386 23:00 72 72 16:00 to 18:00
11:15 374 374 23:15 52 52 3189 3189
11:30 362 362 23:30 37 37 16:15 16:15
11:45 359 359 23:45 40 40 1732 1732
TOTALS 0 0 9241 0 9241 TOTALS 0 0 14655 0 14655 0.878 0.878 SPLIT % 0% 0% 100% 0% 39% SPLIT % 0% 0% 100% 0% 61%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
2nd St Bet. A St & Lindaro St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 200
400
600
800
1000
1200
1400
1600
1800
2000 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_003
NB SB EB WB Total
3,410 3,413 0 0 6,823

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 1 4 12:00 55 74 129 00:00 01:00 10 2 12
00:15 5 1 6 12:15 81 73 154 01:00 02:00 5 0 5
00:30 2 0 2 12:30 65 54 119 02:00 03:00 5 2 7
00:45 0 0 0 12:45 67 71 138 03:00 04:00 2 5 7
01:00 0 0 0 13:00 66 61 127 04:00 05:00 5 1 6
01:15 1 0 1 13:15 59 72 131 05:00 06:00 40 11 51
01:30 1 0 1 13:30 57 75 132 06:00 07:00 81 59 140
01:45 3 0 3 13:45 74 66 140 07:00 08:00 114 173 287
02:00 2 1 3 14:00 60 73 133 08:00 09:00 204 204 408
02:15 1 0 1 14:15 79 77 156 09:00 10:00 221 248 469
02:30 2 1 3 14:30 69 104 173 10:00 11:00 235 225 460
02:45 0 0 0 14:45 97 82 179 11:00 12:00 218 245 463
03:00 0 1 1 15:00 56 86 142 12:00 13:00 268 272 540
03:15 0 1 1 15:15 54 68 122 13:00 14:00 256 274 530
03:30 1 0 1 15:30 60 65 125 14:00 15:00 305 336 641
03:45 1 3 4 15:45 63 42 105 15:00 16:00 233 261 494
04:00 0 1 1 16:00 72 62 134 16:00 17:00 272 248 520
04:15 1 0 1 16:15 71 56 127 17:00 18:00 291 259 550
04:30 1 0 1 16:30 57 62 119 18:00 19:00 200 200 400
04:45 3 0 3 16:45 72 68 140 19:00 20:00 177 128 305
05:00 6 1 7 17:00 73 86 159 20:00 21:00 117 171 288
05:15 5 3 8 17:15 77 47 124 21:00 22:00 77 47 124
05:30 6 3 9 17:30 78 62 140 22:00 23:00 48 29 77
05:45 23 4 27 17:45 63 64 127 23:00 00:00 26 13 39
06:00 18 6 24 18:00 51 57 108
06:15 16 14 30 18:15 63 52 115 NB SB EB WB TOTAL
06:30 16 15 31 18:30 42 44 86 00:00 to 12:00
06:45 31 24 55 18:45 44 47 91 1140 1175 2315
07:00 23 33 56 19:00 43 32 75 8:45 10:30 8:45
07:15 35 40 75 19:15 49 32 81 240 249 487
07:30 28 54 82 19:30 46 34 80 0.822 0.943 0.990
07:45 28 46 74 19:45 39 30 69
08:00 37 49 86 20:00 36 52 88 12:00 to 00:00
08:15 40 43 83 20:15 29 49 78 2270 2238 4508
08:30 54 62 116 20:30 25 43 68 14:00 14:15 14:15
08:45 73 50 123 20:45 27 27 54 305 349 650
09:00 51 68 119 21:00 25 17 42 0.786 0.839 0.908
09:15 56 66 122 21:15 20 14 34
09:30 60 63 123 21:30 10 11 21 07:00 to 09:00
09:45 54 51 105 21:45 22 5 27 318 377 695
10:00 57 53 110 22:00 19 7 26 8:00 8:00 8:00
10:15 53 47 100 22:15 12 8 20 204 204 408
10:30 50 62 112 22:30 10 8 18 0.699 0.823 0.829
10:45 75 63 138 22:45 7 6 13
11:00 60 58 118 23:00 9 4 13 16:00 to 18:00
11:15 53 66 119 23:15 6 5 11 563 507 1070
11:30 51 56 107 23:30 5 3 8 16:45 16:15 16:45
11:45 54 65 119 23:45 6 1 7 300 272 563
TOTALS 1140 1175 0 0 2315 TOTALS 2270 2238 0 0 4508 0.962 0.791 0.885 SPLIT % 49% 51% 0% 0% 34% SPLIT % 50% 50% 0% 0% 66%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Point San Pedro Rd Bet. Peacock Dr & Knight Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_004
NB SB EB WB Total
1,751 1,741 0 0 3,492

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 1 3 12:00 28 31 59 00:00 01:00 2 4 6
00:15 0 3 3 12:15 37 38 75 01:00 02:00 0 0 0
00:30 0 0 0 12:30 40 29 69 02:00 03:00 0 1 1
00:45 0 0 0 12:45 44 28 72 03:00 04:00 1 2 3
01:00 0 0 0 13:00 35 29 64 04:00 05:00 0 1 1
01:15 0 0 0 13:15 32 41 73 05:00 06:00 6 10 16
01:30 0 0 0 13:30 28 41 69 06:00 07:00 31 32 63
01:45 0 0 0 13:45 34 33 67 07:00 08:00 62 58 120
02:00 0 0 0 14:00 39 43 82 08:00 09:00 110 90 200
02:15 0 1 1 14:15 49 47 96 09:00 10:00 116 105 221
02:30 0 0 0 14:30 53 51 104 10:00 11:00 127 104 231
02:45 0 0 0 14:45 62 42 104 11:00 12:00 120 115 235
03:00 0 1 1 15:00 33 43 76 12:00 13:00 149 126 275
03:15 0 0 0 15:15 30 34 64 13:00 14:00 129 144 273
03:30 1 0 1 15:30 30 29 59 14:00 15:00 203 183 386
03:45 0 1 1 15:45 34 20 54 15:00 16:00 127 126 253
04:00 0 0 0 16:00 31 33 64 16:00 17:00 143 124 267
04:15 0 0 0 16:15 40 31 71 17:00 18:00 135 147 282
04:30 0 1 1 16:30 35 25 60 18:00 19:00 98 113 211
04:45 0 0 0 16:45 37 35 72 19:00 20:00 91 86 177
05:00 2 0 2 17:00 32 40 72 20:00 21:00 55 127 182
05:15 2 3 5 17:15 38 34 72 21:00 22:00 32 23 55
05:30 1 2 3 17:30 39 34 73 22:00 23:00 11 14 25
05:45 1 5 6 17:45 26 39 65 23:00 00:00 3 6 9
06:00 9 4 13 18:00 28 32 60
06:15 6 7 13 18:15 23 31 54 NB SB EB WB TOTAL
06:30 7 9 16 18:30 23 23 46 00:00 to 12:00
06:45 9 12 21 18:45 24 27 51 575 522 1097
07:00 15 12 27 19:00 24 18 42 10:45 11:00 10:45
07:15 17 17 34 19:15 23 26 49 135 115 244
07:30 15 13 28 19:30 25 16 41 0.804 0.871 0.884
07:45 15 16 31 19:45 19 26 45
08:00 13 23 36 20:00 17 39 56 12:00 to 00:00
08:15 18 17 35 20:15 15 30 45 1176 1219 2395
08:30 35 26 61 20:30 12 35 47 14:00 14:00 14:00
08:45 44 24 68 20:45 11 23 34 203 183 386
09:00 29 29 58 21:00 10 11 21 0.819 0.897 0.928
09:15 19 28 47 21:15 8 4 12
09:30 39 24 63 21:30 4 4 8 07:00 to 09:00
09:45 29 24 53 21:45 10 4 14 172 148 320
10:00 28 27 55 22:00 4 3 7 8:00 8:00 8:00
10:15 31 23 54 22:15 2 3 5 110 90 200
10:30 26 27 53 22:30 3 5 8 0.625 0.865 0.735
10:45 42 27 69 22:45 2 3 5
11:00 28 26 54 23:00 1 2 3 16:00 to 18:00
11:15 32 28 60 23:15 1 1 2 278 271 549
11:30 33 28 61 23:30 1 3 4 16:45 17:00 16:45
11:45 27 33 60 23:45 0 0 0 146 147 289
TOTALS 575 522 0 0 1097 TOTALS 1176 1219 0 0 2395 0.936 0.919 0.990 SPLIT % 52% 48% 0% 0% 31% SPLIT % 49% 51% 0% 0% 69%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_005
NB SB EB WB Total
0 0 8,606 8,473 17,079

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 5 17 12:00 160 220 380 00:00 01:00 31 14 45
00:15 13 2 15 12:15 184 170 354 01:00 02:00 18 11 29
00:30 5 4 9 12:30 166 137 303 02:00 03:00 4 6 10
00:45 1 3 4 12:45 188 161 349 03:00 04:00 11 9 20
01:00 2 2 4 13:00 149 151 300 04:00 05:00 11 19 30
01:15 7 2 9 13:15 155 171 326 05:00 06:00 99 74 173
01:30 5 4 9 13:30 149 149 298 06:00 07:00 177 187 364
01:45 4 3 7 13:45 153 169 322 07:00 08:00 419 482 901
02:00 2 3 5 14:00 159 158 317 08:00 09:00 570 625 1195
02:15 2 0 2 14:15 166 182 348 09:00 10:00 522 641 1163
02:30 0 3 3 14:30 162 206 368 10:00 11:00 553 629 1182
02:45 0 0 0 14:45 183 184 367 11:00 12:00 570 636 1206
03:00 0 2 2 15:00 141 160 301 12:00 13:00 698 688 1386
03:15 1 3 4 15:15 165 167 332 13:00 14:00 606 640 1246
03:30 5 1 6 15:30 152 167 319 14:00 15:00 670 730 1400
03:45 5 3 8 15:45 175 124 299 15:00 16:00 633 618 1251
04:00 0 2 2 16:00 156 146 302 16:00 17:00 662 599 1261
04:15 1 2 3 16:15 171 152 323 17:00 18:00 673 601 1274
04:30 3 5 8 16:30 155 151 306 18:00 19:00 536 421 957
04:45 7 10 17 16:45 180 150 330 19:00 20:00 448 323 771 05:00 17 8 25 17:00 165 174 339 20:00 21:00 293 276 569 05:15 21 16 37 17:15 178 151 329 21:00 22:00 226 141 367 05:30 29 20 49 17:30 154 132 286 22:00 23:00 113 64 177 05:45 32 30 62 17:45 176 144 320 23:00 00:00 63 39 102
06:00 30 41 71 18:00 142 120 262
06:15 31 42 73 18:15 160 97 257 NB SB EB WB TOTAL
06:30 52 43 95 18:30 134 108 242 00:00 to 12:00
06:45 64 61 125 18:45 100 96 196 2985 3333 6318
07:00 55 92 147 19:00 110 90 200 10:45 8:30 8:30
07:15 98 103 201 19:15 130 86 216 585 660 1220
07:30 100 136 236 19:30 118 80 198 0.822 0.932 0.938
07:45 166 151 317 19:45 90 67 157
08:00 136 142 278 20:00 78 74 152 12:00 to 00:00
08:15 130 143 273 20:15 79 61 140 5621 5140 10761
08:30 148 177 325 20:30 63 70 133 12:00 14:15 14:00
08:45 156 163 319 20:45 73 71 144 698 732 1400
09:00 130 158 288 21:00 70 46 116 0.928 0.888 0.951
09:15 126 162 288 21:15 56 37 93
09:30 125 176 301 21:30 51 36 87 07:00 to 09:00
09:45 141 145 286 21:45 49 22 71 989 1107 2096
10:00 120 124 244 22:00 45 19 64 7:45 8:00 8:00
10:15 133 152 285 22:15 23 16 39 580 625 1195
10:30 122 181 303 22:30 33 18 51 0.873 0.883 0.919
10:45 178 172 350 22:45 12 11 23
11:00 121 136 257 23:00 25 14 39 16:00 to 18:00
11:15 127 168 295 23:15 12 12 24 1335 1200 2535
11:30 159 145 304 23:30 15 9 24 16:30 16:15 16:30
11:45 163 187 350 23:45 11 4 15 678 627 1304
TOTALS 0 0 2985 3333 6318 TOTALS 0 0 5621 5140 10761 0.942 0.901 0.962 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 52% 48% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_006
NB SB EB WB Total
0 0 6,613 6,579 13,192

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 3 15 12:00 132 149 281 00:00 01:00 29 7 36
00:15 12 1 13 12:15 125 159 284 01:00 02:00 13 3 16
00:30 5 0 5 12:30 133 106 239 02:00 03:00 5 1 6
00:45 0 3 3 12:45 142 131 273 03:00 04:00 8 8 16
01:00 2 1 3 13:00 120 120 240 04:00 05:00 8 3 11
01:15 4 0 4 13:15 113 140 253 05:00 06:00 89 35 124
01:30 3 1 4 13:30 102 132 234 06:00 07:00 147 134 281
01:45 4 1 5 13:45 109 121 230 07:00 08:00 248 382 630
02:00 1 0 1 14:00 119 131 250 08:00 09:00 426 471 897
02:15 4 0 4 14:15 127 140 267 09:00 10:00 414 490 904
02:30 0 1 1 14:30 134 153 287 10:00 11:00 420 490 910
02:45 0 0 0 14:45 136 149 285 11:00 12:00 464 486 950
03:00 0 1 1 15:00 103 139 242 12:00 13:00 532 545 1077
03:15 1 2 3 15:15 124 119 243 13:00 14:00 444 513 957
03:30 2 1 3 15:30 112 125 237 14:00 15:00 516 573 1089
03:45 5 4 9 15:45 129 84 213 15:00 16:00 468 467 935
04:00 0 0 0 16:00 142 120 262 16:00 17:00 528 474 1002
04:15 1 0 1 16:15 116 104 220 17:00 18:00 533 462 995
04:30 1 1 2 16:30 129 118 247 18:00 19:00 447 321 768
04:45 6 2 8 16:45 141 132 273 19:00 20:00 361 266 627
05:00 14 2 16 17:00 147 151 298 20:00 21:00 215 252 467 05:15 17 6 23 17:15 137 102 239 21:00 22:00 164 116 280 05:30 23 6 29 17:30 126 102 228 22:00 23:00 88 48 136
05:45 35 21 56 17:45 123 107 230 23:00 00:00 46 32 78
06:00 25 24 49 18:00 117 94 211
06:15 33 33 66 18:15 124 73 197 NB SB EB WB TOTAL
06:30 34 32 66 18:30 115 80 195 00:00 to 12:00
06:45 55 45 100 18:45 91 74 165 2271 2510 4781
07:00 41 73 114 19:00 90 77 167 11:00 8:45 11:00
07:15 68 72 140 19:15 101 63 164 464 504 950
07:30 58 118 176 19:30 95 65 160 0.811 0.933 0.816
07:45 81 119 200 19:45 75 61 136
08:00 103 108 211 20:00 61 75 136 12:00 to 00:00
08:15 106 111 217 20:15 52 62 114 4342 4069 8411
08:30 99 130 229 20:30 52 64 116 16:30 14:15 14:00
08:45 118 122 240 20:45 50 51 101 554 581 1089
09:00 104 118 222 21:00 57 37 94 0.942 0.949 0.949
09:15 96 129 225 21:15 44 33 77
09:30 103 135 238 21:30 26 30 56 07:00 to 09:00
09:45 111 108 219 21:45 37 16 53 674 853 1527
10:00 96 101 197 22:00 34 15 49 8:00 8:00 8:00
10:15 103 118 221 22:15 16 11 27 426 471 897
10:30 99 136 235 22:30 28 13 41 0.903 0.906 0.934
10:45 122 135 257 22:45 10 9 19
11:00 104 103 207 23:00 15 9 24 16:00 to 18:00
11:15 103 122 225 23:15 11 11 22 1061 936 1997
11:30 114 113 227 23:30 12 8 20 16:30 16:15 16:30
11:45 143 148 291 23:45 8 4 12 554 505 1057
TOTALS 0 0 2271 2510 4781 TOTALS 0 0 4342 4069 8411 0.942 0.836 0.887 SPLIT % 0% 0% 48% 52% 36% SPLIT % 0% 0% 52% 48% 64%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Point San Pedro Rd W/O Loch Lomond Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_007
NB SB EB WB Total
0 0 9,568 9,355 18,923

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 13 4 17 12:00 192 237 429 00:00 01:00 34 17 51
00:15 13 3 16 12:15 187 188 375 01:00 02:00 21 15 36
00:30 6 7 13 12:30 200 150 350 02:00 03:00 7 7 14
00:45 2 3 5 12:45 185 174 359 03:00 04:00 11 9 20
01:00 2 3 5 13:00 166 171 337 04:00 05:00 14 22 36
01:15 9 5 14 13:15 173 190 363 05:00 06:00 101 85 186
01:30 6 4 10 13:30 164 168 332 06:00 07:00 190 211 401
01:45 4 3 7 13:45 190 162 352 07:00 08:00 463 551 1014
02:00 4 4 8 14:00 175 173 348 08:00 09:00 597 686 1283
02:15 3 0 3 14:15 182 198 380 09:00 10:00 571 709 1280
02:30 0 3 3 14:30 180 210 390 10:00 11:00 621 703 1324
02:45 0 0 0 14:45 200 167 367 11:00 12:00 667 714 1381
03:00 0 1 1 15:00 156 173 329 12:00 13:00 764 749 1513
03:15 1 4 5 15:15 194 186 380 13:00 14:00 693 691 1384
03:30 5 1 6 15:30 153 176 329 14:00 15:00 737 748 1485
03:45 5 3 8 15:45 205 145 350 15:00 16:00 708 680 1388
04:00 0 3 3 16:00 179 160 339 16:00 17:00 741 650 1391
04:15 2 3 5 16:15 179 167 346 17:00 18:00 739 666 1405
04:30 4 7 11 16:30 178 164 342 18:00 19:00 609 483 1092 04:45 8 9 17 16:45 205 159 364 19:00 20:00 507 366 873
05:00 14 8 22 17:00 171 194 365 20:00 21:00 316 311 627 05:15 22 20 42 17:15 198 165 363 21:00 22:00 260 163 423 05:30 32 24 56 17:30 181 144 325 22:00 23:00 126 75 201 05:45 33 33 66 17:45 189 163 352 23:00 00:00 71 44 115
06:00 30 44 74 18:00 166 138 304
06:15 40 53 93 18:15 189 120 309 NB SB EB WB TOTAL
06:30 55 46 101 18:30 134 119 253 00:00 to 12:00
06:45 65 68 133 18:45 120 106 226 3297 3729 7026
07:00 65 103 168 19:00 134 98 232 10:45 10:30 10:45
07:15 104 115 219 19:15 137 105 242 678 738 1385
07:30 115 156 271 19:30 134 86 220 0.874 0.937 0.888
07:45 179 177 356 19:45 102 77 179
08:00 132 156 288 20:00 83 78 161 12:00 to 00:00
08:15 142 161 303 20:15 86 65 151 6271 5626 11897
08:30 156 185 341 20:30 72 88 160 12:00 12:00 12:00
08:45 167 184 351 20:45 75 80 155 764 749 1513
09:00 148 180 328 21:00 81 54 135 0.955 0.790 0.882
09:15 142 171 313 21:15 60 49 109
09:30 129 199 328 21:30 63 35 98 07:00 to 09:00
09:45 152 159 311 21:45 56 25 81 1060 1237 2297
10:00 140 140 280 22:00 50 21 71 7:45 8:00 7:45
10:15 150 170 320 22:15 25 16 41 609 686 1288
10:30 137 197 334 22:30 34 20 54 0.851 0.927 0.904
10:45 194 196 390 22:45 17 18 35
11:00 153 152 305 23:00 28 17 45 16:00 to 18:00
11:15 139 193 332 23:15 17 13 30 1480 1316 2796
11:30 192 166 358 23:30 14 8 22 16:45 16:15 16:30
11:45 183 203 386 23:45 12 6 18 755 684 1434
TOTALS 0 0 3297 3729 7026 TOTALS 0 0 6271 5626 11897 0.921 0.881 0.982 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 53% 47% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Point San Pedro Rd/3rd St W/O Embarcadero Way

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700
800
900 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_008
NB SB EB WB Total
3,560 2,754 0 0 6,314

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 85 54 139 00:00 01:00 1 1 2
00:15 0 0 0 12:15 75 48 123 01:00 02:00 2 1 3
00:30 0 0 0 12:30 67 62 129 02:00 03:00 5 4 9
00:45 1 1 2 12:45 67 60 127 03:00 04:00 12 16 28
01:00 0 1 1 13:00 66 59 125 04:00 05:00 27 30 57
01:15 0 0 0 13:15 79 54 133 05:00 06:00 52 116 168
01:30 2 0 2 13:30 63 48 111 06:00 07:00 234 229 463
01:45 0 0 0 13:45 64 62 126 07:00 08:00 373 248 621
02:00 0 2 2 14:00 71 43 114 08:00 09:00 331 228 559
02:15 2 1 3 14:15 59 34 93 09:00 10:00 246 235 481
02:30 1 0 1 14:30 83 51 134 10:00 11:00 303 208 511
02:45 2 1 3 14:45 87 49 136 11:00 12:00 295 214 509
03:00 1 1 2 15:00 72 47 119 12:00 13:00 294 224 518
03:15 3 0 3 15:15 52 50 102 13:00 14:00 272 223 495
03:30 4 6 10 15:30 57 44 101 14:00 15:00 300 177 477
03:45 4 9 13 15:45 67 36 103 15:00 16:00 248 177 425
04:00 6 5 11 16:00 66 35 101 16:00 17:00 213 140 353
04:15 5 6 11 16:15 49 40 89 17:00 18:00 154 93 247
04:30 5 9 14 16:30 51 33 84 18:00 19:00 69 59 128
04:45 11 10 21 16:45 47 32 79 19:00 20:00 47 35 82
05:00 14 14 28 17:00 48 32 80 20:00 21:00 39 43 82
05:15 11 29 40 17:15 38 25 63 21:00 22:00 23 28 51
05:30 9 29 38 17:30 32 19 51 22:00 23:00 14 15 29
05:45 18 44 62 17:45 36 17 53 23:00 00:00 6 10 16
06:00 40 33 73 18:00 23 17 40
06:15 53 51 104 18:15 14 19 33 NB SB EB WB TOTAL
06:30 61 60 121 18:30 13 12 25 00:00 to 12:00
06:45 80 85 165 18:45 19 11 30 1881 1530 3411
07:00 80 69 149 19:00 14 7 21 7:15 6:45 6:45
07:15 104 71 175 19:15 12 10 22 385 288 636
07:30 84 63 147 19:30 16 10 26 0.917 0.847 0.909
07:45 105 45 150 19:45 5 8 13
08:00 92 57 149 20:00 6 15 21 12:00 to 00:00
08:15 76 48 124 20:15 11 13 24 1679 1224 2903
08:30 88 61 149 20:30 12 8 20 14:15 12:30 12:00
08:45 75 62 137 20:45 10 7 17 301 235 518
09:00 54 68 122 21:00 5 5 10 0.865 0.948 0.932
09:15 48 56 104 21:15 5 8 13
09:30 65 58 123 21:30 6 8 14 07:00 to 09:00
09:45 79 53 132 21:45 7 7 14 704 476 1180
10:00 88 48 136 22:00 5 3 8 7:15 7:00 7:00
10:15 70 51 121 22:15 3 5 8 385 248 621
10:30 69 60 129 22:30 1 1 2 0.917 0.873 0.887
10:45 76 49 125 22:45 5 6 11
11:00 74 64 138 23:00 1 2 3 16:00 to 18:00
11:15 72 46 118 23:15 1 2 3 367 233 600
11:30 73 63 136 23:30 1 2 3 16:00 16:00 16:00
11:45 76 41 117 23:45 3 4 7 213 140 353
TOTALS 1881 1530 0 0 3411 TOTALS 1679 1224 0 0 2903 0.807 0.875 0.874 SPLIT % 55% 45% 0% 0% 54% SPLIT % 58% 42% 0% 0% 46%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Andersen Dr S/O Simms St/Jacoby St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_009
NB SB EB WB Total
0 0 7,327 13,578 20,905

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 4 6 12:00 136 267 403 00:00 01:00 7 23 30
00:15 3 7 10 12:15 134 261 395 01:00 02:00 7 16 23
00:30 1 7 8 12:30 136 233 369 02:00 03:00 10 15 25
00:45 1 5 6 12:45 115 225 340 03:00 04:00 12 28 40
01:00 2 4 6 13:00 156 231 387 04:00 05:00 48 71 119
01:15 3 6 9 13:15 136 256 392 05:00 06:00 115 220 335
01:30 1 4 5 13:30 134 254 388 06:00 07:00 298 613 911
01:45 1 2 3 13:45 130 235 365 07:00 08:00 462 1313 1775 02:00 3 1 4 14:00 117 238 355 08:00 09:00 484 1154 1638 02:15 3 2 5 14:15 129 203 332 09:00 10:00 552 1123 1675 02:30 3 6 9 14:30 136 224 360 10:00 11:00 492 1042 1534 02:45 1 6 7 14:45 120 246 366 11:00 12:00 519 1047 1566 03:00 0 0 0 15:00 170 251 421 12:00 13:00 521 986 1507
03:15 0 7 7 15:15 123 225 348 13:00 14:00 556 976 1532
03:30 7 10 17 15:30 152 220 372 14:00 15:00 502 911 1413 03:45 5 11 16 15:45 151 196 347 15:00 16:00 596 892 1488 04:00 11 6 17 16:00 170 209 379 16:00 17:00 718 797 1515 04:15 9 10 19 16:15 205 183 388 17:00 18:00 566 703 1269 04:30 7 22 29 16:30 168 204 372 18:00 19:00 384 620 1004 04:45 21 33 54 16:45 175 201 376 19:00 20:00 205 421 626 05:00 18 37 55 17:00 153 192 345 20:00 21:00 135 296 431 05:15 32 40 72 17:15 146 191 337 21:00 22:00 86 175 261 05:30 26 48 74 17:30 151 158 309 22:00 23:00 31 99 130
05:45 39 95 134 17:45 116 162 278 23:00 00:00 21 37 58
06:00 44 75 119 18:00 127 173 300
06:15 64 121 185 18:15 103 174 277 NB SB EB WB TOTAL
06:30 74 185 259 18:30 89 127 216 00:00 to 12:00
06:45 116 232 348 18:45 65 146 211 3006 6665 9671
07:00 118 275 393 19:00 62 121 183 9:00 7:15 7:15
07:15 107 337 444 19:15 63 108 171 552 1365 1838
07:30 120 354 474 19:30 41 103 144 0.868 0.964 0.969
07:45 117 347 464 19:45 39 89 128
08:00 129 327 456 20:00 43 87 130 12:00 to 00:00
08:15 112 318 430 20:15 46 82 128 4321 6913 11234
08:30 122 229 351 20:30 21 67 88 16:00 12:00 13:00
08:45 121 280 401 20:45 25 60 85 718 986 1532
09:00 159 283 442 21:00 25 51 76 0.876 0.923 0.977
09:15 122 268 390 21:15 22 33 55
09:30 149 268 417 21:30 15 53 68 07:00 to 09:00
09:45 122 304 426 21:45 24 38 62 946 2467 3413
10:00 135 274 409 22:00 12 25 37 8:00 7:15 7:15
10:15 140 259 399 22:15 8 29 37 484 1365 1838
10:30 105 268 373 22:30 3 22 25 0.938 0.964 0.969
10:45 112 241 353 22:45 8 23 31
11:00 118 266 384 23:00 4 11 15 16:00 to 18:00
11:15 129 251 380 23:15 6 10 16 1284 1500 2784
11:30 147 261 408 23:30 5 8 13 16:00 16:00 16:00
11:45 125 269 394 23:45 6 8 14 718 797 1515
TOTALS 0 0 3006 6665 9671 TOTALS 0 0 4321 6913 11234 0.876 0.953 0.976 SPLIT % 0% 0% 31% 69% 46% SPLIT % 0% 0% 38% 62% 54%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Andersen Dr Bet. Francisco Blvd W & Ballam Blvd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 09/07/2023 Project #: CA23_080248_010
NB SB EB WB Total
0 0 3,190 4,200 7,390

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 1 5 12:00 56 67 123 00:00 01:00 5 6 11
00:15 1 0 1 12:15 56 84 140 01:00 02:00 4 7 11
00:30 0 3 3 12:30 49 81 130 02:00 03:00 1 1 2
00:45 0 2 2 12:45 66 93 159 03:00 04:00 8 5 13
01:00 4 3 7 13:00 55 69 124 04:00 05:00 7 17 24
01:15 0 3 3 13:15 47 84 131 05:00 06:00 37 30 67
01:30 0 0 0 13:30 50 75 125 06:00 07:00 67 94 161
01:45 0 1 1 13:45 49 89 138 07:00 08:00 176 244 420
02:00 1 1 2 14:00 63 83 146 08:00 09:00 264 316 580
02:15 0 0 0 14:15 68 61 129 09:00 10:00 316 245 561
02:30 0 0 0 14:30 69 97 166 10:00 11:00 193 313 506
02:45 0 0 0 14:45 63 90 153 11:00 12:00 240 375 615
03:00 0 1 1 15:00 65 105 170 12:00 13:00 227 325 552
03:15 2 0 2 15:15 73 93 166 13:00 14:00 201 317 518
03:30 5 1 6 15:30 71 83 154 14:00 15:00 263 331 594
03:45 1 3 4 15:45 87 75 162 15:00 16:00 296 356 652
04:00 1 4 5 16:00 78 79 157 16:00 17:00 335 335 670
04:15 1 5 6 16:15 81 86 167 17:00 18:00 213 318 531
04:30 1 2 3 16:30 87 74 161 18:00 19:00 132 190 322
04:45 4 6 10 16:45 89 96 185 19:00 20:00 84 133 217
05:00 5 4 9 17:00 80 98 178 20:00 21:00 57 102 159
05:15 3 2 5 17:15 63 93 156 21:00 22:00 35 77 112
05:30 8 8 16 17:30 39 74 113 22:00 23:00 17 47 64
05:45 21 16 37 17:45 31 53 84 23:00 00:00 12 16 28
06:00 13 12 25 18:00 41 45 86
06:15 9 20 29 18:15 34 47 81 NB SB EB WB TOTAL
06:30 16 20 36 18:30 27 56 83 00:00 to 12:00
06:45 29 42 71 18:45 30 42 72 1318 1653 2971
07:00 33 48 81 19:00 22 50 72 8:45 11:00 11:00
07:15 32 56 88 19:15 28 31 59 342 375 615
07:30 49 61 110 19:30 20 23 43 0.929 0.901 0.955
07:45 62 79 141 19:45 14 29 43
08:00 71 81 152 20:00 11 36 47 12:00 to 00:00
08:15 46 82 128 20:15 20 18 38 1872 2547 4419
08:30 69 89 158 20:30 12 32 44 16:15 14:30 16:15
08:45 78 64 142 20:45 14 16 30 337 385 691
09:00 92 59 151 21:00 14 21 35 0.947 0.917 0.934
09:15 92 66 158 21:15 6 17 23
09:30 80 55 135 21:30 8 18 26 07:00 to 09:00
09:45 52 65 117 21:45 7 21 28 440 560 1000
10:00 55 81 136 22:00 2 18 20 8:00 7:45 8:00
10:15 47 74 121 22:15 6 6 12 264 331 580
10:30 37 74 111 22:30 7 20 27 0.846 0.930 0.918
10:45 54 84 138 22:45 2 3 5
11:00 58 89 147 23:00 1 5 6 16:00 to 18:00
11:15 74 86 160 23:15 2 2 4 548 653 1201
11:30 51 96 147 23:30 2 6 8 16:15 16:30 16:15
11:45 57 104 161 23:45 7 3 10 337 361 691
TOTALS 0 0 1318 1653 2971 TOTALS 0 0 1872 2547 4419 0.947 0.921 0.934 SPLIT % 0% 0% 44% 56% 40% SPLIT % 0% 0% 42% 58% 60%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Andersen Dr Bet. Lindaro St & Irwin St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_011
NB SB EB WB Total
1,282 1,895 0 0 3,177

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 8 10 12:00 24 46 70 00:00 01:00 10 19 29
00:15 3 5 8 12:15 23 24 47 01:00 02:00 2 6 8
00:30 0 2 2 12:30 27 32 59 02:00 03:00 1 2 3
00:45 5 4 9 12:45 24 31 55 03:00 04:00 2 1 3
01:00 0 1 1 13:00 29 39 68 04:00 05:00 7 6 13
01:15 2 3 5 13:15 18 24 42 05:00 06:00 20 12 32
01:30 0 1 1 13:30 14 27 41 06:00 07:00 34 49 83
01:45 0 1 1 13:45 24 34 58 07:00 08:00 76 77 153
02:00 1 1 2 14:00 15 33 48 08:00 09:00 95 183 278
02:15 0 0 0 14:15 21 25 46 09:00 10:00 80 113 193
02:30 0 1 1 14:30 26 26 52 10:00 11:00 77 106 183
02:45 0 0 0 14:45 18 16 34 11:00 12:00 79 110 189
03:00 0 0 0 15:00 22 38 60 12:00 13:00 98 133 231
03:15 0 1 1 15:15 14 34 48 13:00 14:00 85 124 209
03:30 0 0 0 15:30 22 27 49 14:00 15:00 80 100 180
03:45 2 0 2 15:45 22 29 51 15:00 16:00 80 128 208
04:00 3 1 4 16:00 30 32 62 16:00 17:00 98 142 240
04:15 0 0 0 16:15 23 34 57 17:00 18:00 105 156 261
04:30 4 2 6 16:30 20 38 58 18:00 19:00 84 148 232
04:45 0 3 3 16:45 25 38 63 19:00 20:00 59 80 139
05:00 2 1 3 17:00 33 38 71 20:00 21:00 43 82 125
05:15 5 4 9 17:15 19 35 54 21:00 22:00 40 70 110
05:30 5 5 10 17:30 24 47 71 22:00 23:00 20 34 54
05:45 8 2 10 17:45 29 36 65 23:00 00:00 7 14 21
06:00 4 6 10 18:00 25 48 73
06:15 3 9 12 18:15 20 35 55 NB SB EB WB TOTAL
06:30 9 11 20 18:30 16 35 51 00:00 to 12:00
06:45 18 23 41 18:45 23 30 53 483 684 1167
07:00 13 14 27 19:00 14 18 32 8:00 8:15 8:00
07:15 16 18 34 19:15 10 23 33 95 185 278
07:30 23 23 46 19:30 20 24 44 0.913 0.712 0.772
07:45 24 22 46 19:45 15 15 30
08:00 25 36 61 20:00 6 13 19 12:00 to 00:00
08:15 19 40 59 20:15 15 31 46 799 1211 2010
08:30 26 42 68 20:30 8 19 27 17:00 17:15 17:30
08:45 25 65 90 20:45 14 19 33 105 166 264
09:00 21 38 59 21:00 14 18 32 0.795 0.865 0.904
09:15 17 24 41 21:15 8 24 32
09:30 19 19 38 21:30 10 20 30 07:00 to 09:00
09:45 23 32 55 21:45 8 8 16 171 260 431
10:00 21 26 47 22:00 5 9 14 8:00 8:00 8:00
10:15 15 30 45 22:15 8 10 18 95 183 278
10:30 27 33 60 22:30 3 5 8 0.913 0.704 0.772
10:45 14 17 31 22:45 4 10 14
11:00 26 25 51 23:00 3 6 9 16:00 to 18:00
11:15 20 28 48 23:15 1 4 5 203 298 501
11:30 18 20 38 23:30 2 3 5 17:00 16:45 17:00
11:45 15 37 52 23:45 1 1 2 105 158 261
TOTALS 483 684 0 0 1167 TOTALS 799 1211 0 0 2010 0.795 0.840 0.919 SPLIT % 41% 59% 0% 0% 37% SPLIT % 40% 60% 0% 0% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
B St Bet. Albert Park Ln & Treanor St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140
160
180
200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_012
NB SB EB WB Total
85 83 0 0 168

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 2 4 6 00:00 01:00 0 0 0
00:15 0 0 0 12:15 1 1 2 01:00 02:00 0 0 0
00:30 0 0 0 12:30 2 1 3 02:00 03:00 0 0 0
00:45 0 0 0 12:45 0 4 4 03:00 04:00 0 0 0
01:00 0 0 0 13:00 3 3 6 04:00 05:00 0 0 0
01:15 0 0 0 13:15 1 0 1 05:00 06:00 1 2 3
01:30 0 0 0 13:30 0 0 0 06:00 07:00 0 2 2
01:45 0 0 0 13:45 2 0 2 07:00 08:00 2 5 7
02:00 0 0 0 14:00 0 0 0 08:00 09:00 6 8 14
02:15 0 0 0 14:15 1 1 2 09:00 10:00 5 5 10
02:30 0 0 0 14:30 1 4 5 10:00 11:00 9 4 13
02:45 0 0 0 14:45 1 2 3 11:00 12:00 2 5 7
03:00 0 0 0 15:00 4 0 4 12:00 13:00 5 10 15
03:15 0 0 0 15:15 6 2 8 13:00 14:00 6 3 9
03:30 0 0 0 15:30 1 5 6 14:00 15:00 3 7 10
03:45 0 0 0 15:45 3 1 4 15:00 16:00 14 8 22
04:00 0 0 0 16:00 2 0 2 16:00 17:00 10 8 18
04:15 0 0 0 16:15 3 4 7 17:00 18:00 3 6 9
04:30 0 0 0 16:30 1 2 3 18:00 19:00 11 5 16
04:45 0 0 0 16:45 4 2 6 19:00 20:00 2 4 6
05:00 1 1 2 17:00 2 3 5 20:00 21:00 2 0 2
05:15 0 0 0 17:15 1 1 2 21:00 22:00 4 0 4
05:30 0 1 1 17:30 0 1 1 22:00 23:00 0 1 1
05:45 0 0 0 17:45 0 1 1 23:00 00:00 0 0 0
06:00 0 1 1 18:00 3 1 4
06:15 0 0 0 18:15 1 1 2 NB SB EB WB TOTAL
06:30 0 0 0 18:30 4 3 7 00:00 to 12:00
06:45 0 1 1 18:45 3 0 3 25 31 56
07:00 0 2 2 19:00 0 1 1 10:00 8:00 10:15
07:15 0 2 2 19:15 0 1 1 9 8 15
07:30 1 1 2 19:30 1 2 3 0.281 0.667 0.375
07:45 1 0 1 19:45 1 0 1
08:00 1 1 2 20:00 1 0 1 12:00 to 00:00
08:15 2 2 4 20:15 1 0 1 60 52 112
08:30 2 2 4 20:30 0 0 0 15:00 16:15 15:00
08:45 1 3 4 20:45 0 0 0 14 11 22
09:00 1 0 1 21:00 3 0 3 0.583 0.688 0.688
09:15 2 2 4 21:15 1 0 1
09:30 0 3 3 21:30 0 0 0 07:00 to 09:00
09:45 2 0 2 21:45 0 0 0 8 13 21
10:00 1 0 1 22:00 0 1 1 7:45 8:00 8:00
10:15 0 0 0 22:15 0 0 0 6 8 14
10:30 0 2 2 22:30 0 0 0 0.750 0.667 0.875
10:45 8 2 10 22:45 0 0 0
11:00 1 2 3 23:00 0 0 0 16:00 to 18:00
11:15 0 0 0 23:15 0 0 0 13 14 27
11:30 0 1 1 23:30 0 0 0 16:00 16:15 16:15
11:45 1 2 3 23:45 0 0 0 10 11 21
TOTALS 25 31 0 0 56 TOTALS 60 52 0 0 112 0.625 0.688 0.750 SPLIT % 45% 55% 0% 0% 33% SPLIT % 54% 46% 0% 0% 67%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Balboa Ave N/O Las Casas Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 2
4 6
8 10
12 14
16 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_013
NB SB EB WB Total
2,458 2,850 0 0 5,308

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 66 59 125 00:00 01:00 6 3 9
00:15 2 0 2 12:15 82 59 141 01:00 02:00 2 1 3
00:30 4 1 5 12:30 54 70 124 02:00 03:00 2 3 5
00:45 0 1 1 12:45 50 63 113 03:00 04:00 2 1 3
01:00 0 0 0 13:00 39 52 91 04:00 05:00 4 12 16
01:15 0 1 1 13:15 37 54 91 05:00 06:00 21 40 61
01:30 0 0 0 13:30 33 51 84 06:00 07:00 45 87 132
01:45 2 0 2 13:45 45 50 95 07:00 08:00 73 154 227
02:00 0 0 0 14:00 48 50 98 08:00 09:00 177 312 489
02:15 0 1 1 14:15 52 47 99 09:00 10:00 229 235 464
02:30 1 1 2 14:30 42 33 75 10:00 11:00 205 214 419
02:45 1 1 2 14:45 37 57 94 11:00 12:00 287 220 507
03:00 0 0 0 15:00 40 41 81 12:00 13:00 252 251 503
03:15 0 1 1 15:15 37 50 87 13:00 14:00 154 207 361
03:30 2 0 2 15:30 31 52 83 14:00 15:00 179 187 366
03:45 0 0 0 15:45 40 42 82 15:00 16:00 148 185 333
04:00 1 2 3 16:00 51 55 106 16:00 17:00 199 195 394
04:15 0 0 0 16:15 50 58 108 17:00 18:00 144 179 323
04:30 2 2 4 16:30 45 47 92 18:00 19:00 102 113 215
04:45 1 8 9 16:45 53 35 88 19:00 20:00 97 109 206
05:00 4 4 8 17:00 38 54 92 20:00 21:00 76 75 151
05:15 7 7 14 17:15 40 42 82 21:00 22:00 29 41 70
05:30 3 12 15 17:30 35 44 79 22:00 23:00 19 14 33
05:45 7 17 24 17:45 31 39 70 23:00 00:00 6 12 18
06:00 4 18 22 18:00 33 35 68
06:15 6 19 25 18:15 30 31 61 NB SB EB WB TOTAL
06:30 16 23 39 18:30 24 25 49 00:00 to 12:00
06:45 19 27 46 18:45 15 22 37 1053 1282 2335
07:00 18 32 50 19:00 29 40 69 11:00 8:00 11:00
07:15 11 26 37 19:15 27 19 46 287 312 507
07:30 19 41 60 19:30 21 36 57 0.908 0.929 0.918
07:45 25 55 80 19:45 20 14 34
08:00 40 80 120 20:00 21 32 53 12:00 to 00:00
08:15 43 77 120 20:15 19 19 38 1405 1568 2973
08:30 41 84 125 20:30 23 14 37 12:00 12:00 12:00
08:45 53 71 124 20:45 13 10 23 252 251 503
09:00 64 63 127 21:00 8 16 24 0.768 0.896 0.892
09:15 59 59 118 21:15 11 11 22
09:30 49 49 98 21:30 7 8 15 07:00 to 09:00
09:45 57 64 121 21:45 3 6 9 250 466 716
10:00 46 50 96 22:00 7 6 13 8:00 8:00 8:00
10:15 57 55 112 22:15 7 2 9 177 312 489
10:30 53 51 104 22:30 2 3 5 0.835 0.929 0.978
10:45 49 58 107 22:45 3 3 6
11:00 59 45 104 23:00 0 2 2 16:00 to 18:00
11:15 77 61 138 23:15 2 3 5 343 374 717
11:30 79 55 134 23:30 2 1 3 16:00 16:00 16:00
11:45 72 59 131 23:45 2 6 8 199 195 394
TOTALS 1053 1282 0 0 2335 TOTALS 1405 1568 0 0 2973 0.939 0.841 0.912 SPLIT % 45% 55% 0% 0% 44% SPLIT % 47% 53% 0% 0% 56%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Civic Center Dr S/O Mclnnis Pkwy

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 50
100
150
200
250
300
350 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_014
NB SB EB WB Total
5,065 4,158 0 0 9,223

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 5 9 14 12:00 107 80 187 00:00 01:00 13 28 41
00:15 5 6 11 12:15 95 87 182 01:00 02:00 15 10 25
00:30 1 6 7 12:30 82 62 144 02:00 03:00 11 8 19
00:45 2 7 9 12:45 84 78 162 03:00 04:00 5 4 9
01:00 6 3 9 13:00 78 84 162 04:00 05:00 15 8 23
01:15 4 0 4 13:15 90 54 144 05:00 06:00 40 24 64
01:30 3 4 7 13:30 94 70 164 06:00 07:00 98 69 167
01:45 2 3 5 13:45 107 72 179 07:00 08:00 233 263 496
02:00 4 5 9 14:00 80 71 151 08:00 09:00 304 303 607
02:15 0 2 2 14:15 90 68 158 09:00 10:00 301 233 534
02:30 2 0 2 14:30 85 64 149 10:00 11:00 296 214 510
02:45 5 1 6 14:45 124 99 223 11:00 12:00 329 255 584
03:00 2 0 2 15:00 87 74 161 12:00 13:00 368 307 675
03:15 2 1 3 15:15 111 82 193 13:00 14:00 369 280 649
03:30 1 1 2 15:30 108 82 190 14:00 15:00 379 302 681
03:45 0 2 2 15:45 107 94 201 15:00 16:00 413 332 745
04:00 4 3 7 16:00 123 73 196 16:00 17:00 513 287 800
04:15 3 1 4 16:15 110 88 198 17:00 18:00 432 333 765
04:30 3 2 5 16:30 142 51 193 18:00 19:00 330 269 599
04:45 5 2 7 16:45 138 75 213 19:00 20:00 227 201 428
05:00 6 3 9 17:00 113 79 192 20:00 21:00 175 177 352
05:15 5 4 9 17:15 116 89 205 21:00 22:00 119 131 250
05:30 13 9 22 17:30 81 81 162 22:00 23:00 51 79 130
05:45 16 8 24 17:45 122 84 206 23:00 00:00 29 41 70
06:00 10 6 16 18:00 93 74 167
06:15 24 13 37 18:15 95 66 161 NB SB EB WB TOTAL
06:30 26 20 46 18:30 75 78 153 00:00 to 12:00
06:45 38 30 68 18:45 67 51 118 1660 1419 3079
07:00 42 36 78 19:00 61 48 109 10:45 7:30 7:45
07:15 45 62 107 19:15 68 60 128 330 326 621
07:30 67 77 144 19:30 51 48 99 0.897 0.926 0.930
07:45 79 88 167 19:45 47 45 92
08:00 63 85 148 20:00 50 30 80 12:00 to 00:00
08:15 75 76 151 20:15 47 45 92 3405 2739 6144
08:30 100 55 155 20:30 43 47 90 16:00 14:45 16:30
08:45 66 87 153 20:45 35 55 90 513 337 803
09:00 80 70 150 21:00 35 45 80 0.903 0.851 0.942
09:15 60 54 114 21:15 31 30 61
09:30 76 50 126 21:30 28 29 57 07:00 to 09:00
09:45 85 59 144 21:45 25 27 52 537 566 1103
10:00 73 52 125 22:00 18 22 40 7:45 7:30 7:45
10:15 66 51 117 22:15 14 23 37 317 326 621
10:30 74 61 135 22:30 9 20 29 0.793 0.926 0.930
10:45 83 50 133 22:45 10 14 24
11:00 91 58 149 23:00 10 15 25 16:00 to 18:00
11:15 64 61 125 23:15 7 11 18 945 620 1565
11:30 92 63 155 23:30 5 7 12 16:00 17:00 16:30
11:45 82 73 155 23:45 7 8 15 513 333 803
TOTALS 1660 1419 0 0 3079 TOTALS 3405 2739 0 0 6144 0.903 0.935 0.942 SPLIT % 54% 46% 0% 0% 33% SPLIT % 55% 45% 0% 0% 67%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
D St Bet. Ross St & Frances St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 100
200
300
400
500
600 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_015
NB SB EB WB Total
1,664 1,495 0 0 3,159

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 44 19 63 00:00 01:00 0 3 3
00:15 0 1 1 12:15 33 30 63 01:00 02:00 2 1 3
00:30 0 0 0 12:30 26 36 62 02:00 03:00 1 0 1
00:45 0 1 1 12:45 29 32 61 03:00 04:00 1 3 4
01:00 0 0 0 13:00 40 35 75 04:00 05:00 4 1 5
01:15 1 0 1 13:15 30 34 64 05:00 06:00 14 7 21
01:30 0 1 1 13:30 38 34 72 06:00 07:00 65 55 120
01:45 1 0 1 13:45 28 36 64 07:00 08:00 115 80 195
02:00 0 0 0 14:00 42 40 82 08:00 09:00 140 109 249
02:15 1 0 1 14:15 26 37 63 09:00 10:00 123 94 217
02:30 0 0 0 14:30 40 36 76 10:00 11:00 134 99 233
02:45 0 0 0 14:45 36 27 63 11:00 12:00 129 112 241
03:00 1 0 1 15:00 37 38 75 12:00 13:00 132 117 249
03:15 0 1 1 15:15 17 29 46 13:00 14:00 136 139 275
03:30 0 1 1 15:30 33 32 65 14:00 15:00 144 140 284
03:45 0 1 1 15:45 20 23 43 15:00 16:00 107 122 229
04:00 0 0 0 16:00 21 33 54 16:00 17:00 130 136 266
04:15 2 0 2 16:15 32 35 67 17:00 18:00 112 96 208
04:30 0 0 0 16:30 33 41 74 18:00 19:00 73 56 129
04:45 2 1 3 16:45 44 27 71 19:00 20:00 54 61 115
05:00 2 1 3 17:00 29 26 55 20:00 21:00 27 38 65
05:15 3 2 5 17:15 27 21 48 21:00 22:00 11 13 24
05:30 3 3 6 17:30 28 31 59 22:00 23:00 5 9 14
05:45 6 1 7 17:45 28 18 46 23:00 00:00 5 4 9
06:00 7 8 15 18:00 16 18 34
06:15 15 9 24 18:15 15 15 30 NB SB EB WB TOTAL
06:30 19 15 34 18:30 26 11 37 00:00 to 12:00
06:45 24 23 47 18:45 16 12 28 728 564 1292
07:00 26 19 45 19:00 19 15 34 7:30 9:30 7:45
07:15 24 20 44 19:15 11 12 23 153 112 258
07:30 29 23 52 19:30 13 18 31 0.683 0.700 0.806
07:45 36 18 54 19:45 11 16 27
08:00 56 24 80 20:00 8 13 21 12:00 to 00:00
08:15 32 37 69 20:15 8 11 19 936 931 1867
08:30 26 29 55 20:30 6 6 12 14:00 13:45 13:45
08:45 26 19 45 20:45 5 8 13 144 149 285
09:00 36 20 56 21:00 3 3 6 0.857 0.931 0.869
09:15 27 17 44 21:15 1 4 5
09:30 31 33 64 21:30 3 4 7 07:00 to 09:00
09:45 29 24 53 21:45 4 2 6 255 189 444
10:00 28 15 43 22:00 2 3 5 7:30 8:00 7:45
10:15 40 40 80 22:15 1 3 4 153 109 258
10:30 34 18 52 22:30 1 0 1 0.683 0.736 0.806
10:45 32 26 58 22:45 1 3 4
11:00 35 22 57 23:00 2 3 5 16:00 to 18:00
11:15 27 29 56 23:15 1 0 1 242 232 474
11:30 28 21 49 23:30 1 1 2 16:15 16:00 16:15
11:45 39 40 79 23:45 1 0 1 138 136 267
TOTALS 728 564 0 0 1292 TOTALS 936 931 0 0 1867 0.784 0.829 0.902 SPLIT % 56% 44% 0% 0% 41% SPLIT % 50% 50% 0% 0% 59%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Du Bois St Bet. Rice Dr & Andersen Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140
160 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_016
NB SB EB WB Total
0 0 1,208 2,018 3,226

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 1 3 12:00 13 25 38 00:00 01:00 2 4 6
00:15 0 1 1 12:15 29 32 61 01:00 02:00 1 0 1
00:30 0 2 2 12:30 17 27 44 02:00 03:00 2 2 4
00:45 0 0 0 12:45 24 27 51 03:00 04:00 0 4 4
01:00 0 0 0 13:00 22 32 54 04:00 05:00 0 4 4
01:15 0 0 0 13:15 27 32 59 05:00 06:00 5 11 16
01:30 0 0 0 13:30 15 30 45 06:00 07:00 23 26 49
01:45 1 0 1 13:45 27 30 57 07:00 08:00 63 139 202
02:00 1 1 2 14:00 26 27 53 08:00 09:00 86 196 282
02:15 0 0 0 14:15 25 38 63 09:00 10:00 74 98 172
02:30 1 0 1 14:30 16 39 55 10:00 11:00 66 109 175
02:45 0 1 1 14:45 26 54 80 11:00 12:00 88 108 196
03:00 0 1 1 15:00 25 40 65 12:00 13:00 83 111 194
03:15 0 1 1 15:15 30 48 78 13:00 14:00 91 124 215
03:30 0 2 2 15:30 29 41 70 14:00 15:00 93 158 251
03:45 0 0 0 15:45 30 61 91 15:00 16:00 114 190 304
04:00 0 0 0 16:00 19 64 83 16:00 17:00 98 230 328
04:15 0 0 0 16:15 29 52 81 17:00 18:00 120 206 326
04:30 0 2 2 16:30 25 59 84 18:00 19:00 77 122 199
04:45 0 2 2 16:45 25 55 80 19:00 20:00 51 84 135
05:00 0 0 0 17:00 24 65 89 20:00 21:00 39 35 74
05:15 0 0 0 17:15 35 35 70 21:00 22:00 18 30 48
05:30 0 6 6 17:30 28 57 85 22:00 23:00 8 16 24
05:45 5 5 10 17:45 33 49 82 23:00 00:00 6 11 17
06:00 2 1 3 18:00 37 39 76
06:15 4 5 9 18:15 18 33 51 NB SB EB WB TOTAL
06:30 9 6 15 18:30 11 25 36 00:00 to 12:00
06:45 8 14 22 18:45 11 25 36 410 701 1111
07:00 10 10 20 19:00 21 26 47 11:00 7:30 7:30
07:15 19 35 54 19:15 12 23 35 88 205 285
07:30 15 47 62 19:30 9 19 28 0.846 0.869 0.858
07:45 19 47 66 19:45 9 16 25
08:00 22 52 74 20:00 10 10 20 12:00 to 00:00
08:15 24 59 83 20:15 13 4 17 798 1317 2115
08:30 11 43 54 20:30 11 13 24 17:15 15:45 15:45
08:45 29 42 71 20:45 5 8 13 133 236 339
09:00 20 19 39 21:00 9 11 20 0.899 0.922 0.931
09:15 11 26 37 21:15 5 7 12
09:30 23 27 50 21:30 1 6 7 07:00 to 09:00
09:45 20 26 46 21:45 3 6 9 149 335 484
10:00 18 27 45 22:00 3 6 9 8:00 7:30 7:30
10:15 18 31 49 22:15 3 2 5 86 205 285
10:30 14 27 41 22:30 0 5 5 0.741 0.869 0.858
10:45 16 24 40 22:45 2 3 5
11:00 15 27 42 23:00 2 8 10 16:00 to 18:00
11:15 26 22 48 23:15 0 1 1 218 436 654
11:30 21 22 43 23:30 3 0 3 17:00 16:15 16:15
11:45 26 37 63 23:45 1 2 3 120 231 334
TOTALS 0 0 410 701 1111 TOTALS 0 0 798 1317 2115 0.857 0.888 0.938 SPLIT % 0% 0% 37% 63% 34% SPLIT % 0% 0% 38% 62% 66%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
5th Ave Bet. Irwin St & Grand Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_017
NB SB EB WB Total
2,484 2,406 0 0 4,890

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 0 4 12:00 58 54 112 00:00 01:00 12 3 15
00:15 5 3 8 12:15 52 45 97 01:00 02:00 7 3 10
00:30 1 0 1 12:30 42 44 86 02:00 03:00 6 3 9
00:45 2 0 2 12:45 35 49 84 03:00 04:00 1 4 5
01:00 4 0 4 13:00 42 52 94 04:00 05:00 4 2 6
01:15 1 0 1 13:15 34 49 83 05:00 06:00 16 35 51
01:30 0 1 1 13:30 29 41 70 06:00 07:00 31 60 91
01:45 2 2 4 13:45 35 40 75 07:00 08:00 105 152 257
02:00 3 1 4 14:00 47 40 87 08:00 09:00 156 198 354
02:15 2 0 2 14:15 47 41 88 09:00 10:00 142 173 315
02:30 0 2 2 14:30 44 35 79 10:00 11:00 184 164 348
02:45 1 0 1 14:45 34 59 93 11:00 12:00 151 198 349
03:00 0 0 0 15:00 36 44 80 12:00 13:00 187 192 379
03:15 0 1 1 15:15 50 57 107 13:00 14:00 140 182 322
03:30 0 3 3 15:30 48 40 88 14:00 15:00 172 175 347
03:45 1 0 1 15:45 52 52 104 15:00 16:00 186 193 379
04:00 0 0 0 16:00 43 43 86 16:00 17:00 205 160 365
04:15 2 1 3 16:15 62 38 100 17:00 18:00 237 157 394
04:30 1 1 2 16:30 40 41 81 18:00 19:00 171 141 312
04:45 1 0 1 16:45 60 38 98 19:00 20:00 137 86 223
05:00 2 2 4 17:00 61 39 100 20:00 21:00 107 64 171
05:15 3 11 14 17:15 72 36 108 21:00 22:00 74 33 107
05:30 4 11 15 17:30 47 40 87 22:00 23:00 27 15 42
05:45 7 11 18 17:45 57 42 99 23:00 00:00 26 13 39
06:00 4 9 13 18:00 51 48 99
06:15 6 18 24 18:15 43 35 78 NB SB EB WB TOTAL
06:30 11 15 26 18:30 39 35 74 00:00 to 12:00
06:45 10 18 28 18:45 38 23 61 815 995 1810
07:00 15 27 42 19:00 45 29 74 10:15 8:30 8:30
07:15 19 37 56 19:15 29 19 48 192 204 355
07:30 35 41 76 19:30 29 20 49 0.842 0.836 0.906
07:45 36 47 83 19:45 34 18 52
08:00 40 45 85 20:00 30 20 50 12:00 to 00:00
08:15 38 39 77 20:15 28 14 42 1669 1411 3080
08:30 45 53 98 20:30 25 20 45 16:45 14:45 17:00
08:45 33 61 94 20:45 24 10 34 240 200 394
09:00 33 49 82 21:00 13 12 25 0.833 0.847 0.912
09:15 40 41 81 21:15 33 8 41
09:30 34 34 68 21:30 15 9 24 07:00 to 09:00
09:45 35 49 84 21:45 13 4 17 261 350 611
10:00 35 52 87 22:00 9 2 11 7:45 8:00 8:00
10:15 44 47 91 22:15 2 6 8 159 198 354
10:30 57 32 89 22:30 10 5 15 0.883 0.811 0.903
10:45 48 33 81 22:45 6 2 8
11:00 43 40 83 23:00 8 3 11 16:00 to 18:00
11:15 40 39 79 23:15 5 2 7 442 317 759
11:30 41 48 89 23:30 5 5 10 16:45 16:00 17:00
11:45 27 71 98 23:45 8 3 11 240 160 394
TOTALS 815 995 0 0 1810 TOTALS 1669 1411 0 0 3080 0.833 0.930 0.912 SPLIT % 45% 55% 0% 0% 37% SPLIT % 54% 46% 0% 0% 63%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
5th Ave S/O Davenport Ct

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 50
100
150
200
250 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_018
NB SB EB WB Total
0 0 4,106 4,657 8,763

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 7 6 13 12:00 75 68 143 00:00 01:00 21 15 36
00:15 7 6 13 12:15 88 94 182 01:00 02:00 7 12 19
00:30 5 3 8 12:30 91 86 177 02:00 03:00 9 4 13
00:45 2 0 2 12:45 79 95 174 03:00 04:00 4 14 18
01:00 2 3 5 13:00 71 90 161 04:00 05:00 10 24 34
01:15 2 4 6 13:15 80 77 157 05:00 06:00 29 63 92
01:30 1 2 3 13:30 93 95 188 06:00 07:00 62 99 161
01:45 2 3 5 13:45 90 107 197 07:00 08:00 144 219 363
02:00 4 1 5 14:00 84 81 165 08:00 09:00 236 348 584
02:15 3 1 4 14:15 87 85 172 09:00 10:00 256 310 566
02:30 1 1 2 14:30 89 70 159 10:00 11:00 287 319 606
02:45 1 1 2 14:45 72 93 165 11:00 12:00 313 334 647
03:00 1 3 4 15:00 76 96 172 12:00 13:00 333 343 676
03:15 0 5 5 15:15 84 84 168 13:00 14:00 334 369 703
03:30 1 0 1 15:30 85 82 167 14:00 15:00 332 329 661
03:45 2 6 8 15:45 87 100 187 15:00 16:00 332 362 694
04:00 4 3 7 16:00 87 92 179 16:00 17:00 328 387 715
04:15 4 7 11 16:15 72 87 159 17:00 18:00 283 329 612
04:30 1 9 10 16:30 87 100 187 18:00 19:00 226 246 472
04:45 1 5 6 16:45 82 108 190 19:00 20:00 184 205 389
05:00 3 15 18 17:00 66 76 142 20:00 21:00 140 126 266
05:15 6 7 13 17:15 76 85 161 21:00 22:00 128 117 245
05:30 9 17 26 17:30 67 84 151 22:00 23:00 74 57 131
05:45 11 24 35 17:45 74 84 158 23:00 00:00 34 26 60
06:00 10 16 26 18:00 66 66 132
06:15 13 22 35 18:15 57 76 133 NB SB EB WB TOTAL
06:30 16 31 47 18:30 54 50 104 00:00 to 12:00
06:45 23 30 53 18:45 49 54 103 1378 1761 3139
07:00 26 38 64 19:00 56 58 114 11:00 8:15 11:00
07:15 22 59 81 19:15 56 63 119 313 363 647
07:30 37 47 84 19:30 26 47 73 0.921 0.825 0.865
07:45 59 75 134 19:45 46 37 83
08:00 48 65 113 20:00 28 30 58 12:00 to 00:00
08:15 59 91 150 20:15 35 31 66 2728 2896 5624
08:30 68 82 150 20:30 43 26 69 13:30 16:00 13:30
08:45 61 110 171 20:45 34 39 73 354 387 722
09:00 72 80 152 21:00 43 27 70 0.952 0.896 0.916
09:15 55 86 141 21:15 33 33 66
09:30 52 72 124 21:30 18 36 54 07:00 to 09:00
09:45 77 72 149 21:45 34 21 55 380 567 947
10:00 77 65 142 22:00 23 21 44 8:00 8:00 8:00
10:15 66 95 161 22:15 18 12 30 236 348 584
10:30 73 79 152 22:30 19 17 36 0.868 0.791 0.854
10:45 71 80 151 22:45 14 7 21
11:00 71 70 141 23:00 11 8 19 16:00 to 18:00
11:15 79 85 164 23:15 8 7 15 611 716 1327
11:30 78 77 155 23:30 7 6 13 16:00 16:00 16:00
11:45 85 102 187 23:45 8 5 13 328 387 715
TOTALS 0 0 1378 1761 3139 TOTALS 0 0 2728 2896 5624 0.943 0.896 0.941 SPLIT % 0% 0% 44% 56% 36% SPLIT % 0% 0% 49% 51% 64%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
4th St Bet. F St & Shaver St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400
450 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_019
NB SB EB WB Total
0 0 19,127 19,011 38,138

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 42 24 66 12:00 346 335 681 00:00 01:00 91 69 160
00:15 24 22 46 12:15 379 335 714 01:00 02:00 30 34 64
00:30 16 14 30 12:30 360 356 716 02:00 03:00 28 25 53
00:45 9 9 18 12:45 322 313 635 03:00 04:00 29 31 60
01:00 8 10 18 13:00 355 340 695 04:00 05:00 73 78 151
01:15 12 11 23 13:15 350 351 701 05:00 06:00 203 173 376 01:30 6 7 13 13:30 358 307 665 06:00 07:00 518 533 1051 01:45 4 6 10 13:45 328 355 683 07:00 08:00 1037 1010 2047 02:00 5 6 11 14:00 370 319 689 08:00 09:00 1353 1241 2594 02:15 10 5 15 14:15 318 345 663 09:00 10:00 1363 1249 2612 02:30 3 6 9 14:30 357 295 652 10:00 11:00 1307 1125 2432 02:45 10 8 18 14:45 359 334 693 11:00 12:00 1377 1251 2628 03:00 3 9 12 15:00 358 377 735 12:00 13:00 1407 1339 2746 03:15 6 7 13 15:15 393 380 773 13:00 14:00 1391 1353 2744 03:30 8 6 14 15:30 388 319 707 14:00 15:00 1404 1293 2697 03:45 12 9 21 15:45 343 364 707 15:00 16:00 1482 1440 2922 04:00 19 11 30 16:00 333 362 695 16:00 17:00 1397 1588 2985 04:15 13 15 28 16:15 378 399 777 17:00 18:00 1289 1443 2732 04:30 13 27 40 16:30 378 347 725 18:00 19:00 1004 1204 2208 04:45 28 25 53 16:45 308 480 788 19:00 20:00 727 883 1610 05:00 34 24 58 17:00 381 350 731 20:00 21:00 669 681 1350 05:15 43 25 68 17:15 297 387 684 21:00 22:00 537 534 1071 05:30 52 44 96 17:30 315 371 686 22:00 23:00 284 294 578 05:45 74 80 154 17:45 296 335 631 23:00 00:00 127 140 267 06:00 111 70 181 18:00 269 334 603
06:15 114 107 221 18:15 254 319 573 NB SB EB WB TOTAL
06:30 112 156 268 18:30 252 278 530 00:00 to 12:00
06:45 181 200 381 18:45 229 273 502 7409 6819 14228
07:00 208 199 407 19:00 205 250 455 8:15 8:45 8:45
07:15 224 235 459 19:15 187 224 411 1444 1288 2714
07:30 282 274 556 19:30 164 210 374 0.958 0.976 0.972
07:45 323 302 625 19:45 171 199 370
08:00 274 331 605 20:00 160 194 354 12:00 to 00:00
08:15 328 290 618 20:15 186 156 342 11718 12192 23910
08:30 374 299 673 20:30 176 153 329 14:45 16:00 16:15
08:45 377 321 698 20:45 147 178 325 1498 1588 3021
09:00 365 330 695 21:00 158 161 319 0.953 0.827 0.958
09:15 319 326 645 21:15 121 130 251
09:30 365 311 676 21:30 138 129 267 07:00 to 09:00
09:45 314 282 596 21:45 120 114 234 2390 2251 4641
10:00 321 284 605 22:00 82 98 180 8:00 8:00 8:00
10:15 314 270 584 22:15 100 72 172 1353 1241 2594
10:30 336 268 604 22:30 61 67 128 0.897 0.937 0.929
10:45 336 303 639 22:45 41 57 98
11:00 338 290 628 23:00 42 40 82 16:00 to 18:00
11:15 343 301 644 23:15 31 37 68 2686 3031 5717
11:30 358 316 674 23:30 32 37 69 16:15 16:00 16:15
11:45 338 344 682 23:45 22 26 48 1445 1588 3021
TOTALS 0 0 7409 6819 14228 TOTALS 0 0 11718 12192 23910 0.948 0.827 0.958 SPLIT % 0% 0% 52% 48% 37% SPLIT % 0% 0% 49% 51% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
4th St Bet. Alexander Ave & Greenfield Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 200
400
600
800
1000
1200
1400
1600
1800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_020
NB SB EB WB Total
0 0 9,423 8,204 17,627

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 11 7 18 12:00 130 150 280 00:00 01:00 31 19 50
00:15 8 5 13 12:15 161 134 295 01:00 02:00 16 16 32
00:30 7 3 10 12:30 163 121 284 02:00 03:00 13 15 28
00:45 5 4 9 12:45 137 127 264 03:00 04:00 17 17 34
01:00 5 4 9 13:00 147 131 278 04:00 05:00 22 33 55
01:15 3 5 8 13:15 123 134 257 05:00 06:00 82 83 165
01:30 5 2 7 13:30 130 103 233 06:00 07:00 276 243 519
01:45 3 5 8 13:45 123 121 244 07:00 08:00 479 774 1253
02:00 8 6 14 14:00 147 124 271 08:00 09:00 698 645 1343 02:15 1 5 6 14:15 155 122 277 09:00 10:00 465 419 884
02:30 2 1 3 14:30 143 129 272 10:00 11:00 500 411 911
02:45 2 3 5 14:45 168 130 298 11:00 12:00 517 490 1007
03:00 6 2 8 15:00 159 128 287 12:00 13:00 591 532 1123
03:15 4 2 6 15:15 181 168 349 13:00 14:00 523 489 1012
03:30 1 6 7 15:30 185 171 356 14:00 15:00 613 505 1118
03:45 6 7 13 15:45 216 163 379 15:00 16:00 741 630 1371 04:00 7 5 12 16:00 261 155 416 16:00 17:00 1098 625 1723 04:15 2 7 9 16:15 295 137 432 17:00 18:00 964 738 1702
04:30 3 11 14 16:30 270 168 438 18:00 19:00 605 519 1124 04:45 10 10 20 16:45 272 165 437 19:00 20:00 429 353 782 05:00 18 11 29 17:00 266 208 474 20:00 21:00 337 284 621 05:15 8 19 27 17:15 245 174 419 21:00 22:00 215 197 412 05:30 20 21 41 17:30 231 180 411 22:00 23:00 122 94 216 05:45 36 32 68 17:45 222 176 398 23:00 00:00 69 73 142
06:00 42 35 77 18:00 197 131 328
06:15 50 40 90 18:15 136 138 274 NB SB EB WB TOTAL
06:30 85 56 141 18:30 138 126 264 00:00 to 12:00
06:45 99 112 211 18:45 134 124 258 3116 3165 6281
07:00 109 129 238 19:00 143 99 242 8:00 7:30 7:30
07:15 103 190 293 19:15 100 87 187 698 863 1482
07:30 112 219 331 19:30 96 101 197 0.959 0.914 0.948
07:45 155 236 391 19:45 90 66 156
08:00 170 205 375 20:00 105 72 177 12:00 to 00:00
08:15 182 203 385 20:15 74 74 148 6307 5039 11346
08:30 171 129 300 20:30 82 72 154 16:15 17:00 16:15
08:45 175 108 283 20:45 76 66 142 1103 738 1781
09:00 113 102 215 21:00 66 55 121 0.935 0.887 0.939
09:15 128 94 222 21:15 58 60 118
09:30 117 94 211 21:30 49 38 87 07:00 to 09:00
09:45 107 129 236 21:45 42 44 86 1177 1419 2596
10:00 141 114 255 22:00 48 30 78 8:00 7:30 7:30
10:15 111 103 214 22:15 28 26 54 698 863 1482
10:30 120 93 213 22:30 29 19 48 0.959 0.914 0.948
10:45 128 101 229 22:45 17 19 36
11:00 105 115 220 23:00 26 26 52 16:00 to 18:00
11:15 136 105 241 23:15 19 22 41 2062 1363 3425
11:30 139 128 267 23:30 15 11 26 16:15 17:00 16:15
11:45 137 142 279 23:45 9 14 23 1103 738 1781
TOTALS 0 0 3116 3165 6281 TOTALS 0 0 6307 5039 11346 0.935 0.887 0.939 SPLIT % 0% 0% 50% 50% 36% SPLIT % 0% 0% 56% 44% 64%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Francisco Blvd E W/O Yacht Club Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 200
400
600
800
1000
1200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_021
NB SB EB WB Total
0 8,650 0 0 8,650

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 3 12:00 163 163 00:00 01:00 13 13
00:15 4 4 12:15 157 157 01:00 02:00 14 14
00:30 3 3 12:30 187 187 02:00 03:00 27 27
00:45 3 3 12:45 189 189 03:00 04:00 51 51
01:00 3 3 13:00 175 175 04:00 05:00 43 43
01:15 4 4 13:15 165 165 05:00 06:00 105 105
01:30 3 3 13:30 179 179 06:00 07:00 362 362
01:45 4 4 13:45 170 170 07:00 08:00 589 589
02:00 7 7 14:00 171 171 08:00 09:00 643 643
02:15 2 2 14:15 156 156 09:00 10:00 626 626
02:30 7 7 14:30 173 173 10:00 11:00 662 662
02:45 11 11 14:45 174 174 11:00 12:00 644 644
03:00 4 4 15:00 144 144 12:00 13:00 696 696
03:15 9 9 15:15 137 137 13:00 14:00 689 689
03:30 11 11 15:30 143 143 14:00 15:00 674 674
03:45 27 27 15:45 161 161 15:00 16:00 585 585
04:00 9 9 16:00 148 148 16:00 17:00 590 590
04:15 7 7 16:15 140 140 17:00 18:00 570 570
04:30 15 15 16:30 168 168 18:00 19:00 426 426
04:45 12 12 16:45 134 134 19:00 20:00 320 320
05:00 16 16 17:00 185 185 20:00 21:00 197 197
05:15 20 20 17:15 153 153 21:00 22:00 79 79
05:30 19 19 17:30 116 116 22:00 23:00 24 24
05:45 50 50 17:45 116 116 23:00 00:00 21 21
06:00 63 63 18:00 115 115
06:15 79 79 18:15 110 110 NB SB EB WB TOTAL
06:30 90 90 18:30 108 108 00:00 to 12:00
06:45 130 130 18:45 93 93 3779 3779
07:00 118 118 19:00 94 94 9:45 9:45
07:15 149 149 19:15 89 89 669 669
07:30 150 150 19:30 84 84 0.950 0.950
07:45 172 172 19:45 53 53
08:00 178 178 20:00 72 72 12:00 to 00:00
08:15 142 142 20:15 51 51 4871 4871
08:30 157 157 20:30 39 39 12:30 12:30
08:45 166 166 20:45 35 35 716 716
09:00 164 164 21:00 30 30 0.947 0.947
09:15 144 144 21:15 22 22
09:30 144 144 21:30 19 19 07:00 to 09:00
09:45 174 174 21:45 8 8 1232 1232
10:00 153 153 22:00 5 5 7:15 7:15
10:15 166 166 22:15 7 7 649 649
10:30 176 176 22:30 6 6 0.912 0.912
10:45 167 167 22:45 6 6
11:00 149 149 23:00 2 2 16:00 to 18:00
11:15 164 164 23:15 3 3 1160 1160
11:30 160 160 23:30 10 10 16:30 16:30
11:45 171 171 23:45 6 6 640 640
TOTALS 0 3779 0 0 3779 TOTALS 0 4871 0 0 4871 0.865 0.865 SPLIT % 0% 100% 0% 0% 44% SPLIT % 0% 100% 0% 0% 56%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Francisco Blvd E Bet. Irene St & Castro Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_022
NB SB EB WB Total
0 0 1,223 0 1,223

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 12:00 17 17 00:00 01:00 4 4
00:15 4 4 12:15 29 29 01:00 02:00 1 1
00:30 0 0 12:30 27 27 02:00 03:00 1 1
00:45 0 0 12:45 31 31 03:00 04:00 0 0
01:00 0 0 13:00 26 26 04:00 05:00 4 4
01:15 1 1 13:15 37 37 05:00 06:00 5 5
01:30 0 0 13:30 32 32 06:00 07:00 14 14
01:45 0 0 13:45 39 39 07:00 08:00 31 31
02:00 0 0 14:00 35 35 08:00 09:00 62 62
02:15 0 0 14:15 27 27 09:00 10:00 76 76
02:30 1 1 14:30 30 30 10:00 11:00 95 95
02:45 0 0 14:45 34 34 11:00 12:00 94 94
03:00 0 0 15:00 33 33 12:00 13:00 104 104
03:15 0 0 15:15 17 17 13:00 14:00 134 134
03:30 0 0 15:30 29 29 14:00 15:00 126 126
03:45 0 0 15:45 28 28 15:00 16:00 107 107
04:00 0 0 16:00 29 29 16:00 17:00 110 110
04:15 1 1 16:15 24 24 17:00 18:00 93 93
04:30 1 1 16:30 27 27 18:00 19:00 66 66
04:45 2 2 16:45 30 30 19:00 20:00 44 44
05:00 1 1 17:00 35 35 20:00 21:00 37 37
05:15 1 1 17:15 19 19 21:00 22:00 10 10
05:30 0 0 17:30 23 23 22:00 23:00 2 2
05:45 3 3 17:45 16 16 23:00 00:00 3 3
06:00 2 2 18:00 20 20
06:15 3 3 18:15 13 13 NB SB EB WB TOTAL
06:30 2 2 18:30 17 17 00:00 to 12:00
06:45 7 7 18:45 16 16 387 387
07:00 2 2 19:00 11 11 10:30 10:30
07:15 9 9 19:15 16 16 107 107
07:30 9 9 19:30 8 8 0.836 0.836
07:45 11 11 19:45 9 9
08:00 12 12 20:00 10 10 12:00 to 00:00
08:15 10 10 20:15 10 10 836 836
08:30 20 20 20:30 8 8 13:15 13:15
08:45 20 20 20:45 9 9 143 143
09:00 24 24 21:00 5 5 0.917 0.917
09:15 21 21 21:15 1 1
09:30 18 18 21:30 3 3 07:00 to 09:00
09:45 13 13 21:45 1 1 93 93
10:00 20 20 22:00 1 1 8:00 8:00
10:15 15 15 22:15 0 0 62 62
10:30 28 28 22:30 0 0 0.775 0.775
10:45 32 32 22:45 1 1
11:00 27 27 23:00 2 2 16:00 to 18:00
11:15 20 20 23:15 0 0 203 203
11:30 24 24 23:30 1 1 16:15 16:15
11:45 23 23 23:45 0 0 116 116
TOTALS 0 0 387 0 387 TOTALS 0 0 836 0 836 0.829 0.829
SPLIT % 0% 0% 100% 0% 32% SPLIT % 0% 0% 100% 0% 68%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Francisco Blvd W Bet. Irwin St & Rice Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140
160 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_023
NB SB EB WB Total
0 0 1,716 1,431 3,147

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 0 1 12:00 31 33 64 00:00 01:00 2 0 2
00:15 0 0 0 12:15 34 28 62 01:00 02:00 1 1 2
00:30 1 0 1 12:30 51 30 81 02:00 03:00 1 1 2
00:45 0 0 0 12:45 37 32 69 03:00 04:00 1 2 3
01:00 0 0 0 13:00 27 31 58 04:00 05:00 3 3 6
01:15 0 0 0 13:15 36 29 65 05:00 06:00 3 13 16
01:30 0 0 0 13:30 51 24 75 06:00 07:00 12 52 64
01:45 1 1 2 13:45 33 31 64 07:00 08:00 44 95 139
02:00 1 0 1 14:00 40 40 80 08:00 09:00 104 83 187
02:15 0 0 0 14:15 32 34 66 09:00 10:00 100 102 202
02:30 0 0 0 14:30 47 34 81 10:00 11:00 106 123 229
02:45 0 1 1 14:45 28 43 71 11:00 12:00 167 148 315
03:00 0 0 0 15:00 49 33 82 12:00 13:00 153 123 276
03:15 0 0 0 15:15 34 29 63 13:00 14:00 147 115 262
03:30 1 1 2 15:30 35 24 59 14:00 15:00 147 151 298
03:45 0 1 1 15:45 46 28 74 15:00 16:00 164 114 278
04:00 1 1 2 16:00 44 24 68 16:00 17:00 184 110 294
04:15 1 0 1 16:15 46 27 73 17:00 18:00 154 84 238
04:30 0 1 1 16:30 47 29 76 18:00 19:00 103 53 156
04:45 1 1 2 16:45 47 30 77 19:00 20:00 56 30 86
05:00 0 1 1 17:00 44 25 69 20:00 21:00 41 17 58
05:15 0 1 1 17:15 47 22 69 21:00 22:00 16 5 21
05:30 0 5 5 17:30 26 23 49 22:00 23:00 4 5 9
05:45 3 6 9 17:45 37 14 51 23:00 00:00 3 1 4
06:00 4 12 16 18:00 41 23 64
06:15 2 12 14 18:15 17 11 28 NB SB EB WB TOTAL
06:30 1 12 13 18:30 27 12 39 00:00 to 12:00
06:45 5 16 21 18:45 18 7 25 544 623 1167
07:00 9 21 30 19:00 16 8 24 11:00 11:00 11:00
07:15 4 22 26 19:15 14 5 19 167 148 315
07:30 10 21 31 19:30 11 8 19 0.888 0.841 0.865
07:45 21 31 52 19:45 15 9 24
08:00 21 24 45 20:00 18 5 23 12:00 to 00:00
08:15 22 24 46 20:15 13 5 18 1172 808 1980
08:30 23 16 39 20:30 8 5 13 16:30 14:00 14:15
08:45 38 19 57 20:45 2 2 4 185 151 300
09:00 31 24 55 21:00 4 1 5 0.984 0.878 0.915
09:15 26 26 52 21:15 5 1 6
09:30 21 19 40 21:30 4 1 5 07:00 to 09:00
09:45 22 33 55 21:45 3 2 5 148 178 326
10:00 28 26 54 22:00 0 3 3 8:00 7:30 8:00
10:15 34 33 67 22:15 2 0 2 104 100 187
10:30 17 38 55 22:30 0 1 1 0.684 0.806 0.820
10:45 27 26 53 22:45 2 1 3
11:00 35 35 70 23:00 0 0 0 16:00 to 18:00
11:15 42 39 81 23:15 1 0 1 338 194 532
11:30 43 30 73 23:30 2 0 2 16:30 16:15 16:15
11:45 47 44 91 23:45 0 1 1 185 111 295
TOTALS 0 0 544 623 1167 TOTALS 0 0 1172 808 1980 0.984 0.925 0.958 SPLIT % 0% 0% 47% 53% 37% SPLIT % 0% 0% 59% 41% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140
160
180
200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_024
NB SB EB WB Total
2,595 2,194 0 0 4,789

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 1 2 12:00 42 30 72 00:00 01:00 3 3 6
00:15 2 1 3 12:15 56 45 101 01:00 02:00 2 3 5
00:30 0 1 1 12:30 62 57 119 02:00 03:00 2 2 4
00:45 0 0 0 12:45 52 37 89 03:00 04:00 1 1 2
01:00 0 0 0 13:00 44 30 74 04:00 05:00 6 2 8
01:15 1 0 1 13:15 36 37 73 05:00 06:00 19 12 31
01:30 1 2 3 13:30 38 39 77 06:00 07:00 37 26 63
01:45 0 1 1 13:45 58 37 95 07:00 08:00 112 96 208
02:00 2 0 2 14:00 38 47 85 08:00 09:00 243 150 393
02:15 0 2 2 14:15 49 33 82 09:00 10:00 155 121 276
02:30 0 0 0 14:30 38 46 84 10:00 11:00 206 113 319
02:45 0 0 0 14:45 50 60 110 11:00 12:00 157 167 324
03:00 0 0 0 15:00 42 43 85 12:00 13:00 212 169 381
03:15 0 0 0 15:15 44 44 88 13:00 14:00 176 143 319
03:30 0 0 0 15:30 53 39 92 14:00 15:00 175 186 361
03:45 1 1 2 15:45 69 43 112 15:00 16:00 208 169 377
04:00 0 0 0 16:00 75 66 141 16:00 17:00 244 207 451
04:15 0 0 0 16:15 64 49 113 17:00 18:00 219 198 417
04:30 1 1 2 16:30 43 47 90 18:00 19:00 159 170 329
04:45 5 1 6 16:45 62 45 107 19:00 20:00 108 117 225
05:00 0 1 1 17:00 59 43 102 20:00 21:00 69 70 139
05:15 1 0 1 17:15 50 43 93 21:00 22:00 48 44 92
05:30 7 3 10 17:30 66 51 117 22:00 23:00 25 19 44
05:45 11 8 19 17:45 44 61 105 23:00 00:00 9 6 15
06:00 7 5 12 18:00 43 49 92
06:15 8 5 13 18:15 36 43 79 NB SB EB WB TOTAL
06:30 7 6 13 18:30 36 32 68 00:00 to 12:00
06:45 15 10 25 18:45 44 46 90 943 696 1639
07:00 18 17 35 19:00 31 42 73 8:15 7:45 8:00
07:15 30 21 51 19:15 26 20 46 244 167 393
07:30 35 18 53 19:30 26 24 50 0.792 0.684 0.954
07:45 29 40 69 19:45 25 31 56
08:00 42 61 103 20:00 18 24 42 12:00 to 00:00
08:15 55 39 94 20:15 14 23 37 1652 1498 3150
08:30 69 27 96 20:30 20 14 34 15:30 16:00 15:30
08:45 77 23 100 20:45 17 9 26 261 207 458
09:00 43 31 74 21:00 13 12 25 0.870 0.784 0.812
09:15 24 32 56 21:15 15 7 22
09:30 48 23 71 21:30 11 10 21 07:00 to 09:00
09:45 40 35 75 21:45 9 15 24 355 246 601
10:00 43 23 66 22:00 11 6 17 8:00 7:45 8:00
10:15 59 25 84 22:15 8 4 12 243 167 393
10:30 70 34 104 22:30 2 5 7 0.789 0.684 0.954
10:45 34 31 65 22:45 4 4 8
11:00 40 42 82 23:00 3 2 5 16:00 to 18:00
11:15 36 45 81 23:15 4 2 6 463 405 868
11:30 44 35 79 23:30 0 2 2 16:00 16:00 16:00
11:45 37 45 82 23:45 2 0 2 244 207 451
TOTALS 943 696 0 0 1639 TOTALS 1652 1498 0 0 3150 0.813 0.784 0.800 SPLIT % 58% 42% 0% 0% 34% SPLIT % 52% 48% 0% 0% 66%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Grand Ave Bet. Watt Ave & Jewell St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_025
NB SB EB WB Total
0 12,419 0 0 12,419

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 8 8 12:00 226 226 00:00 01:00 25 25
00:15 4 4 12:15 200 200 01:00 02:00 33 33
00:30 7 7 12:30 229 229 02:00 03:00 21 21
00:45 6 6 12:45 218 218 03:00 04:00 35 35
01:00 13 13 13:00 207 207 04:00 05:00 94 94
01:15 3 3 13:15 217 217 05:00 06:00 289 289
01:30 9 9 13:30 181 181 06:00 07:00 507 507
01:45 8 8 13:45 201 201 07:00 08:00 800 800
02:00 2 2 14:00 175 175 08:00 09:00 929 929
02:15 6 6 14:15 173 173 09:00 10:00 819 819
02:30 5 5 14:30 219 219 10:00 11:00 837 837
02:45 8 8 14:45 211 211 11:00 12:00 782 782
03:00 3 3 15:00 221 221 12:00 13:00 873 873
03:15 3 3 15:15 225 225 13:00 14:00 806 806
03:30 9 9 15:30 202 202 14:00 15:00 778 778
03:45 20 20 15:45 219 219 15:00 16:00 867 867
04:00 15 15 16:00 242 242 16:00 17:00 907 907
04:15 15 15 16:15 243 243 17:00 18:00 838 838
04:30 26 26 16:30 207 207 18:00 19:00 756 756
04:45 38 38 16:45 215 215 19:00 20:00 589 589
05:00 39 39 17:00 225 225 20:00 21:00 375 375
05:15 66 66 17:15 211 211 21:00 22:00 248 248
05:30 70 70 17:30 216 216 22:00 23:00 140 140
05:45 114 114 17:45 186 186 23:00 00:00 71 71
06:00 73 73 18:00 190 190
06:15 87 87 18:15 181 181 NB SB EB WB TOTAL
06:30 151 151 18:30 145 145 00:00 to 12:00
06:45 196 196 18:45 240 240 5171 5171
07:00 199 199 19:00 186 186 8:15 8:15
07:15 174 174 19:15 156 156 938 938
07:30 211 211 19:30 119 119 0.965 0.965
07:45 216 216 19:45 128 128
08:00 215 215 20:00 101 101 12:00 to 00:00
08:15 236 236 20:15 112 112 7248 7248
08:30 243 243 20:30 74 74 15:45 15:45
08:45 235 235 20:45 88 88 911 911
09:00 224 224 21:00 73 73 0.937 0.937
09:15 194 194 21:15 66 66
09:30 191 191 21:30 58 58 07:00 to 09:00
09:45 210 210 21:45 51 51 1729 1729
10:00 220 220 22:00 38 38 8:00 8:00
10:15 208 208 22:15 42 42 929 929
10:30 212 212 22:30 36 36 0.956 0.956
10:45 197 197 22:45 24 24
11:00 177 177 23:00 25 25 16:00 to 18:00
11:15 189 189 23:15 18 18 1745 1745
11:30 210 210 23:30 15 15 16:00 16:00
11:45 206 206 23:45 13 13 907 907
TOTALS 0 5171 0 0 5171 TOTALS 0 7248 0 0 7248 0.933 0.933 SPLIT % 0% 100% 0% 0% 42% SPLIT % 0% 100% 0% 0% 58%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Hetherton St Bet. 5th Ave & Mission Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700
800
900
1000 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_026
NB SB EB WB Total
16,478 0 0 0 16,478

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 22 22 12:00 278 278 00:00 01:00 66 66
00:15 18 18 12:15 290 290 01:00 02:00 33 33
00:30 18 18 12:30 332 332 02:00 03:00 26 26
00:45 8 8 12:45 291 291 03:00 04:00 16 16
01:00 8 8 13:00 278 278 04:00 05:00 28 28
01:15 10 10 13:15 304 304 05:00 06:00 162 162
01:30 10 10 13:30 310 310 06:00 07:00 377 377
01:45 5 5 13:45 287 287 07:00 08:00 855 855
02:00 5 5 14:00 300 300 08:00 09:00 1073 1073
02:15 10 10 14:15 319 319 09:00 10:00 1049 1049
02:30 7 7 14:30 315 315 10:00 11:00 1012 1012
02:45 4 4 14:45 306 306 11:00 12:00 1114 1114
03:00 5 5 15:00 305 305 12:00 13:00 1191 1191
03:15 3 3 15:15 336 336 13:00 14:00 1179 1179
03:30 4 4 15:30 321 321 14:00 15:00 1240 1240
03:45 4 4 15:45 331 331 15:00 16:00 1293 1293
04:00 3 3 16:00 290 290 16:00 17:00 1238 1238
04:15 4 4 16:15 321 321 17:00 18:00 1268 1268
04:30 8 8 16:30 281 281 18:00 19:00 1058 1058
04:45 13 13 16:45 346 346 19:00 20:00 747 747
05:00 23 23 17:00 314 314 20:00 21:00 605 605
05:15 35 35 17:15 347 347 21:00 22:00 486 486
05:30 34 34 17:30 308 308 22:00 23:00 243 243
05:45 70 70 17:45 299 299 23:00 00:00 119 119
06:00 58 58 18:00 285 285
06:15 75 75 18:15 269 269 NB SB EB WB TOTAL
06:30 106 106 18:30 268 268 00:00 to 12:00
06:45 138 138 18:45 236 236 5811 5811
07:00 153 153 19:00 206 206 11:00 11:00
07:15 224 224 19:15 189 189 1114 1114
07:30 222 222 19:30 197 197 0.916 0.916
07:45 256 256 19:45 155 155
08:00 301 301 20:00 157 157 12:00 to 00:00
08:15 234 234 20:15 153 153 10667 10667
08:30 242 242 20:30 152 152 16:45 16:45
08:45 296 296 20:45 143 143 1315 1315
09:00 320 320 21:00 134 134 0.947 0.947
09:15 219 219 21:15 129 129
09:30 272 272 21:30 105 105 07:00 to 09:00
09:45 238 238 21:45 118 118 1928 1928
10:00 255 255 22:00 74 74 8:00 8:00
10:15 264 264 22:15 74 74 1073 1073
10:30 257 257 22:30 54 54 0.891 0.891
10:45 236 236 22:45 41 41
11:00 259 259 23:00 31 31 16:00 to 18:00
11:15 276 276 23:15 35 35 2506 2506
11:30 275 275 23:30 30 30 16:45 16:45
11:45 304 304 23:45 23 23 1315 1315
TOTALS 5811 0 0 0 5811 TOTALS 10667 0 0 0 10667 0.947 0.947 SPLIT % 100% 0% 0% 0% 35% SPLIT % 100% 0% 0% 0% 65%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Irwin St Bet. 4th St & 5th Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_027
NB SB EB WB Total
6,856 0 0 0 6,856

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 7 7 12:00 161 161 00:00 01:00 18 18
00:15 7 7 12:15 137 137 01:00 02:00 12 12
00:30 3 3 12:30 136 136 02:00 03:00 16 16
00:45 1 1 12:45 144 144 03:00 04:00 22 22
01:00 5 5 13:00 147 147 04:00 05:00 17 17
01:15 2 2 13:15 145 145 05:00 06:00 40 40
01:30 4 4 13:30 142 142 06:00 07:00 127 127
01:45 1 1 13:45 149 149 07:00 08:00 338 338
02:00 5 5 14:00 100 100 08:00 09:00 417 417
02:15 2 2 14:15 129 129 09:00 10:00 443 443
02:30 4 4 14:30 164 164 10:00 11:00 425 425
02:45 5 5 14:45 123 123 11:00 12:00 549 549
03:00 2 2 15:00 150 150 12:00 13:00 578 578
03:15 7 7 15:15 130 130 13:00 14:00 583 583
03:30 6 6 15:30 142 142 14:00 15:00 516 516
03:45 7 7 15:45 118 118 15:00 16:00 540 540
04:00 1 1 16:00 154 154 16:00 17:00 579 579
04:15 3 3 16:15 145 145 17:00 18:00 560 560
04:30 8 8 16:30 129 129 18:00 19:00 358 358
04:45 5 5 16:45 151 151 19:00 20:00 299 299
05:00 5 5 17:00 155 155 20:00 21:00 207 207
05:15 3 3 17:15 158 158 21:00 22:00 121 121
05:30 18 18 17:30 123 123 22:00 23:00 62 62
05:45 14 14 17:45 124 124 23:00 00:00 29 29
06:00 22 22 18:00 92 92
06:15 23 23 18:15 94 94 NB SB EB WB TOTAL
06:30 38 38 18:30 95 95 00:00 to 12:00
06:45 44 44 18:45 77 77 2424 2424
07:00 58 58 19:00 75 75 11:00 11:00
07:15 90 90 19:15 85 85 549 549
07:30 80 80 19:30 66 66 0.863 0.863
07:45 110 110 19:45 73 73
08:00 104 104 20:00 71 71 12:00 to 00:00
08:15 91 91 20:15 55 55 4432 4432
08:30 115 115 20:30 43 43 16:30 16:30
08:45 107 107 20:45 38 38 593 593
09:00 88 88 21:00 34 34 0.938 0.938
09:15 117 117 21:15 28 28
09:30 114 114 21:30 43 43 07:00 to 09:00
09:45 124 124 21:45 16 16 755 755
10:00 107 107 22:00 22 22 7:45 7:45
10:15 103 103 22:15 13 13 420 420
10:30 106 106 22:30 15 15 0.913 0.913
10:45 109 109 22:45 12 12
11:00 124 124 23:00 14 14 16:00 to 18:00
11:15 136 136 23:15 4 4 1139 1139
11:30 130 130 23:30 6 6 16:30 16:30
11:45 159 159 23:45 5 5 593 593
TOTALS 2424 0 0 0 2424 TOTALS 4432 0 0 0 4432 0.938 0.938 SPLIT % 100% 0% 0% 0% 35% SPLIT % 100% 0% 0% 0% 65%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Kerner Blvd Bet. Bellam Blvd & Irene St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_028
NB SB EB WB Total
1,631 1,576 0 0 3,207

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 5 0 5 12:00 19 21 40 00:00 01:00 10 3 13
00:15 3 2 5 12:15 8 15 23 01:00 02:00 4 4 8
00:30 1 0 1 12:30 12 9 21 02:00 03:00 1 1 2
00:45 1 1 2 12:45 16 18 34 03:00 04:00 5 4 9
01:00 2 1 3 13:00 17 6 23 04:00 05:00 1 9 10
01:15 0 1 1 13:15 13 13 26 05:00 06:00 13 29 42
01:30 2 0 2 13:30 13 11 24 06:00 07:00 53 102 155
01:45 0 2 2 13:45 16 13 29 07:00 08:00 98 97 195
02:00 1 0 1 14:00 14 11 25 08:00 09:00 116 100 216
02:15 0 0 0 14:15 33 19 52 09:00 10:00 79 88 167
02:30 0 0 0 14:30 24 14 38 10:00 11:00 56 63 119
02:45 0 1 1 14:45 19 28 47 11:00 12:00 64 78 142
03:00 1 0 1 15:00 24 25 49 12:00 13:00 55 63 118
03:15 2 0 2 15:15 26 23 49 13:00 14:00 59 43 102
03:30 2 1 3 15:30 20 23 43 14:00 15:00 90 72 162
03:45 0 3 3 15:45 27 26 53 15:00 16:00 97 97 194
04:00 0 1 1 16:00 31 31 62 16:00 17:00 156 127 283
04:15 0 2 2 16:15 32 25 57 17:00 18:00 189 143 332
04:30 0 1 1 16:30 55 34 89 18:00 19:00 158 149 307
04:45 1 5 6 16:45 38 37 75 19:00 20:00 93 118 211
05:00 3 4 7 17:00 41 29 70 20:00 21:00 96 84 180
05:15 1 6 7 17:15 56 34 90 21:00 22:00 63 57 120
05:30 3 6 9 17:30 51 40 91 22:00 23:00 53 32 85
05:45 6 13 19 17:45 41 40 81 23:00 00:00 22 13 35
06:00 9 19 28 18:00 37 43 80
06:15 13 22 35 18:15 45 38 83 NB SB EB WB TOTAL
06:30 15 34 49 18:30 42 33 75 00:00 to 12:00
06:45 16 27 43 18:45 34 35 69 500 578 1078
07:00 21 28 49 19:00 21 35 56 7:30 6:15 7:30
07:15 19 19 38 19:15 32 27 59 128 111 231
07:30 28 20 48 19:30 17 29 46 0.780 0.816 0.825
07:45 30 30 60 19:45 23 27 50
08:00 41 29 70 20:00 23 20 43 12:00 to 00:00
08:15 29 24 53 20:15 29 30 59 1131 998 2129
08:30 23 25 48 20:30 20 12 32 16:30 17:30 17:15
08:45 23 22 45 20:45 24 22 46 190 161 342
09:00 21 15 36 21:00 17 14 31 0.848 0.936 0.940
09:15 21 19 40 21:15 17 28 45
09:30 23 24 47 21:30 11 6 17 07:00 to 09:00
09:45 14 30 44 21:45 18 9 27 214 197 411
10:00 12 9 21 22:00 20 8 28 7:30 7:45 7:30
10:15 18 23 41 22:15 10 9 19 128 108 231
10:30 18 20 38 22:30 15 9 24 0.780 0.900 0.825
10:45 8 11 19 22:45 8 6 14
11:00 13 18 31 23:00 9 5 14 16:00 to 18:00
11:15 12 19 31 23:15 5 3 8 345 270 615
11:30 23 22 45 23:30 3 2 5 16:30 17:00 17:00
11:45 16 19 35 23:45 5 3 8 190 143 332
TOTALS 500 578 0 0 1078 TOTALS 1131 998 0 0 2129 0.848 0.894 0.912 SPLIT % 46% 54% 0% 0% 34% SPLIT % 53% 47% 0% 0% 66%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Kerner Blvd Bet. Canal St & Marian Ct

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140
160
180
200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_029
NB SB EB WB Total
0 0 706 643 1,349

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 1 1 12:00 18 13 31 00:00 01:00 2 2 4
00:15 0 0 0 12:15 13 8 21 01:00 02:00 0 1 1
00:30 2 1 3 12:30 11 16 27 02:00 03:00 0 0 0
00:45 0 0 0 12:45 12 12 24 03:00 04:00 1 0 1
01:00 0 0 0 13:00 13 18 31 04:00 05:00 1 0 1
01:15 0 0 0 13:15 15 7 22 05:00 06:00 8 6 14
01:30 0 0 0 13:30 9 4 13 06:00 07:00 18 6 24
01:45 0 1 1 13:45 11 8 19 07:00 08:00 64 37 101
02:00 0 0 0 14:00 17 3 20 08:00 09:00 76 91 167
02:15 0 0 0 14:15 17 11 28 09:00 10:00 40 35 75
02:30 0 0 0 14:30 18 13 31 10:00 11:00 41 33 74
02:45 0 0 0 14:45 17 16 33 11:00 12:00 34 41 75
03:00 1 0 1 15:00 13 20 33 12:00 13:00 54 49 103
03:15 0 0 0 15:15 21 13 34 13:00 14:00 48 37 85
03:30 0 0 0 15:30 14 11 25 14:00 15:00 69 43 112
03:45 0 0 0 15:45 12 10 22 15:00 16:00 60 54 114
04:00 0 0 0 16:00 15 19 34 16:00 17:00 60 67 127
04:15 0 0 0 16:15 14 15 29 17:00 18:00 53 42 95
04:30 0 0 0 16:30 15 18 33 18:00 19:00 25 38 63
04:45 1 0 1 16:45 16 15 31 19:00 20:00 28 24 52
05:00 0 2 2 17:00 12 8 20 20:00 21:00 11 16 27
05:15 2 0 2 17:15 15 12 27 21:00 22:00 6 14 20
05:30 2 1 3 17:30 13 11 24 22:00 23:00 4 5 9
05:45 4 3 7 17:45 13 11 24 23:00 00:00 3 2 5
06:00 5 1 6 18:00 9 12 21
06:15 5 1 6 18:15 5 14 19 NB SB EB WB TOTAL
06:30 3 2 5 18:30 7 9 16 00:00 to 12:00
06:45 5 2 7 18:45 4 3 7 285 252 537
07:00 7 4 11 19:00 6 6 12 7:30 8:00 8:00
07:15 17 4 21 19:15 4 6 10 84 91 167
07:30 26 15 41 19:30 9 4 13 0.808 0.784 0.888
07:45 14 14 28 19:45 9 8 17
08:00 23 19 42 20:00 5 2 7 12:00 to 00:00
08:15 21 26 47 20:15 3 4 7 421 391 812
08:30 13 29 42 20:30 2 6 8 14:00 16:00 14:30
08:45 19 17 36 20:45 1 4 5 69 67 131
09:00 14 10 24 21:00 1 4 5 0.958 0.882 0.963
09:15 9 10 19 21:15 2 5 7
09:30 8 9 17 21:30 2 4 6 07:00 to 09:00
09:45 9 6 15 21:45 1 1 2 140 128 268
10:00 13 5 18 22:00 1 1 2 7:30 8:00 8:00
10:15 7 11 18 22:15 1 1 2 84 91 167
10:30 12 9 21 22:30 1 1 2 0.808 0.784 0.888
10:45 9 8 17 22:45 1 2 3
11:00 2 10 12 23:00 1 2 3 16:00 to 18:00
11:15 12 6 18 23:15 0 0 0 113 109 222
11:30 14 14 28 23:30 1 0 1 16:00 16:00 16:00
11:45 6 11 17 23:45 1 0 1 60 67 127
TOTALS 0 0 285 252 537 TOTALS 0 0 421 391 812 0.938 0.882 0.934 SPLIT % 0% 0% 53% 47% 40% SPLIT % 0% 0% 52% 48% 60%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Las Colindas Rd E/O Las Raposas Rd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 10
20 30
40 50
60 70
80 90
100 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_030
NB SB EB WB Total
373 339 0 0 712

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 0 2 12:00 7 2 9 00:00 01:00 2 0 2
00:15 0 0 0 12:15 11 2 13 01:00 02:00 0 0 0
00:30 0 0 0 12:30 7 4 11 02:00 03:00 1 0 1
00:45 0 0 0 12:45 3 12 15 03:00 04:00 1 1 2
01:00 0 0 0 13:00 1 4 5 04:00 05:00 0 0 0
01:15 0 0 0 13:15 5 3 8 05:00 06:00 2 0 2
01:30 0 0 0 13:30 6 3 9 06:00 07:00 5 3 8
01:45 0 0 0 13:45 4 2 6 07:00 08:00 30 17 47
02:00 0 0 0 14:00 0 4 4 08:00 09:00 56 68 124
02:15 0 0 0 14:15 6 1 7 09:00 10:00 25 32 57
02:30 0 0 0 14:30 5 6 11 10:00 11:00 16 14 30
02:45 1 0 1 14:45 9 7 16 11:00 12:00 19 22 41
03:00 0 1 1 15:00 6 5 11 12:00 13:00 28 20 48
03:15 0 0 0 15:15 8 6 14 13:00 14:00 16 12 28
03:30 0 0 0 15:30 7 11 18 14:00 15:00 20 18 38
03:45 1 0 1 15:45 11 8 19 15:00 16:00 32 30 62
04:00 0 0 0 16:00 8 8 16 16:00 17:00 55 49 104
04:15 0 0 0 16:15 15 9 24 17:00 18:00 18 31 49
04:30 0 0 0 16:30 14 16 30 18:00 19:00 23 10 33
04:45 0 0 0 16:45 18 16 34 19:00 20:00 9 4 13
05:00 0 0 0 17:00 9 17 26 20:00 21:00 9 3 12
05:15 0 0 0 17:15 3 9 12 21:00 22:00 4 4 8
05:30 1 0 1 17:30 4 3 7 22:00 23:00 0 0 0
05:45 1 0 1 17:45 2 2 4 23:00 00:00 2 1 3
06:00 1 2 3 18:00 5 3 8
06:15 0 0 0 18:15 7 2 9 NB SB EB WB TOTAL
06:30 0 0 0 18:30 5 3 8 00:00 to 12:00
06:45 4 1 5 18:45 6 2 8 157 157 314
07:00 1 3 4 19:00 5 0 5 7:45 8:00 8:00
07:15 5 1 6 19:15 2 3 5 58 68 124
07:30 13 6 19 19:30 2 0 2 0.806 0.630 0.705
07:45 11 7 18 19:45 0 1 1
08:00 12 17 29 20:00 3 0 3 12:00 to 00:00
08:15 18 8 26 20:15 3 3 6 216 182 398
08:30 17 27 44 20:30 0 0 0 16:15 16:15 16:15
08:45 9 16 25 20:45 3 0 3 56 58 114
09:00 9 9 18 21:00 1 0 1 0.778 0.853 0.838
09:15 6 11 17 21:15 2 1 3
09:30 9 8 17 21:30 1 1 2 07:00 to 09:00
09:45 1 4 5 21:45 0 2 2 86 85 171
10:00 4 4 8 22:00 0 0 0 7:45 8:00 8:00
10:15 3 3 6 22:15 0 0 0 58 68 124
10:30 4 4 8 22:30 0 0 0 0.806 0.630 0.705
10:45 5 3 8 22:45 0 0 0
11:00 3 3 6 23:00 2 1 3 16:00 to 18:00
11:15 1 7 8 23:15 0 0 0 73 80 153
11:30 10 3 13 23:30 0 0 0 16:15 16:15 16:15
11:45 5 9 14 23:45 0 0 0 56 58 114
TOTALS 157 157 0 0 314 TOTALS 216 182 0 0 398 0.778 0.853 0.838 SPLIT % 50% 50% 0% 0% 44% SPLIT % 54% 46% 0% 0% 56%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Las Ovejas Ave N/O Del Ganado Rd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 10
20 30
40 50
60 70
80 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 09/07/2023 Project #: CA23_080248_031
NB SB EB WB Total
6,010 7,975 0 0 13,985

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 12 5 17 12:00 106 106 212 00:00 01:00 27 14 41
00:15 9 4 13 12:15 80 112 192 01:00 02:00 14 13 27
00:30 4 3 7 12:30 80 112 192 02:00 03:00 8 6 14
00:45 2 2 4 12:45 74 136 210 03:00 04:00 6 13 19
01:00 5 3 8 13:00 78 116 194 04:00 05:00 12 14 26
01:15 5 6 11 13:15 87 113 200 05:00 06:00 33 58 91
01:30 2 1 3 13:30 77 123 200 06:00 07:00 91 217 308
01:45 2 3 5 13:45 96 99 195 07:00 08:00 241 476 717
02:00 2 3 5 14:00 102 101 203 08:00 09:00 383 646 1029
02:15 3 1 4 14:15 86 110 196 09:00 10:00 341 758 1099
02:30 2 0 2 14:30 128 122 250 10:00 11:00 248 893 1141
02:45 1 2 3 14:45 111 124 235 11:00 12:00 342 766 1108
03:00 1 1 2 15:00 141 123 264 12:00 13:00 340 466 806
03:15 2 6 8 15:15 116 151 267 13:00 14:00 338 451 789
03:30 2 1 3 15:30 139 146 285 14:00 15:00 427 457 884
03:45 1 5 6 15:45 167 126 293 15:00 16:00 563 546 1109
04:00 0 2 2 16:00 167 136 303 16:00 17:00 685 545 1230
04:15 2 3 5 16:15 155 136 291 17:00 18:00 649 575 1224
04:30 6 3 9 16:30 193 138 331 18:00 19:00 380 381 761
04:45 4 6 10 16:45 170 135 305 19:00 20:00 257 249 506
05:00 2 5 7 17:00 160 170 330 20:00 21:00 258 206 464
05:15 4 13 17 17:15 193 148 341 21:00 22:00 190 121 311 05:30 9 17 26 17:30 162 126 288 22:00 23:00 118 70 188
05:45 18 23 41 17:45 134 131 265 23:00 00:00 59 34 93
06:00 18 33 51 18:00 129 113 242
06:15 17 42 59 18:15 89 97 186 NB SB EB WB TOTAL
06:30 21 67 88 18:30 89 84 173 00:00 to 12:00
06:45 35 75 110 18:45 73 87 160 1746 3874 5620
07:00 35 84 119 19:00 84 55 139 7:45 10:30 10:30
07:15 32 94 126 19:15 57 61 118 394 905 1206
07:30 71 130 201 19:30 62 69 131 0.956 0.951 0.976
07:45 103 168 271 19:45 54 64 118
08:00 94 147 241 20:00 72 65 137 12:00 to 00:00
08:15 97 174 271 20:15 66 60 126 4264 4101 8365
08:30 100 176 276 20:30 65 47 112 16:30 16:30 16:30
08:45 92 149 241 20:45 55 34 89 716 591 1307
09:00 88 192 280 21:00 49 38 87 0.927 0.869 0.958
09:15 100 166 266 21:15 54 28 82
09:30 103 195 298 21:30 44 30 74 07:00 to 09:00
09:45 50 205 255 21:45 43 25 68 624 1122 1746
10:00 51 226 277 22:00 29 17 46 7:45 7:45 7:45
10:15 58 213 271 22:15 34 24 58 394 665 1059
10:30 73 216 289 22:30 27 15 42 0.956 0.945 0.959
10:45 66 238 304 22:45 28 14 42
11:00 80 224 304 23:00 21 13 34 16:00 to 18:00
11:15 82 227 309 23:15 13 11 24 1334 1120 2454
11:30 95 191 286 23:30 16 5 21 16:30 16:30 16:30
11:45 85 124 209 23:45 9 5 14 716 591 1307
TOTALS 1746 3874 0 0 5620 TOTALS 4264 4101 0 0 8365 0.927 0.869 0.958 SPLIT % 31% 69% 0% 0% 40% SPLIT % 51% 49% 0% 0% 60%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Lincoln Ave Bet. Maple St & Pacheco St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700
800
900
1000 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 09/07/2023 Project #: CA23_080248_032
NB SB EB WB Total
1,948 2,060 0 0 4,008

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 2 3 12:00 28 21 49 00:00 01:00 3 8 11
00:15 0 4 4 12:15 13 32 45 01:00 02:00 4 2 6
00:30 1 1 2 12:30 18 20 38 02:00 03:00 1 0 1
00:45 1 1 2 12:45 40 30 70 03:00 04:00 5 0 5
01:00 2 1 3 13:00 19 28 47 04:00 05:00 4 3 7
01:15 2 0 2 13:15 22 28 50 05:00 06:00 26 14 40
01:30 0 1 1 13:30 27 22 49 06:00 07:00 45 38 83
01:45 0 0 0 13:45 29 31 60 07:00 08:00 142 149 291
02:00 0 0 0 14:00 24 28 52 08:00 09:00 311 274 585
02:15 0 0 0 14:15 17 29 46 09:00 10:00 126 113 239
02:30 0 0 0 14:30 41 39 80 10:00 11:00 90 139 229
02:45 1 0 1 14:45 38 34 72 11:00 12:00 88 112 200
03:00 0 0 0 15:00 26 40 66 12:00 13:00 99 103 202
03:15 0 0 0 15:15 34 59 93 13:00 14:00 97 109 206
03:30 2 0 2 15:30 79 44 123 14:00 15:00 120 130 250
03:45 3 0 3 15:45 59 42 101 15:00 16:00 198 185 383
04:00 1 1 2 16:00 40 30 70 16:00 17:00 186 162 348
04:15 0 0 0 16:15 56 35 91 17:00 18:00 146 175 321
04:30 0 1 1 16:30 38 31 69 18:00 19:00 124 123 247
04:45 3 1 4 16:45 52 66 118 19:00 20:00 62 86 148
05:00 5 3 8 17:00 46 55 101 20:00 21:00 37 62 99
05:15 4 4 8 17:15 41 45 86 21:00 22:00 14 30 44
05:30 7 4 11 17:30 24 36 60 22:00 23:00 12 30 42
05:45 10 3 13 17:45 35 39 74 23:00 00:00 8 13 21
06:00 8 6 14 18:00 34 29 63
06:15 8 6 14 18:15 28 39 67 NB SB EB WB TOTAL
06:30 18 11 29 18:30 37 31 68 00:00 to 12:00
06:45 11 15 26 18:45 25 24 49 845 852 1697
07:00 28 26 54 19:00 12 24 36 8:00 8:00 8:00
07:15 17 29 46 19:15 20 12 32 311 274 585
07:30 50 37 87 19:30 16 21 37 0.607 0.926 0.728
07:45 47 57 104 19:45 14 29 43
08:00 67 60 127 20:00 12 15 27 12:00 to 00:00
08:15 50 67 117 20:15 7 24 31 1103 1208 2311
08:30 66 74 140 20:30 8 13 21 15:30 16:45 15:15
08:45 128 73 201 20:45 10 10 20 234 202 387
09:00 43 30 73 21:00 8 7 15 0.741 0.765 0.787
09:15 35 27 62 21:15 3 7 10
09:30 23 33 56 21:30 2 11 13 07:00 to 09:00
09:45 25 23 48 21:45 1 5 6 453 423 876
10:00 27 34 61 22:00 4 9 13 8:00 8:00 8:00
10:15 22 27 49 22:15 2 8 10 311 274 585
10:30 25 36 61 22:30 6 9 15 0.607 0.926 0.728
10:45 16 42 58 22:45 0 4 4
11:00 19 29 48 23:00 2 5 7 16:00 to 18:00
11:15 21 26 47 23:15 2 3 5 332 337 669
11:30 28 20 48 23:30 1 3 4 16:15 16:45 16:15
11:45 20 37 57 23:45 3 2 5 192 202 379
TOTALS 845 852 0 0 1697 TOTALS 1103 1208 0 0 2311 0.857 0.765 0.803 SPLIT % 50% 50% 0% 0% 42% SPLIT % 48% 52% 0% 0% 58%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Lindaro St S/O Jordan St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_033
NB SB EB WB Total
1,375 1,354 0 0 2,729

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 28 20 48 00:00 01:00 0 0 0
00:15 0 0 0 12:15 31 16 47 01:00 02:00 0 0 0
00:30 0 0 0 12:30 26 23 49 02:00 03:00 2 0 2
00:45 0 0 0 12:45 16 24 40 03:00 04:00 0 1 1
01:00 0 0 0 13:00 29 16 45 04:00 05:00 0 3 3
01:15 0 0 0 13:15 33 16 49 05:00 06:00 5 74 79
01:30 0 0 0 13:30 18 16 34 06:00 07:00 49 67 116
01:45 0 0 0 13:45 23 25 48 07:00 08:00 76 60 136
02:00 2 0 2 14:00 26 27 53 08:00 09:00 56 120 176
02:15 0 0 0 14:15 14 19 33 09:00 10:00 79 101 180
02:30 0 0 0 14:30 22 18 40 10:00 11:00 85 91 176
02:45 0 0 0 14:45 20 30 50 11:00 12:00 99 90 189
03:00 0 0 0 15:00 17 20 37 12:00 13:00 101 83 184
03:15 0 0 0 15:15 16 17 33 13:00 14:00 103 73 176
03:30 0 1 1 15:30 20 21 41 14:00 15:00 82 94 176
03:45 0 0 0 15:45 30 13 43 15:00 16:00 83 71 154
04:00 0 0 0 16:00 24 18 42 16:00 17:00 98 100 198
04:15 0 0 0 16:15 26 31 57 17:00 18:00 112 124 236
04:30 0 1 1 16:30 23 22 45 18:00 19:00 92 92 184
04:45 0 2 2 16:45 25 29 54 19:00 20:00 102 79 181
05:00 2 5 7 17:00 31 19 50 20:00 21:00 111 25 136
05:15 1 24 25 17:15 26 26 52 21:00 22:00 36 5 41
05:30 1 23 24 17:30 26 48 74 22:00 23:00 3 0 3
05:45 1 22 23 17:45 29 31 60 23:00 00:00 1 1 2
06:00 7 24 31 18:00 29 19 48
06:15 11 16 27 18:15 12 22 34 NB SB EB WB TOTAL
06:30 13 15 28 18:30 24 28 52 00:00 to 12:00
06:45 18 12 30 18:45 27 23 50 451 607 1058
07:00 25 13 38 19:00 45 33 78 10:30 8:00 9:15
07:15 20 13 33 19:15 28 19 47 105 120 207
07:30 13 17 30 19:30 16 19 35 0.673 0.833 0.877
07:45 18 17 35 19:45 13 8 21
08:00 12 20 32 20:00 33 7 40 12:00 to 00:00
08:15 13 30 43 20:15 31 8 39 924 747 1671
08:30 11 36 47 20:30 27 4 31 18:30 17:00 17:00
08:45 20 34 54 20:45 20 6 26 124 124 236
09:00 15 17 32 21:00 31 4 35 0.689 0.646 0.797
09:15 18 24 42 21:15 4 1 5
09:30 32 23 55 21:30 1 0 1 07:00 to 09:00
09:45 14 37 51 21:45 0 0 0 132 180 312
10:00 30 29 59 22:00 3 0 3 7:00 8:00 8:00
10:15 18 21 39 22:15 0 0 0 76 120 176
10:30 20 14 34 22:30 0 0 0 0.760 0.833 0.815
10:45 17 27 44 22:45 0 0 0
11:00 39 16 55 23:00 1 1 2 16:00 to 18:00
11:15 29 19 48 23:15 0 0 0 210 224 434
11:30 11 22 33 23:30 0 0 0 17:00 17:00 17:00
11:45 20 33 53 23:45 0 0 0 112 124 236
TOTALS 451 607 0 0 1058 TOTALS 924 747 0 0 1671 0.903 0.646 0.797 SPLIT % 43% 57% 0% 0% 39% SPLIT % 55% 45% 0% 0% 61%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Los Gamos Dr S/O Lucas Valley Rd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120
140 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_034
NB SB EB WB Total
0 0 6,393 6,391 12,784

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 9 11 12:00 120 144 264 00:00 01:00 8 20 28
00:15 2 4 6 12:15 101 157 258 01:00 02:00 7 10 17
00:30 2 4 6 12:30 164 120 284 02:00 03:00 7 6 13
00:45 2 3 5 12:45 165 118 283 03:00 04:00 11 6 17
01:00 5 5 10 13:00 105 102 207 04:00 05:00 14 7 21
01:15 1 1 2 13:15 114 97 211 05:00 06:00 75 30 105
01:30 1 2 3 13:30 97 98 195 06:00 07:00 155 121 276
01:45 0 2 2 13:45 101 94 195 07:00 08:00 478 380 858
02:00 1 1 2 14:00 94 97 191 08:00 09:00 653 645 1298
02:15 4 3 7 14:15 104 112 216 09:00 10:00 482 312 794
02:30 2 0 2 14:30 118 132 250 10:00 11:00 392 313 705
02:45 0 2 2 14:45 117 158 275 11:00 12:00 399 394 793
03:00 2 0 2 15:00 179 128 307 12:00 13:00 550 539 1089
03:15 2 3 5 15:15 148 136 284 13:00 14:00 417 391 808
03:30 4 2 6 15:30 148 132 280 14:00 15:00 433 499 932
03:45 3 1 4 15:45 134 139 273 15:00 16:00 609 535 1144
04:00 0 0 0 16:00 130 121 251 16:00 17:00 495 525 1020
04:15 2 1 3 16:15 120 127 247 17:00 18:00 404 519 923
04:30 4 2 6 16:30 135 133 268 18:00 19:00 291 426 717
04:45 8 4 12 16:45 110 144 254 19:00 20:00 243 276 519
05:00 6 2 8 17:00 115 114 229 20:00 21:00 131 223 354
05:15 20 8 28 17:15 103 143 246 21:00 22:00 71 123 194
05:30 21 7 28 17:30 90 139 229 22:00 23:00 46 66 112
05:45 28 13 41 17:45 96 123 219 23:00 00:00 22 25 47
06:00 28 20 48 18:00 87 131 218
06:15 31 27 58 18:15 62 119 181 NB SB EB WB TOTAL
06:30 35 34 69 18:30 81 87 168 00:00 to 12:00
06:45 61 40 101 18:45 61 89 150 2681 2244 4925
07:00 77 51 128 19:00 70 70 140 7:45 7:45 7:45
07:15 83 55 138 19:15 60 70 130 722 709 1431
07:30 124 92 216 19:30 68 66 134 0.930 0.781 0.877
07:45 194 182 376 19:45 45 70 115
08:00 181 227 408 20:00 37 65 102 12:00 to 00:00
08:15 181 196 377 20:15 30 54 84 3712 4147 7859
08:30 166 104 270 20:30 38 65 103 15:00 14:30 14:45
08:45 125 118 243 20:45 26 39 65 609 554 1146
09:00 125 102 227 21:00 24 28 52 0.851 0.877 0.933
09:15 123 71 194 21:15 22 36 58
09:30 134 63 197 21:30 10 31 41 07:00 to 09:00
09:45 100 76 176 21:45 15 28 43 1131 1025 2156
10:00 81 54 135 22:00 20 24 44 7:45 7:45 7:45
10:15 93 84 177 22:15 16 16 32 722 709 1431
10:30 111 87 198 22:30 8 13 21 0.930 0.781 0.877
10:45 107 88 195 22:45 2 13 15
11:00 99 73 172 23:00 9 8 17 16:00 to 18:00
11:15 102 89 191 23:15 8 5 13 899 1044 1943
11:30 111 106 217 23:30 3 6 9 16:00 16:45 16:00
11:45 87 126 213 23:45 2 6 8 495 540 1020
TOTALS 0 0 2681 2244 4925 TOTALS 0 0 3712 4147 7859 0.917 0.938 0.951 SPLIT % 0% 0% 54% 46% 39% SPLIT % 0% 0% 47% 53% 61%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_035
NB SB EB WB Total
0 0 3,158 3,618 6,776

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 2 4 12:00 53 76 129 00:00 01:00 10 4 14
00:15 3 1 4 12:15 64 90 154 01:00 02:00 9 6 15
00:30 2 0 2 12:30 61 62 123 02:00 03:00 3 3 6
00:45 3 1 4 12:45 74 76 150 03:00 04:00 4 2 6
01:00 1 1 2 13:00 51 76 127 04:00 05:00 12 2 14
01:15 3 3 6 13:15 61 79 140 05:00 06:00 47 14 61
01:30 2 1 3 13:30 67 77 144 06:00 07:00 65 56 121
01:45 3 1 4 13:45 54 64 118 07:00 08:00 148 138 286
02:00 2 0 2 14:00 44 65 109 08:00 09:00 192 201 393
02:15 0 0 0 14:15 45 73 118 09:00 10:00 215 210 425
02:30 0 1 1 14:30 67 108 175 10:00 11:00 178 242 420
02:45 1 2 3 14:45 54 115 169 11:00 12:00 209 252 461
03:00 0 0 0 15:00 49 89 138 12:00 13:00 252 304 556
03:15 0 0 0 15:15 54 63 117 13:00 14:00 233 296 529
03:30 2 1 3 15:30 51 65 116 14:00 15:00 210 361 571
03:45 2 1 3 15:45 73 51 124 15:00 16:00 227 268 495
04:00 3 0 3 16:00 66 75 141 16:00 17:00 279 286 565
04:15 2 0 2 16:15 71 63 134 17:00 18:00 237 273 510
04:30 4 1 5 16:30 69 81 150 18:00 19:00 208 224 432
04:45 3 1 4 16:45 73 67 140 19:00 20:00 158 196 354
05:00 10 4 14 17:00 62 66 128 20:00 21:00 121 153 274
05:15 9 1 10 17:15 70 79 149 21:00 22:00 65 71 136
05:30 12 2 14 17:30 52 66 118 22:00 23:00 49 38 87
05:45 16 7 23 17:45 53 62 115 23:00 00:00 27 18 45
06:00 7 9 16 18:00 54 67 121
06:15 30 10 40 18:15 58 58 116 NB SB EB WB TOTAL
06:30 8 8 16 18:30 50 64 114 00:00 to 12:00
06:45 20 29 49 18:45 46 35 81 1092 1130 2222
07:00 28 24 52 19:00 40 66 106 8:45 10:45 10:45
07:15 39 24 63 19:15 49 56 105 217 261 469
07:30 27 49 76 19:30 39 48 87 0.861 0.882 0.882
07:45 54 41 95 19:45 30 26 56
08:00 39 49 88 20:00 25 33 58 12:00 to 00:00
08:15 52 53 105 20:15 30 38 68 2066 2488 4554
08:30 38 52 90 20:30 34 33 67 15:45 14:15 14:15
08:45 63 47 110 20:45 32 49 81 279 385 600
09:00 57 71 128 21:00 23 28 51 0.955 0.837 0.857
09:15 55 37 92 21:15 18 15 33
09:30 42 56 98 21:30 12 14 26 07:00 to 09:00
09:45 61 46 107 21:45 12 14 26 340 339 679
10:00 45 46 91 22:00 15 14 29 8:00 8:00 8:00
10:15 45 61 106 22:15 14 8 22 192 201 393
10:30 41 61 102 22:30 12 10 22 0.762 0.948 0.893
10:45 47 74 121 22:45 8 6 14
11:00 46 51 97 23:00 12 6 18 16:00 to 18:00
11:15 56 62 118 23:15 4 7 11 516 559 1075
11:30 59 74 133 23:30 5 2 7 16:00 16:30 16:30
11:45 48 65 113 23:45 6 3 9 279 293 567
TOTALS 0 0 1092 1130 2222 TOTALS 0 0 2066 2488 4554 0.955 0.904 0.945 SPLIT % 0% 0% 49% 51% 33% SPLIT % 0% 0% 45% 55% 67%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Mission Ave Bet. Grand Ave & Mary St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_036
NB SB EB WB Total
0 0 2,738 5,102 7,840

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 1 2 12:00 58 86 144 00:00 01:00 5 18 23
00:15 1 4 5 12:15 53 82 135 01:00 02:00 6 3 9
00:30 2 6 8 12:30 49 98 147 02:00 03:00 3 4 7
00:45 1 7 8 12:45 46 105 151 03:00 04:00 2 1 3
01:00 2 3 5 13:00 49 100 149 04:00 05:00 7 12 19
01:15 3 0 3 13:15 60 88 148 05:00 06:00 14 30 44
01:30 0 0 0 13:30 47 78 125 06:00 07:00 35 152 187
01:45 1 0 1 13:45 58 87 145 07:00 08:00 109 301 410
02:00 2 0 2 14:00 58 72 130 08:00 09:00 205 450 655
02:15 0 2 2 14:15 57 75 132 09:00 10:00 211 330 541
02:30 0 0 0 14:30 54 80 134 10:00 11:00 181 324 505
02:45 1 2 3 14:45 56 91 147 11:00 12:00 217 337 554
03:00 0 0 0 15:00 60 95 155 12:00 13:00 206 371 577
03:15 1 0 1 15:15 63 104 167 13:00 14:00 214 353 567
03:30 0 0 0 15:30 50 85 135 14:00 15:00 225 318 543
03:45 1 1 2 15:45 46 97 143 15:00 16:00 219 381 600
04:00 2 2 4 16:00 61 95 156 16:00 17:00 237 428 665
04:15 1 4 5 16:15 58 110 168 17:00 18:00 198 380 578
04:30 2 4 6 16:30 55 111 166 18:00 19:00 130 329 459
04:45 2 2 4 16:45 63 112 175 19:00 20:00 111 233 344
05:00 1 4 5 17:00 51 78 129 20:00 21:00 97 163 260
05:15 1 6 7 17:15 49 122 171 21:00 22:00 62 100 162
05:30 5 4 9 17:30 51 90 141 22:00 23:00 30 53 83
05:45 7 16 23 17:45 47 90 137 23:00 00:00 14 31 45
06:00 3 14 17 18:00 52 82 134
06:15 6 30 36 18:15 22 96 118 NB SB EB WB TOTAL
06:30 10 54 64 18:30 32 82 114 00:00 to 12:00
06:45 16 54 70 18:45 24 69 93 995 1962 2957
07:00 17 59 76 19:00 41 71 112 8:30 8:00 8:00
07:15 19 78 97 19:15 33 66 99 233 450 655
07:30 33 77 110 19:30 18 52 70 0.710 0.827 0.751
07:45 40 87 127 19:45 19 44 63
08:00 37 107 144 20:00 21 41 62 12:00 to 00:00
08:15 41 102 143 20:15 29 40 69 1743 3140 4883
08:30 45 105 150 20:30 26 44 70 16:00 16:00 16:00
08:45 82 136 218 20:45 21 38 59 237 428 665
09:00 49 91 140 21:00 24 33 57 0.940 0.955 0.950
09:15 57 77 134 21:15 16 27 43
09:30 44 67 111 21:30 12 23 35 07:00 to 09:00
09:45 61 95 156 21:45 10 17 27 314 751 1065
10:00 48 72 120 22:00 10 22 32 8:00 8:00 8:00
10:15 42 79 121 22:15 9 12 21 205 450 655
10:30 40 73 113 22:30 6 8 14 0.625 0.827 0.751
10:45 51 100 151 22:45 5 11 16
11:00 55 83 138 23:00 3 13 16 16:00 to 18:00
11:15 59 77 136 23:15 5 10 15 435 808 1243
11:30 54 81 135 23:30 2 6 8 16:00 16:00 16:00
11:45 49 96 145 23:45 4 2 6 237 428 665
TOTALS 0 0 995 1962 2957 TOTALS 0 0 1743 3140 4883 0.940 0.955 0.950 SPLIT % 0% 0% 34% 66% 38% SPLIT % 0% 0% 36% 64% 62%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Mission Ave W/O C St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400
450
500 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_037
NB SB EB WB Total
0 0 267 346 613

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 2 7 9 00:00 01:00 0 0 0
00:15 0 0 0 12:15 4 4 8 01:00 02:00 0 0 0
00:30 0 0 0 12:30 3 6 9 02:00 03:00 0 0 0
00:45 0 0 0 12:45 10 9 19 03:00 04:00 0 0 0
01:00 0 0 0 13:00 8 2 10 04:00 05:00 0 0 0
01:15 0 0 0 13:15 7 5 12 05:00 06:00 2 2 4
01:30 0 0 0 13:30 4 8 12 06:00 07:00 5 2 7
01:45 0 0 0 13:45 4 3 7 07:00 08:00 15 16 31
02:00 0 0 0 14:00 3 3 6 08:00 09:00 41 44 85
02:15 0 0 0 14:15 5 14 19 09:00 10:00 17 21 38
02:30 0 0 0 14:30 5 7 12 10:00 11:00 15 21 36
02:45 0 0 0 14:45 6 15 21 11:00 12:00 13 20 33
03:00 0 0 0 15:00 1 3 4 12:00 13:00 19 26 45
03:15 0 0 0 15:15 6 5 11 13:00 14:00 23 18 41
03:30 0 0 0 15:30 7 2 9 14:00 15:00 19 39 58
03:45 0 0 0 15:45 6 7 13 15:00 16:00 20 17 37
04:00 0 0 0 16:00 5 16 21 16:00 17:00 18 38 56
04:15 0 0 0 16:15 6 6 12 17:00 18:00 25 32 57
04:30 0 0 0 16:30 2 6 8 18:00 19:00 15 18 33
04:45 0 0 0 16:45 5 10 15 19:00 20:00 8 7 15
05:00 0 0 0 17:00 6 5 11 20:00 21:00 4 14 18
05:15 0 0 0 17:15 11 11 22 21:00 22:00 5 6 11
05:30 0 1 1 17:30 5 8 13 22:00 23:00 1 3 4
05:45 2 1 3 17:45 3 8 11 23:00 00:00 2 2 4
06:00 1 0 1 18:00 5 10 15
06:15 2 0 2 18:15 4 4 8 NB SB EB WB TOTAL
06:30 1 1 2 18:30 2 3 5 00:00 to 12:00
06:45 1 1 2 18:45 4 1 5 108 126 234
07:00 7 2 9 19:00 4 2 6 8:00 8:00 8:00
07:15 5 3 8 19:15 0 2 2 41 44 85
07:30 2 2 4 19:30 3 3 6 0.732 0.647 0.733
07:45 1 9 10 19:45 1 0 1
08:00 14 8 22 20:00 1 6 7 12:00 to 00:00
08:15 12 17 29 20:15 2 4 6 159 220 379
08:30 9 8 17 20:30 0 2 2 12:45 14:00 16:45
08:45 6 11 17 20:45 1 2 3 29 39 61
09:00 4 4 8 21:00 2 1 3 0.725 0.650 0.693
09:15 6 8 14 21:15 0 2 2
09:30 6 6 12 21:30 1 1 2 07:00 to 09:00
09:45 1 3 4 21:45 2 2 4 56 60 116
10:00 5 4 9 22:00 1 1 2 8:00 8:00 8:00
10:15 3 4 7 22:15 0 0 0 41 44 85
10:30 6 5 11 22:30 0 1 1 0.732 0.647 0.733
10:45 1 8 9 22:45 0 1 1
11:00 4 0 4 23:00 1 0 1 16:00 to 18:00
11:15 3 8 11 23:15 0 1 1 43 70 113
11:30 2 5 7 23:30 1 0 1 16:45 16:00 16:45
11:45 4 7 11 23:45 0 1 1 27 38 61
TOTALS 0 0 108 126 234 TOTALS 0 0 159 220 379 0.614 0.594 0.693 SPLIT % 0% 0% 46% 54% 38% SPLIT % 0% 0% 42% 58% 62%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Montecillo Rd E/O Las Ovejas Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 5
10 15
20 25
30 35
40 45
50 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_038
NB SB EB WB Total
1,084 1,056 0 0 2,140

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 26 17 43 00:00 01:00 2 1 3
00:15 0 0 0 12:15 21 14 35 01:00 02:00 1 0 1
00:30 1 1 2 12:30 26 22 48 02:00 03:00 1 2 3
00:45 1 0 1 12:45 16 19 35 03:00 04:00 0 1 1
01:00 0 0 0 13:00 25 22 47 04:00 05:00 0 0 0
01:15 1 0 1 13:15 21 18 39 05:00 06:00 1 7 8
01:30 0 0 0 13:30 13 18 31 06:00 07:00 12 19 31
01:45 0 0 0 13:45 21 17 38 07:00 08:00 43 76 119
02:00 1 0 1 14:00 13 16 29 08:00 09:00 87 103 190
02:15 0 0 0 14:15 22 22 44 09:00 10:00 68 92 160
02:30 0 1 1 14:30 15 22 37 10:00 11:00 77 77 154
02:45 0 1 1 14:45 21 19 40 11:00 12:00 69 85 154
03:00 0 0 0 15:00 20 24 44 12:00 13:00 89 72 161
03:15 0 0 0 15:15 25 27 52 13:00 14:00 80 75 155
03:30 0 0 0 15:30 28 24 52 14:00 15:00 71 79 150
03:45 0 1 1 15:45 18 23 41 15:00 16:00 91 98 189
04:00 0 0 0 16:00 25 18 43 16:00 17:00 90 81 171
04:15 0 0 0 16:15 19 17 36 17:00 18:00 104 64 168
04:30 0 0 0 16:30 23 21 44 18:00 19:00 83 68 151
04:45 0 0 0 16:45 23 25 48 19:00 20:00 60 34 94
05:00 0 1 1 17:00 26 20 46 20:00 21:00 27 10 37
05:15 0 0 0 17:15 30 11 41 21:00 22:00 16 11 27
05:30 0 3 3 17:30 24 18 42 22:00 23:00 10 0 10
05:45 1 3 4 17:45 24 15 39 23:00 00:00 2 1 3
06:00 1 4 5 18:00 34 26 60
06:15 0 4 4 18:15 17 20 37 NB SB EB WB TOTAL
06:30 3 5 8 18:30 12 10 22 00:00 to 12:00
06:45 8 6 14 18:45 20 12 32 361 463 824
07:00 5 7 12 19:00 15 9 24 8:00 7:45 7:45
07:15 12 13 25 19:15 16 12 28 87 117 202
07:30 13 20 33 19:30 15 7 22 0.837 0.813 0.902
07:45 13 36 49 19:45 14 6 20
08:00 26 25 51 20:00 10 1 11 12:00 to 00:00
08:15 24 32 56 20:15 5 5 10 723 593 1316
08:30 22 24 46 20:30 9 2 11 17:15 15:00 15:00
08:45 15 22 37 20:45 3 2 5 112 98 189
09:00 17 26 43 21:00 2 3 5 0.824 0.907 0.909
09:15 21 25 46 21:15 9 2 11
09:30 12 19 31 21:30 3 3 6 07:00 to 09:00
09:45 18 22 40 21:45 2 3 5 130 179 309
10:00 15 19 34 22:00 6 0 6 8:00 7:45 7:45
10:15 24 20 44 22:15 2 0 2 87 117 202
10:30 21 22 43 22:30 1 0 1 0.837 0.813 0.902
10:45 17 16 33 22:45 1 0 1
11:00 18 30 48 23:00 1 1 2 16:00 to 18:00
11:15 15 18 33 23:15 1 0 1 194 145 339
11:30 19 17 36 23:30 0 0 0 17:00 16:15 16:30
11:45 17 20 37 23:45 0 0 0 104 83 179
TOTALS 361 463 0 0 824 TOTALS 723 593 0 0 1316 0.867 0.830 0.932 SPLIT % 44% 56% 0% 0% 39% SPLIT % 55% 45% 0% 0% 61%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Mountain View Ave N/O Grand Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 20
40 60
80 100
120 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_039
NB SB EB WB Total
0 0 5,470 11,431 16,901

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 1 9 10 12:00 92 214 306 00:00 01:00 11 33 44
00:15 1 5 6 12:15 90 193 283 01:00 02:00 9 20 29
00:30 4 7 11 12:30 97 211 308 02:00 03:00 9 13 22
00:45 5 12 17 12:45 114 158 272 03:00 04:00 8 15 23
01:00 2 7 9 13:00 105 168 273 04:00 05:00 13 37 50
01:15 2 2 4 13:15 80 141 221 05:00 06:00 57 97 154
01:30 2 5 7 13:30 85 177 262 06:00 07:00 159 304 463
01:45 3 6 9 13:45 88 156 244 07:00 08:00 272 713 985
02:00 1 3 4 14:00 86 177 263 08:00 09:00 488 988 1476
02:15 1 3 4 14:15 102 190 292 09:00 10:00 298 745 1043
02:30 2 6 8 14:30 109 190 299 10:00 11:00 299 714 1013
02:45 5 1 6 14:45 121 232 353 11:00 12:00 298 662 960
03:00 0 0 0 15:00 129 256 385 12:00 13:00 393 776 1169
03:15 2 2 4 15:15 102 242 344 13:00 14:00 358 642 1000
03:30 6 6 12 15:30 131 218 349 14:00 15:00 418 789 1207 03:45 0 7 7 15:45 117 299 416 15:00 16:00 479 1015 1494 04:00 2 3 5 16:00 111 338 449 16:00 17:00 439 1065 1504 04:15 1 10 11 16:15 135 234 369 17:00 18:00 420 866 1286 04:30 2 5 7 16:30 87 256 343 18:00 19:00 343 681 1024
04:45 8 19 27 16:45 106 237 343 19:00 20:00 275 486 761 05:00 7 19 26 17:00 109 252 361 20:00 21:00 167 323 490 05:15 13 19 32 17:15 112 227 339 21:00 22:00 138 245 383 05:30 12 22 34 17:30 106 186 292 22:00 23:00 86 137 223 05:45 25 37 62 17:45 93 201 294 23:00 00:00 33 65 98
06:00 35 35 70 18:00 96 183 279
06:15 31 69 100 18:15 84 172 256 NB SB EB WB TOTAL
06:30 46 86 132 18:30 90 172 262 00:00 to 12:00
06:45 47 114 161 18:45 73 154 227 1921 4341 6262
07:00 51 123 174 19:00 77 151 228 7:45 8:15 8:00
07:15 53 180 233 19:15 77 129 206 490 992 1476
07:30 57 189 246 19:30 56 104 160 0.888 0.932 0.984
07:45 111 221 332 19:45 65 102 167
08:00 116 249 365 20:00 47 108 155 12:00 to 00:00
08:15 138 231 369 20:15 43 93 136 3549 7090 10639
08:30 125 242 367 20:30 35 63 98 15:30 15:45 15:30
08:45 109 266 375 20:45 42 59 101 494 1127 1583
09:00 80 253 333 21:00 47 77 124 0.915 0.834 0.881
09:15 86 183 269 21:15 32 54 86
09:30 69 157 226 21:30 28 49 77 07:00 to 09:00
09:45 63 152 215 21:45 31 65 96 760 1701 2461
10:00 63 199 262 22:00 29 45 74 7:45 8:00 8:00
10:15 74 170 244 22:15 21 43 64 490 988 1476
10:30 84 179 263 22:30 25 26 51 0.888 0.929 0.984
10:45 78 166 244 22:45 11 23 34
11:00 89 156 245 23:00 9 20 29 16:00 to 18:00
11:15 66 176 242 23:15 10 17 27 859 1931 2790
11:30 67 189 256 23:30 6 19 25 16:00 16:00 16:00
11:45 76 141 217 23:45 8 9 17 439 1065 1504
TOTALS 0 0 1921 4341 6262 TOTALS 0 0 3549 7090 10639 0.813 0.788 0.837 SPLIT % 0% 0% 31% 69% 37% SPLIT % 0% 0% 33% 67% 63%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
N San Pedro Rd E/O Merrydale Rd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 200
400
600
800
1000
1200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 08/29/2023 Project #: CA23_080248_040
NB SB EB WB Total
1,673 2,022 0 0 3,695

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 0 0 0 12:00 32 33 65 00:00 01:00 1 1 2
00:15 1 1 2 12:15 34 27 61 01:00 02:00 2 2 4
00:30 0 0 0 12:30 35 34 69 02:00 03:00 3 0 3
00:45 0 0 0 12:45 30 43 73 03:00 04:00 2 1 3
01:00 1 2 3 13:00 28 34 62 04:00 05:00 2 4 6
01:15 0 0 0 13:15 34 34 68 05:00 06:00 7 16 23
01:30 0 0 0 13:30 24 26 50 06:00 07:00 14 44 58
01:45 1 0 1 13:45 25 47 72 07:00 08:00 59 119 178
02:00 0 0 0 14:00 37 38 75 08:00 09:00 138 250 388
02:15 1 0 1 14:15 56 44 100 09:00 10:00 86 162 248
02:30 0 0 0 14:30 42 45 87 10:00 11:00 97 143 240
02:45 2 0 2 14:45 29 33 62 11:00 12:00 104 132 236
03:00 0 0 0 15:00 32 39 71 12:00 13:00 131 137 268
03:15 0 1 1 15:15 32 47 79 13:00 14:00 111 141 252
03:30 0 0 0 15:30 43 37 80 14:00 15:00 164 160 324
03:45 2 0 2 15:45 58 49 107 15:00 16:00 165 172 337
04:00 1 0 1 16:00 60 30 90 16:00 17:00 160 117 277
04:15 0 4 4 16:15 32 25 57 17:00 18:00 129 121 250
04:30 1 0 1 16:30 34 33 67 18:00 19:00 90 115 205
04:45 0 0 0 16:45 34 29 63 19:00 20:00 83 72 155
05:00 3 2 5 17:00 36 43 79 20:00 21:00 61 46 107
05:15 0 2 2 17:15 29 32 61 21:00 22:00 36 31 67
05:30 4 4 8 17:30 39 22 61 22:00 23:00 12 23 35
05:45 0 8 8 17:45 25 24 49 23:00 00:00 16 13 29
06:00 1 10 11 18:00 28 30 58
06:15 0 10 10 18:15 20 34 54 NB SB EB WB TOTAL
06:30 6 7 13 18:30 21 26 47 00:00 to 12:00
06:45 7 17 24 18:45 21 25 46 515 874 1389
07:00 15 22 37 19:00 20 21 41 7:45 8:00 8:00
07:15 9 26 35 19:15 23 19 42 138 250 388
07:30 17 30 47 19:30 22 17 39 0.663 0.710 0.693
07:45 18 41 59 19:45 18 15 33
08:00 31 70 101 20:00 27 15 42 12:00 to 00:00
08:15 52 88 140 20:15 17 8 25 1158 1148 2306
08:30 37 47 84 20:30 12 14 26 15:15 13:45 15:15
08:45 18 45 63 20:45 5 9 14 193 174 356
09:00 26 43 69 21:00 9 9 18 0.804 0.926 0.832
09:15 15 33 48 21:15 12 8 20
09:30 25 36 61 21:30 8 9 17 07:00 to 09:00
09:45 20 50 70 21:45 7 5 12 197 369 566
10:00 20 53 73 22:00 3 8 11 7:45 8:00 8:00
10:15 25 32 57 22:15 5 6 11 138 250 388
10:30 29 29 58 22:30 0 6 6 0.663 0.710 0.693
10:45 23 29 52 22:45 4 3 7
11:00 20 35 55 23:00 3 6 9 16:00 to 18:00
11:15 25 29 54 23:15 7 3 10 289 238 527
11:30 31 30 61 23:30 3 2 5 16:00 16:30 16:00
11:45 28 38 66 23:45 3 2 5 160 137 277
TOTALS 515 874 0 0 1389 TOTALS 1158 1148 0 0 2306 0.667 0.797 0.769 SPLIT % 37% 63% 0% 0% 38% SPLIT % 50% 50% 0% 0% 62%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Northgate Dr S/O Las Gallinas Ave

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_042
NB SB EB WB Total
2,432 2,835 0 0 5,267

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 3 2 5 12:00 51 73 124 00:00 01:00 6 4 10
00:15 0 0 0 12:15 47 55 102 01:00 02:00 7 3 10
00:30 1 2 3 12:30 53 58 111 02:00 03:00 4 1 5
00:45 2 0 2 12:45 51 64 115 03:00 04:00 5 5 10
01:00 1 0 1 13:00 59 44 103 04:00 05:00 5 11 16
01:15 0 0 0 13:15 49 56 105 05:00 06:00 23 27 50
01:30 2 2 4 13:30 48 58 106 06:00 07:00 71 81 152
01:45 4 1 5 13:45 72 57 129 07:00 08:00 145 186 331
02:00 0 0 0 14:00 56 60 116 08:00 09:00 225 250 475
02:15 0 0 0 14:15 51 50 101 09:00 10:00 197 239 436
02:30 1 0 1 14:30 66 59 125 10:00 11:00 185 173 358
02:45 3 1 4 14:45 48 63 111 11:00 12:00 187 197 384
03:00 3 2 5 15:00 56 62 118 12:00 13:00 202 250 452
03:15 0 0 0 15:15 39 64 103 13:00 14:00 228 215 443
03:30 1 0 1 15:30 43 56 99 14:00 15:00 221 232 453
03:45 1 3 4 15:45 42 41 83 15:00 16:00 180 223 403
04:00 1 3 4 16:00 30 67 97 16:00 17:00 169 231 400
04:15 0 1 1 16:15 40 52 92 17:00 18:00 134 215 349
04:30 2 2 4 16:30 50 51 101 18:00 19:00 80 98 178
04:45 2 5 7 16:45 49 61 110 19:00 20:00 63 78 141
05:00 5 9 14 17:00 51 83 134 20:00 21:00 54 53 107
05:15 2 3 5 17:15 31 41 72 21:00 22:00 22 37 59
05:30 6 7 13 17:30 34 49 83 22:00 23:00 12 18 30
05:45 10 8 18 17:45 18 42 60 23:00 00:00 7 8 15
06:00 9 13 22 18:00 21 34 55
06:15 11 20 31 18:15 22 28 50 NB SB EB WB TOTAL
06:30 24 19 43 18:30 18 15 33 00:00 to 12:00
06:45 27 29 56 18:45 19 21 40 1060 1177 2237
07:00 32 42 74 19:00 21 23 44 8:00 8:15 8:15
07:15 29 36 65 19:15 15 18 33 225 270 493
07:30 40 43 83 19:30 13 15 28 0.953 0.854 0.900
07:45 44 65 109 19:45 14 22 36
08:00 56 59 115 20:00 18 10 28 12:00 to 00:00
08:15 59 78 137 20:15 13 13 26 1372 1658 3030
08:30 54 63 117 20:30 13 20 33 13:45 12:00 13:45
08:45 56 50 106 20:45 10 10 20 245 250 471
09:00 54 79 133 21:00 7 16 23 0.851 0.856 0.913
09:15 58 61 119 21:15 10 5 15
09:30 44 56 100 21:30 4 6 10 07:00 to 09:00
09:45 41 43 84 21:45 1 10 11 370 436 806
10:00 55 44 99 22:00 3 6 9 8:00 7:45 7:45
10:15 56 45 101 22:15 5 7 12 225 265 478
10:30 29 37 66 22:30 2 4 6 0.953 0.849 0.872
10:45 45 47 92 22:45 2 1 3
11:00 37 40 77 23:00 1 1 2 16:00 to 18:00
11:15 46 48 94 23:15 4 2 6 303 446 749
11:30 45 54 99 23:30 1 4 5 16:15 16:15 16:15
11:45 59 55 114 23:45 1 1 2 190 247 437
TOTALS 1060 1177 0 0 2237 TOTALS 1372 1658 0 0 3030 0.931 0.744 0.815 SPLIT % 47% 53% 0% 0% 42% SPLIT % 45% 55% 0% 0% 58%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_043
NB SB EB WB Total
4,373 4,780 0 0 9,153

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 9 13 12:00 74 83 157 00:00 01:00 19 14 33
00:15 6 1 7 12:15 72 89 161 01:00 02:00 13 12 25
00:30 3 3 6 12:30 72 86 158 02:00 03:00 11 7 18
00:45 6 1 7 12:45 95 84 179 03:00 04:00 6 9 15
01:00 4 5 9 13:00 95 83 178 04:00 05:00 16 18 34
01:15 1 2 3 13:15 73 83 156 05:00 06:00 41 52 93
01:30 2 4 6 13:30 88 83 171 06:00 07:00 158 129 287
01:45 6 1 7 13:45 110 85 195 07:00 08:00 217 328 545
02:00 3 3 6 14:00 74 95 169 08:00 09:00 318 382 700
02:15 1 1 2 14:15 84 73 157 09:00 10:00 324 308 632
02:30 5 1 6 14:30 85 76 161 10:00 11:00 295 287 582
02:45 2 2 4 14:45 81 88 169 11:00 12:00 316 349 665
03:00 3 3 6 15:00 84 126 210 12:00 13:00 313 342 655
03:15 0 0 0 15:15 80 100 180 13:00 14:00 366 334 700
03:30 2 1 3 15:30 78 107 185 14:00 15:00 324 332 656
03:45 1 5 6 15:45 76 74 150 15:00 16:00 318 407 725
04:00 2 2 4 16:00 69 113 182 16:00 17:00 334 409 743
04:15 0 2 2 16:15 78 101 179 17:00 18:00 261 367 628
04:30 6 3 9 16:30 89 101 190 18:00 19:00 220 243 463
04:45 8 11 19 16:45 98 94 192 19:00 20:00 181 170 351
05:00 8 18 26 17:00 78 120 198 20:00 21:00 143 108 251
05:15 6 7 13 17:15 68 84 152 21:00 22:00 94 78 172
05:30 9 13 22 17:30 73 90 163 22:00 23:00 63 59 122
05:45 18 14 32 17:45 42 73 115 23:00 00:00 22 36 58
06:00 16 21 37 18:00 56 73 129
06:15 36 22 58 18:15 52 62 114 NB SB EB WB TOTAL
06:30 45 35 80 18:30 47 53 100 00:00 to 12:00
06:45 61 51 112 18:45 65 55 120 1734 1895 3629
07:00 52 74 126 19:00 39 43 82 8:45 7:45 8:15
07:15 43 77 120 19:15 59 43 102 343 389 708
07:30 55 83 138 19:30 40 41 81 0.963 0.935 0.957
07:45 67 94 161 19:45 43 43 86
08:00 71 96 167 20:00 39 30 69 12:00 to 00:00
08:15 81 104 185 20:15 34 31 65 2639 2885 5524
08:30 80 95 175 20:30 40 25 65 13:00 14:45 16:15
08:45 86 87 173 20:45 30 22 52 366 421 759
09:00 87 88 175 21:00 26 30 56 0.832 0.835 0.958
09:15 89 83 172 21:15 24 19 43
09:30 81 73 154 21:30 27 10 37 07:00 to 09:00
09:45 67 64 131 21:45 17 19 36 535 710 1245
10:00 82 70 152 22:00 16 21 37 8:00 7:45 8:00
10:15 90 70 160 22:15 22 20 42 318 389 700
10:30 53 70 123 22:30 17 13 30 0.924 0.935 0.946
10:45 70 77 147 22:45 8 5 13
11:00 67 89 156 23:00 6 11 17 16:00 to 18:00
11:15 87 77 164 23:15 7 5 12 595 776 1371
11:30 86 95 181 23:30 5 9 14 16:15 16:15 16:15
11:45 76 88 164 23:45 4 11 15 343 416 759
TOTALS 1734 1895 0 0 3629 TOTALS 2639 2885 0 0 5524 0.875 0.867 0.958 SPLIT % 48% 52% 0% 0% 40% SPLIT % 48% 52% 0% 0% 60%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Redwood Hwy S/O Professional Center Pkwy

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400
450 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_044
NB SB EB WB Total
543 549 0 0 1,092

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 0 2 12:00 8 14 22 00:00 01:00 4 0 4
00:15 0 0 0 12:15 7 10 17 01:00 02:00 1 1 2
00:30 2 0 2 12:30 7 9 16 02:00 03:00 1 1 2
00:45 0 0 0 12:45 8 9 17 03:00 04:00 0 0 0
01:00 0 0 0 13:00 12 7 19 04:00 05:00 0 0 0
01:15 1 0 1 13:15 7 18 25 05:00 06:00 1 1 2
01:30 0 0 0 13:30 10 13 23 06:00 07:00 8 12 20
01:45 0 1 1 13:45 12 10 22 07:00 08:00 16 51 67
02:00 0 0 0 14:00 14 11 25 08:00 09:00 25 43 68
02:15 1 1 2 14:15 13 9 22 09:00 10:00 40 42 82
02:30 0 0 0 14:30 7 13 20 10:00 11:00 29 44 73
02:45 0 0 0 14:45 11 10 21 11:00 12:00 39 47 86
03:00 0 0 0 15:00 9 9 18 12:00 13:00 30 42 72
03:15 0 0 0 15:15 11 6 17 13:00 14:00 41 48 89
03:30 0 0 0 15:30 9 12 21 14:00 15:00 45 43 88
03:45 0 0 0 15:45 11 4 15 15:00 16:00 40 31 71
04:00 0 0 0 16:00 10 11 21 16:00 17:00 49 39 88
04:15 0 0 0 16:15 8 9 17 17:00 18:00 54 29 83
04:30 0 0 0 16:30 16 6 22 18:00 19:00 37 33 70
04:45 0 0 0 16:45 15 13 28 19:00 20:00 38 14 52
05:00 1 0 1 17:00 13 9 22 20:00 21:00 20 14 34
05:15 0 0 0 17:15 8 5 13 21:00 22:00 14 10 24
05:30 0 1 1 17:30 18 7 25 22:00 23:00 9 4 13
05:45 0 0 0 17:45 15 8 23 23:00 00:00 2 0 2
06:00 1 2 3 18:00 7 8 15
06:15 4 2 6 18:15 11 12 23 NB SB EB WB TOTAL
06:30 0 2 2 18:30 10 4 14 00:00 to 12:00
06:45 3 6 9 18:45 9 9 18 164 242 406
07:00 3 9 12 19:00 8 5 13 9:00 7:30 11:00
07:15 4 10 14 19:15 12 2 14 40 56 86
07:30 5 21 26 19:30 8 3 11 0.833 0.667 0.741
07:45 4 11 15 19:45 10 4 14
08:00 5 8 13 20:00 7 1 8 12:00 to 00:00
08:15 8 16 24 20:15 5 8 13 379 307 686
08:30 4 11 15 20:30 5 3 8 16:45 13:15 13:15
08:45 8 8 16 20:45 3 2 5 54 52 95
09:00 12 11 23 21:00 4 4 8 0.750 0.722 0.950
09:15 8 8 16 21:15 3 1 4
09:30 11 16 27 21:30 4 2 6 07:00 to 09:00
09:45 9 7 16 21:45 3 3 6 41 94 135
10:00 7 11 18 22:00 5 0 5 8:00 7:30 7:30
10:15 8 10 18 22:15 3 2 5 25 56 78
10:30 6 15 21 22:30 0 1 1 0.781 0.667 0.750
10:45 8 8 16 22:45 1 1 2
11:00 11 12 23 23:00 2 0 2 16:00 to 18:00
11:15 8 12 20 23:15 0 0 0 103 68 171
11:30 5 9 14 23:30 0 0 0 16:45 16:00 16:15
11:45 15 14 29 23:45 0 0 0 54 39 89
TOTALS 164 242 0 0 406 TOTALS 379 307 0 0 686 0.750 0.750 0.795 SPLIT % 40% 60% 0% 0% 37% SPLIT % 55% 45% 0% 0% 63%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Riviera Dr Bet. San Marino Dr & Chapel Cove Dr

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 10
20 30
40 50
60 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Wednesday City: San Rafael
Date: 11/1/2023 Project #: CA23_080248_045
NB SB EB WB Total
0 0 15,298 13,147 28,445

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 29 19 48 12:00 215 199 414 00:00 01:00 73 80 153
00:15 16 26 42 12:15 208 201 409 01:00 02:00 36 46 82
00:30 13 17 30 12:30 223 224 447 02:00 03:00 42 39 81
00:45 15 18 33 12:45 259 216 475 03:00 04:00 34 32 66
01:00 11 11 22 13:00 267 232 499 04:00 05:00 81 46 127
01:15 8 12 20 13:15 278 266 544 05:00 06:00 189 127 316 01:30 11 10 21 13:30 285 267 552 06:00 07:00 506 347 853 01:45 6 13 19 13:45 258 234 492 07:00 08:00 1025 757 1782 02:00 6 11 17 14:00 288 255 543 08:00 09:00 1226 855 2081 02:15 18 12 30 14:15 290 223 513 09:00 10:00 1180 712 1892 02:30 7 4 11 14:30 261 247 508 10:00 11:00 997 744 1741 02:45 11 12 23 14:45 335 276 611 11:00 12:00 877 832 1709 03:00 9 10 19 15:00 309 259 568 12:00 13:00 905 840 1745 03:15 9 7 16 15:15 284 278 562 13:00 14:00 1088 999 2087 03:30 7 8 15 15:30 249 231 480 14:00 15:00 1174 1001 2175 03:45 9 7 16 15:45 286 252 538 15:00 16:00 1128 1020 2148 04:00 17 16 33 16:00 300 264 564 16:00 17:00 1161 1083 2244 04:15 15 9 24 16:15 285 275 560 17:00 18:00 1146 1087 2233 04:30 21 7 28 16:30 301 252 553 18:00 19:00 826 872 1698 04:45 28 14 42 16:45 275 292 567 19:00 20:00 577 602 1179 05:00 39 18 57 17:00 315 264 579 20:00 21:00 426 429 855 05:15 37 16 53 17:15 312 296 608 21:00 22:00 348 287 635 05:30 47 36 83 17:30 284 257 541 22:00 23:00 173 209 382 05:45 66 57 123 17:45 235 270 505 23:00 00:00 80 101 181 06:00 92 59 151 18:00 234 233 467
06:15 116 76 192 18:15 223 207 430 NB SB EB WB TOTAL
06:30 139 84 223 18:30 211 205 416 00:00 to 12:00
06:45 159 128 287 18:45 158 227 385 6266 4617 10883
07:00 209 141 350 19:00 177 176 353 8:15 7:30 8:00
07:15 217 182 399 19:15 171 158 329 1259 855 2081
07:30 288 222 510 19:30 118 135 253 0.942 0.963 0.965
07:45 311 212 523 19:45 111 133 244
08:00 278 218 496 20:00 113 116 229 12:00 to 00:00
08:15 311 203 514 20:15 126 122 248 9032 8530 17562
08:30 334 198 532 20:30 89 103 192 16:30 16:45 16:30
08:45 303 236 539 20:45 98 88 186 1203 1109 2307
09:00 311 185 496 21:00 87 90 177 0.955 0.937 0.949
09:15 309 158 467 21:15 108 77 185
09:30 273 174 447 21:30 80 59 139 07:00 to 09:00
09:45 287 195 482 21:45 73 61 134 2251 1612 3863
10:00 258 188 446 22:00 38 77 115 7:45 7:30 8:00
10:15 257 186 443 22:15 53 56 109 1234 855 2081
10:30 242 188 430 22:30 48 30 78 0.924 0.963 0.965
10:45 240 182 422 22:45 34 46 80
11:00 245 176 421 23:00 31 34 65 16:00 to 18:00
11:15 217 213 430 23:15 23 26 49 2307 2170 4477
11:30 187 195 382 23:30 16 22 38 16:30 16:45 16:30
11:45 228 248 476 23:45 10 19 29 1203 1109 2307
TOTALS 0 0 6266 4617 10883 TOTALS 0 0 9032 8530 17562 0.955 0.937 0.949 SPLIT % 0% 0% 58% 42% 38% SPLIT % 0% 0% 51% 49% 62%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
2nd St Bet. G St & Ida St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_046
NB SB EB WB Total
0 0 4,804 4,815 9,619

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 4 8 12:00 73 71 144 00:00 01:00 15 11 26
00:15 4 2 6 12:15 90 73 163 01:00 02:00 11 13 24
00:30 3 1 4 12:30 61 80 141 02:00 03:00 6 3 9
00:45 4 4 8 12:45 87 95 182 03:00 04:00 4 8 12
01:00 2 2 4 13:00 76 97 173 04:00 05:00 6 15 21
01:15 4 4 8 13:15 78 65 143 05:00 06:00 43 46 89
01:30 5 4 9 13:30 51 57 108 06:00 07:00 98 156 254
01:45 0 3 3 13:45 67 79 146 07:00 08:00 137 244 381
02:00 2 0 2 14:00 49 83 132 08:00 09:00 220 255 475
02:15 1 0 1 14:15 57 63 120 09:00 10:00 229 308 537
02:30 0 1 1 14:30 93 72 165 10:00 11:00 248 207 455
02:45 3 2 5 14:45 96 77 173 11:00 12:00 280 252 532
03:00 0 4 4 15:00 119 104 223 12:00 13:00 311 319 630
03:15 1 0 1 15:15 97 80 177 13:00 14:00 272 298 570
03:30 0 1 1 15:30 91 116 207 14:00 15:00 295 295 590
03:45 3 3 6 15:45 106 70 176 15:00 16:00 413 370 783
04:00 2 4 6 16:00 116 103 219 16:00 17:00 491 365 856
04:15 0 1 1 16:15 140 106 246 17:00 18:00 562 320 882
04:30 2 4 6 16:30 111 75 186 18:00 19:00 415 441 856
04:45 2 6 8 16:45 124 81 205 19:00 20:00 284 407 691
05:00 6 10 16 17:00 106 55 161 20:00 21:00 184 249 433
05:15 3 13 16 17:15 127 67 194 21:00 22:00 149 141 290
05:30 19 12 31 17:30 146 86 232 22:00 23:00 82 54 136
05:45 15 11 26 17:45 183 112 295 23:00 00:00 49 38 87
06:00 16 27 43 18:00 120 154 274
06:15 22 27 49 18:15 111 100 211 NB SB EB WB TOTAL
06:30 28 53 81 18:30 98 93 191 00:00 to 12:00
06:45 32 49 81 18:45 86 94 180 1297 1518 2815
07:00 32 54 86 19:00 70 85 155 11:00 9:00 8:45
07:15 29 54 83 19:15 81 70 151 280 308 566
07:30 36 58 94 19:30 71 144 215 0.824 0.895 0.919
07:45 40 78 118 19:45 62 108 170
08:00 46 55 101 20:00 56 96 152 12:00 to 00:00
08:15 40 68 108 20:15 48 46 94 3507 3297 6804
08:30 48 68 116 20:30 47 55 102 17:15 17:45 17:30
08:45 86 64 150 20:45 33 52 85 576 459 1012
09:00 68 86 154 21:00 44 53 97 0.787 0.745 0.858
09:15 67 70 137 21:15 42 35 77
09:30 46 79 125 21:30 39 27 66 07:00 to 09:00
09:45 48 73 121 21:45 24 26 50 357 499 856
10:00 61 57 118 22:00 21 16 37 8:00 7:45 8:00
10:15 61 56 117 22:15 22 20 42 220 269 475
10:30 62 45 107 22:30 22 10 32 0.640 0.862 0.792
10:45 64 49 113 22:45 17 8 25
11:00 42 52 94 23:00 15 15 30 16:00 to 18:00
11:15 78 55 133 23:15 11 12 23 1053 685 1738
11:30 75 92 167 23:30 18 5 23 17:00 16:00 17:00
11:45 85 53 138 23:45 5 6 11 562 365 882
TOTALS 0 0 1297 1518 2815 TOTALS 0 0 3507 3297 6804 0.768 0.861 0.747 SPLIT % 0% 0% 46% 54% 29% SPLIT % 0% 0% 52% 48% 71%
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Smith Ranch Rd E/O Deer Valley Rd

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
0 100
200
300
400
500
600 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Thursday City: San Rafael
Date: 08/17/2023 Project #: CA23_080248_047
NB SB EB WB Total
0 0 1,953 2,282 4,235

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 2 3 5 12:00 44 39 83 00:00 01:00 9 6 15
00:15 3 1 4 12:15 37 39 76 01:00 02:00 4 3 7
00:30 1 1 2 12:30 29 45 74 02:00 03:00 0 1 1
00:45 3 1 4 12:45 35 25 60 03:00 04:00 2 2 4
01:00 0 0 0 13:00 27 44 71 04:00 05:00 5 2 7
01:15 1 1 2 13:15 29 49 78 05:00 06:00 9 16 25
01:30 2 2 4 13:30 37 38 75 06:00 07:00 50 46 96
01:45 1 0 1 13:45 30 36 66 07:00 08:00 93 139 232
02:00 0 0 0 14:00 31 35 66 08:00 09:00 129 186 315
02:15 0 1 1 14:15 20 42 62 09:00 10:00 117 164 281
02:30 0 0 0 14:30 37 34 71 10:00 11:00 134 145 279
02:45 0 0 0 14:45 27 33 60 11:00 12:00 129 128 257
03:00 0 1 1 15:00 48 51 99 12:00 13:00 145 148 293
03:15 1 0 1 15:15 38 39 77 13:00 14:00 123 167 290
03:30 1 0 1 15:30 42 38 80 14:00 15:00 115 144 259
03:45 0 1 1 15:45 38 45 83 15:00 16:00 166 173 339
04:00 2 0 2 16:00 63 46 109 16:00 17:00 223 187 410
04:15 0 0 0 16:15 51 33 84 17:00 18:00 168 177 345
04:30 1 1 2 16:30 58 54 112 18:00 19:00 117 148 265
04:45 2 1 3 16:45 51 54 105 19:00 20:00 75 107 182
05:00 2 3 5 17:00 44 50 94 20:00 21:00 65 73 138
05:15 1 2 3 17:15 45 38 83 21:00 22:00 39 71 110
05:30 4 6 10 17:30 41 42 83 22:00 23:00 28 29 57
05:45 2 5 7 17:45 38 47 85 23:00 00:00 8 20 28
06:00 8 6 14 18:00 26 48 74
06:15 13 12 25 18:15 37 39 76 NB SB EB WB TOTAL
06:30 13 7 20 18:30 31 32 63 00:00 to 12:00
06:45 16 21 37 18:45 23 29 52 681 838 1519
07:00 13 23 36 19:00 23 35 58 9:45 7:45 8:00
07:15 28 34 62 19:15 20 22 42 140 188 315
07:30 20 36 56 19:30 20 25 45 0.897 0.959 0.847
07:45 32 46 78 19:45 12 25 37
08:00 30 48 78 20:00 12 12 24 12:00 to 00:00
08:15 23 45 68 20:15 24 19 43 1272 1444 2716
08:30 27 49 76 20:30 13 20 33 16:00 16:30 16:00
08:45 49 44 93 20:45 16 22 38 223 196 410
09:00 30 48 78 21:00 8 23 31 0.885 0.907 0.915
09:15 29 35 64 21:15 13 21 34
09:30 30 42 72 21:30 7 16 23 07:00 to 09:00
09:45 28 39 67 21:45 11 11 22 222 325 547
10:00 39 33 72 22:00 11 8 19 8:00 7:45 8:00
10:15 34 30 64 22:15 3 5 8 129 188 315
10:30 39 44 83 22:30 7 11 18 0.658 0.959 0.847
10:45 22 38 60 22:45 7 5 12
11:00 25 37 62 23:00 3 6 9 16:00 to 18:00
11:15 24 33 57 23:15 3 8 11 391 364 755
11:30 38 25 63 23:30 1 4 5 16:00 16:30 16:00
11:45 42 33 75 23:45 1 2 3 223 196 410
TOTALS 0 0 681 838 1519 TOTALS 0 0 1272 1444 2716 0.885 0.907 0.915 SPLIT % 0% 0% 45% 55% 36% SPLIT % 0% 0% 47% 53% 64%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Woodland Ave W/O Warner Ct

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB
Day: Tuesday City: San Rafael
Date: 09/19/2023 Project #: CA23_080248_048
NB SB EB WB Total
3,260 2,375 0 0 5,635

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 00:00 4 1 5 12:00 45 28 73 00:00 01:00 10 3 13
00:15 0 1 1 12:15 55 38 93 01:00 02:00 7 3 10
00:30 3 0 3 12:30 46 33 79 02:00 03:00 2 1 3
00:45 3 1 4 12:45 53 29 82 03:00 04:00 2 2 4
01:00 3 1 4 13:00 57 46 103 04:00 05:00 7 6 13
01:15 1 0 1 13:15 66 40 106 05:00 06:00 46 18 64
01:30 3 1 4 13:30 57 21 78 06:00 07:00 103 86 189
01:45 0 1 1 13:45 36 25 61 07:00 08:00 228 176 404
02:00 0 0 0 14:00 43 31 74 08:00 09:00 341 192 533
02:15 1 0 1 14:15 47 53 100 09:00 10:00 210 154 364
02:30 0 1 1 14:30 53 50 103 10:00 11:00 186 132 318
02:45 1 0 1 14:45 65 51 116 11:00 12:00 194 136 330
03:00 0 0 0 15:00 67 44 111 12:00 13:00 199 128 327
03:15 1 0 1 15:15 71 51 122 13:00 14:00 216 132 348
03:30 0 0 0 15:30 69 74 143 14:00 15:00 208 185 393
03:45 1 2 3 15:45 65 54 119 15:00 16:00 272 223 495
04:00 2 0 2 16:00 49 38 87 16:00 17:00 215 209 424
04:15 2 1 3 16:15 59 55 114 17:00 18:00 227 201 428
04:30 2 3 5 16:30 57 58 115 18:00 19:00 184 147 331
04:45 1 2 3 16:45 50 58 108 19:00 20:00 144 104 248
05:00 10 4 14 17:00 66 71 137 20:00 21:00 109 58 167
05:15 4 3 7 17:15 52 47 99 21:00 22:00 91 50 141
05:30 12 5 17 17:30 53 46 99 22:00 23:00 46 19 65
05:45 20 6 26 17:45 56 37 93 23:00 00:00 13 10 23
06:00 19 12 31 18:00 53 44 97
06:15 15 21 36 18:15 42 37 79 NB SB EB WB TOTAL
06:30 30 19 49 18:30 50 39 89 00:00 to 12:00
06:45 39 34 73 18:45 39 27 66 1336 909 2245
07:00 39 36 75 19:00 39 31 70 8:00 7:30 8:00
07:15 53 45 98 19:15 43 25 68 341 198 533
07:30 53 45 98 19:30 34 30 64 0.907 0.900 0.938
07:45 83 50 133 19:45 28 18 46
08:00 75 55 130 20:00 32 16 48 12:00 to 00:00
08:15 83 48 131 20:15 28 13 41 1924 1466 3390
08:30 94 36 130 20:30 23 11 34 14:45 16:15 15:00
08:45 89 53 142 20:45 26 18 44 272 242 495
09:00 61 37 98 21:00 30 15 45 0.958 0.852 0.865
09:15 49 40 89 21:15 20 17 37
09:30 46 40 86 21:30 23 13 36 07:00 to 09:00
09:45 54 37 91 21:45 18 5 23 569 368 937
10:00 43 30 73 22:00 14 6 20 8:00 7:30 8:00
10:15 51 32 83 22:15 11 6 17 341 198 533
10:30 48 36 84 22:30 12 4 16 0.907 0.900 0.938
10:45 44 34 78 22:45 9 3 12
11:00 50 24 74 23:00 6 1 7 16:00 to 18:00
11:15 32 30 62 23:15 3 5 8 442 410 852
11:30 50 42 92 23:30 2 2 4 16:15 16:15 16:15
11:45 62 40 102 23:45 2 2 4 232 242 474
TOTALS 1336 909 0 0 2245 TOTALS 1924 1466 0 0 3390 0.879 0.852 0.865 SPLIT % 60% 40% 0% 0% 40% SPLIT % 57% 43% 0% 0% 60%
Peak Hour Factor
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Prepared by National Data & Surveying Services
VOLUME
Woodland Ave Bet. S Auburn St & N Auburn St

DAILY TOTALS DAILY TOTALS
15 Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00

NB SB EB WB

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 1
20 21
22 2
23 3
24 6
25 8
26 8
27 11
28 10
29 12
30 10
31 9
32 6
33 7
34 3
35 2
36 37 1
38 39
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 18 - 40 29 mph 32 mph 24 - 33 87 86% 6% / 7 7% / 7

SPEED PARAMETERS
2nd St Bet. A St & Lindaro St
City of San Rafael
Eastbound Spot Speeds
14:55-15:55
11/6/2023
Project #: 23-080249-001
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 3
24 25
26 27 1
28 29
30 4
31 4
32 5
33 7
34 8
35 11
36 12
37 12
38 9
39 8
40 8
41 10
42 10
43 5
44 6
45 46
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 125 23 - 47 37 mph 42 mph 33 - 42 95 76% 13% / 17 11% / 13

SPEED PARAMETERS
Point San Pedro Rd Bet. Peacock Dr & Knight Dr
City of San Rafael
Northbound Spot Speeds
09:00-11:30
8/29/2023
Project #: 23-080249-003
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 23 2
24 25 2
26 5
27 4
28 6
29 6
30 8
31 12
32 12
33 8
34 13
35 11
36 8
37 6
38 7
39 5
40 5
41 1
42 2
43 1
44 3
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 128 19 - 44 33 mph 38 mph 29 - 38 91 71% 15% / 20 14% / 17

SPEED PARAMETERS
Point San Pedro Rd Bet. Peacock Dr & Knight Dr
City of San Rafael
Southbound Spot Speeds
09:00-11:30
8/29/2023
Project #: 23-080249-003
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 23 5
24 25 2
26 5
27 5
28 6
29 6
30 12
31 16
32 17
33 15
34 21
35 22
36 20
37 18
38 16
39 13
40 13
41 11
42 12
43 6
44 9
45 46
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 253 19 - 47 35 mph 41 mph 31 - 40 171 68% 16% / 42 16% / 40

SPEED PARAMETERS
Point San Pedro Rd Bet. Peacock Dr & Knight Dr
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-11:30
8/29/2023
Project #: 23-080249-003
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 26
27 28
29 30 1
31 1
32 1
33 34 1
35 4
36 5
37 6
38 8
39 6
40 11
41 12
42 10
43 8
44 8
45 6
46 5
47 8
48 3
49 3
50 5
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 24 - 51 41 mph 47 mph 38 - 47 82 72% 17% / 20 11% / 12

SPEED PARAMETERS
Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael
Northbound Spot Speeds
09:00-10:49
8/31/2023
Project #: 23-080249-004
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 33
34 1
35 36 2
37 6
38 6
39 12
40 15
41 10
42 6
43 6
44 7
45 7
46 5
47 8
48 5
49 2
50 2
51 1
52 2
53 1
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 31 - 54 41 mph 47 mph 38 - 47 82 77% 9% / 10 14% / 14

SPEED PARAMETERS
Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael
Southbound Spot Speeds
09:00-10:49
8/31/2023
Project #: 23-080249-004
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 26
27 28
29 30 1
31 2
32 1
33 34 2
35 4
36 7
37 12
38 14
39 18
40 26
41 22
42 16
43 14
44 15
45 13
46 10
47 16
48 8
49 5
50 7
51 2
52 2
53 1
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 220 24 - 54 41 mph 47 mph 38 - 47 164 75% 13% / 30 12% / 26

SPEED PARAMETERS
Point San Pedro Rd Bet. San Rafael Rock Quarry & Cantera Way City of San Rafael
Northbound & Southbound Spot Speeds
09:00-10:49
8/31/2023
Project #: 23-080249-004
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 1
31 1
32 2
33 2
34 5
35 3
36 6
37 7
38 8
39 11
40 7
41 9
42 8
43 6
44 7
45 7
46 2
47 3
48 1
49 50 2
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 28 - 50 40 mph 44 mph 36 - 45 76 76% 16% / 16 8% / 8

SPEED PARAMETERS
Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct
City of San Rafael
Eastbound Spot Speeds
14:20-15:05
10/19/2023
Project #: 23-080249-005
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 34 2
35 3
36 3
37 3
38 8
39 11
40 9
41 13
42 10
43 10
44 7
45 5
46 3
47 4
48 5
49 1
50 2
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 32 - 50 41 mph 45 mph 38 - 47 80 80% 12% / 12 8% / 8

SPEED PARAMETERS
Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct
City of San Rafael
Westbound Spot Speeds
14:20-15:05
10/19/2023
Project #: 23-080249-005
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 1
31 1
32 3
33 2
34 7
35 6
36 9
37 10
38 16
39 22
40 16
41 22
42 18
43 16
44 14
45 12
46 5
47 7
48 6
49 1
50 4
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 200 28 - 50 41 mph 45 mph 36 - 45 155 78% 11% / 22 12% / 23

SPEED PARAMETERS
Point San Pedro Rd Bet. Aqua Vista Dr & Royal Ct
City of San Rafael
Eastbound & Westbound Spot Speeds
14:20-15:05
10/19/2023
Project #: 23-080249-005
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 3
31 3
32 8
33 9
34 11
35 12
36 10
37 11
38 13
39 11
40 9
41 8
42 7
43 7
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 125 28 - 43 37 mph 41 mph 32 - 41 102 82% 7% / 9 12% / 14

SPEED PARAMETERS
Point San Pedro Rd W/O Loch Lomond Dr
City of San Rafael
Eastbound Spot Speeds
09:35-11:44
8/29/2023
Project #: 23-080249-006
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 1
29 30 4
31 2
32 12
33 7
34 9
35 12
36 11
37 10
38 15
39 11
40 11
41 5
42 3
43 3
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 120 26 - 45 36 mph 40 mph 32 - 41 103 86% 7% / 9 7% / 8

SPEED PARAMETERS
Point San Pedro Rd W/O Loch Lomond Dr
City of San Rafael
Westbound Spot Speeds
09:35-11:44
8/29/2023
Project #: 23-080249-006
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 2
29 2
30 7
31 5
32 20
33 16
34 20
35 24
36 21
37 21
38 28
39 22
40 20
41 13
42 10
43 10
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 245 26 - 45 37 mph 40 mph 32 - 41 205 84% 7% / 18 9% / 22

SPEED PARAMETERS
Point San Pedro Rd W/O Loch Lomond Dr
City of San Rafael
Eastbound & Westbound Spot Speeds
09:35-11:44
8/29/2023
Project #: 23-080249-006
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 5
28 3
29 6
30 6
31 4
32 8
33 11
34 8
35 8
36 8
37 6
38 8
39 3
40 5
41 2
42 1
43 1
44 45 1
46 1
47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 48 34 mph 39 mph 29 - 38 73 73% 11% / 11 16% / 16

SPEED PARAMETERS
Point San Pedro Rd/3rd St W/O Embarcadero Way
City of San Rafael
Eastbound Spot Speeds
13:20-14:10
10/19/2023
Project #: 23-080249-007
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 2
27 4
28 5
29 8
30 7
31 8
32 11
33 13
34 10
35 10
36 6
37 7
38 5
39 3
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 40 33 mph 37 mph 28 - 37 85 85% 6% / 6 9% / 9

SPEED PARAMETERS
Point San Pedro Rd/3rd St W/O Embarcadero Way
City of San Rafael
Westbound Spot Speeds
13:20-14:10
10/19/2023
Project #: 23-080249-007
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 4
27 9
28 8
29 14
30 13
31 12
32 19
33 24
34 18
35 18
36 14
37 13
38 13
39 6
40 6
41 2
42 1
43 1
44 45 1
46 1
47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 200 25 - 48 33 mph 38 mph 29 - 38 158 79% 11% / 22 10% / 20

SPEED PARAMETERS
Point San Pedro Rd/3rd St W/O Embarcadero Way
City of San Rafael
Eastbound & Westbound Spot Speeds
13:20-14:10
10/19/2023
Project #: 23-080249-007
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 1
23 3
24 3
25 4
26 7
27 10
28 10
29 7
30 14
31 12
32 13
33 11
34 10
35 8
36 5
37 3
38 8
39 3
40 1
41 42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 136 21 - 42 31 mph 36 mph 26 - 35 102 75% 9% / 13 16% / 21

SPEED PARAMETERS
Andersen Dr S/O Simms St/Jacoby St
City of San Rafael
Northbound Spot Speeds
10:00-10:34
9/21/2023
Project #: 23-080249-008
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 2
23 3
24 2
25 7
26 6
27 6
28 12
29 13
30 13
31 12
32 8
33 10
34 8
35 12
36 3
37 2
38 3
39 1
40 1
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 21 - 43 30 mph 35 mph 26 - 35 100 79% 11% / 15 10% / 12

SPEED PARAMETERS
Andersen Dr S/O Simms St/Jacoby St
City of San Rafael
Southbound Spot Speeds
10:00-10:34
9/21/2023
Project #: 23-080249-008
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 3
22 3
23 6
24 5
25 11
26 13
27 16
28 22
29 20
30 27
31 24
32 21
33 21
34 18
35 20
36 8
37 5
38 11
39 4
40 2
41 1
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 263 21 - 43 31 mph 35 mph 26 - 35 202 77% 10% / 28 13% / 33

SPEED PARAMETERS
Andersen Dr S/O Simms St/Jacoby St
City of San Rafael
Northbound & Southbound Spot Speeds
10:00-10:34
9/21/2023
Project #: 23-080249-008
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 1
23 1
24 1
25 7
26 6
27 10
28 10
29 12
30 10
31 13
32 13
33 10
34 9
35 9
36 6
37 7
38 5
39 4
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 136 19 - 40 31 mph 36 mph 26 - 35 102 75% 8% / 11 17% / 23

SPEED PARAMETERS
Andersen Dr Bet. Francisco Blvd W & Ballam Blvd
City of San Rafael
Eastbound Spot Speeds
11:20-12:04
9/21/2023
Project #: 23-080249-009
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 3
26 4
27 5
28 8
29 9
30 11
31 15
32 15
33 10
34 8
35 6
36 4
37 5
38 2
39 1
40 1
41 1
42 2
43 44
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 23 - 45 31 mph 36 mph 26 - 35 91 81% 3% / 4 16% / 17

SPEED PARAMETERS
Andersen Dr Bet. Francisco Blvd W & Ballam Blvd
City of San Rafael
Westbound Spot Speeds
11:20-12:04
9/21/2023
Project #: 23-080249-009
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 1
23 2
24 1
25 10
26 10
27 15
28 18
29 21
30 21
31 28
32 28
33 20
34 17
35 15
36 10
37 12
38 7
39 5
40 2
41 1
42 2
43 44
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 248 19 - 45 31 mph 36 mph 26 - 35 193 78% 6% / 15 17% / 40

SPEED PARAMETERS
Andersen Dr Bet. Francisco Blvd W & Ballam Blvd
City of San Rafael
Eastbound & Westbound Spot Speeds
11:20-12:04
9/21/2023
Project #: 23-080249-009
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 2
27 5
28 8
29 7
30 10
31 7
32 8
33 7
34 8
35 6
36 7
37 4
38 3
39 2
40 6
41 3
42 3
43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 25 - 44 33 mph 39 mph 27 - 36 73 73% 4% / 4 23% / 23

SPEED PARAMETERS
Andersen Dr Bet. Lindaro St & Irwin St
City of San Rafael
Eastbound Spot Speeds
11:25-12:05
10/19/2023
Project #: 23-080249-010
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 3
26 2
27 1
28 2
29 3
30 6
31 7
32 8
33 10
34 13
35 10
36 10
37 6
38 6
39 5
40 4
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 43 34 mph 38 mph 30 - 39 81 81% 13% / 13 6% / 6

SPEED PARAMETERS
Andersen Dr Bet. Lindaro St & Irwin St
City of San Rafael
Westbound Spot Speeds
11:25-12:05
10/19/2023
Project #: 23-080249-010
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 5
26 4
27 6
28 10
29 10
30 16
31 14
32 16
33 17
34 21
35 16
36 17
37 10
38 9
39 7
40 10
41 4
42 3
43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 200 24 - 44 33 mph 38 mph 28 - 37 147 74% 8% / 17 18% / 36

SPEED PARAMETERS
Andersen Dr Bet. Lindaro St & Irwin St
City of San Rafael
Eastbound & Westbound Spot Speeds
11:25-12:05
10/19/2023
Project #: 23-080249-010
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 3
18 5
19 10
20 6
21 4
22 12
23 6
24 9
25 7
26 5
27 10
28 7
29 8
30 3
31 10
32 3
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 16 - 32 24 mph 29 mph 22 - 31 77 70% 27% / 30 3% / 3

SPEED PARAMETERS
B St Bet. Albert Park Ln & Treanor St
City of San Rafael
Northbound Spot Speeds
10:15-11:25
9/7/2023
Project #: 23-080249-011
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 3
20 1
21 9
22 5
23 8
24 10
25 9
26 15
27 7
28 10
29 8
30 7
31 3
32 2
33 5
34 8
35 4
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 19 - 35 26 mph 32 mph 21 - 30 88 77% 3% / 4 20% / 22

SPEED PARAMETERS
B St Bet. Albert Park Ln & Treanor St
City of San Rafael
Southbound Spot Speeds
10:15-11:25
9/7/2023
Project #: 23-080249-011
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 3
18 5
19 13
20 7
21 13
22 17
23 14
24 19
25 16
26 20
27 17
28 17
29 16
30 10
31 13
32 5
33 5
34 8
35 4
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 224 16 - 35 26 mph 31 mph 21 - 30 159 71% 13% / 30 16% / 35

SPEED PARAMETERS
B St Bet. Albert Park Ln & Treanor St
City of San Rafael
Northbound & Southbound Spot Speeds
10:15-11:25
9/7/2023
Project #: 23-080249-011
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 1
14 3
15 2
16 4
17 3
18 3
19 1
20 1
21 1
22 2
23 1
24 25 3
26 1
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 26 13 - 26 17 mph 25 mph 13 - 22 21 81% 0% / 0 20% / 5

SPEED PARAMETERS
Balboa Ave N/O Las Casas Dr
City of San Rafael
Northbound Spot Speeds
13:00-16:00
9/7/2023
Project #: 23-080249-012
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 3
16 1
17 3
18 3
19 1
20 2
21 1
22 1
23 2
24 3
25 1
26 27 1
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 23 14 - 27 19 mph 24 mph 15 - 24 21 91% 4% / 1 5% / 1

SPEED PARAMETERS
Balboa Ave N/O Las Casas Dr
City of San Rafael
Southbound Spot Speeds
13:00-16:00
9/7/2023
Project #: 23-080249-012
0 2 4
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 1
14 4
15 5
16 5
17 6
18 6
19 2
20 3
21 2
22 3
23 3
24 3
25 4
26 1
27 1
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 49 13 - 27 18 mph 24 mph 15 - 24 42 86% 10% / 5 5% / 2

SPEED PARAMETERS
Balboa Ave N/O Las Casas Dr
City of San Rafael
Northbound & Southbound Spot Speeds
13:00-16:00
9/7/2023
Project #: 23-080249-012
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 17 2
18 2
19 4
20 1
21 5
22 5
23 10
24 13
25 10
26 11
27 12
28 7
29 9
30 8
31 3
32 5
33 3
34 1
35 1
36 37 1
38 39
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 15 - 40 26 mph 30 mph 21 - 30 90 78% 8% / 10 14% / 15

SPEED PARAMETERS
Civic Center Dr S/O Mclnnis Pkwy
City of San Rafael
Northbound Spot Speeds
13:20-15:00
8/30/2023
Project #: 23-080249-013
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 1
18 2
19 2
20 5
21 9
22 8
23 12
24 8
25 8
26 9
27 8
28 6
29 6
30 5
31 2
32 1
33 1
34 3
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 97 16 - 34 25 mph 29 mph 20 - 29 79 81% 6% / 6 13% / 12

SPEED PARAMETERS
Civic Center Dr S/O Mclnnis Pkwy
City of San Rafael
Southbound Spot Speeds
13:20-15:00
8/30/2023
Project #: 23-080249-013
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 1
17 3
18 4
19 6
20 6
21 14
22 13
23 22
24 21
25 18
26 20
27 20
28 13
29 15
30 13
31 5
32 6
33 4
34 4
35 1
36 37 1
38 39
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 212 15 - 40 25 mph 30 mph 21 - 30 169 80% 9% / 21 11% / 22

SPEED PARAMETERS
Civic Center Dr S/O Mclnnis Pkwy
City of San Rafael
Northbound & Southbound Spot Speeds
13:20-15:00
8/30/2023
Project #: 23-080249-013
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 3
20 7
21 6
22 4
23 9
24 3
25 11
26 14
27 7
28 17
29 10
30 7
31 12
32 8
33 3
34 2
35 2
36 37
38 1
39 40
41 42
43 44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 130 18 - 44 27 mph 31 mph 23 - 32 98 75% 17% / 23 7% / 9

SPEED PARAMETERS
D St Bet. Ross St & Frances St
City of San Rafael
Northbound Spot Speeds
09:00-09:35
11/9/2023
Project #: 23-080249-014
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 2
18 2
19 2
20 1
21 4
22 5
23 4
24 5
25 11
26 11
27 10
28 8
29 9
30 12
31 6
32 6
33 2
34 35
36 1
37 38
39 1
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 16 - 41 27 mph 31 mph 23 - 32 82 78% 17% / 18 5% / 5

SPEED PARAMETERS
D St Bet. Ross St & Frances St
City of San Rafael
Southbound Spot Speeds
09:00-09:35
11/9/2023
Project #: 23-080249-014
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 2
18 5
19 5
20 8
21 10
22 9
23 13
24 8
25 22
26 25
27 17
28 25
29 19
30 19
31 18
32 14
33 5
34 2
35 2
36 1
37 38 1
39 1
40 41 1
42 43
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 235 16 - 44 27 mph 31 mph 23 - 32 180 77% 17% / 41 6% / 14

SPEED PARAMETERS
D St Bet. Ross St & Frances St
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-09:35
11/9/2023
Project #: 23-080249-014
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 2
20 3
21 2
22 5
23 3
24 6
25 3
26 1
27 3
28 2
29 5
30 2
31 1
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 39 19 - 32 24 mph 29 mph 20 - 29 33 85% 5% / 2 11% / 4

SPEED PARAMETERS
Du Bois St Bet. Rice Dr & Andersen Dr
City of San Rafael
Northbound Spot Speeds
11:00-13:00
10/18/2023
Project #: 23-080249-015
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 19 1
20 21 5
22 1
23 2
24 1
25 5
26 3
27 2
28 6
29 2
30 1
31 1
32 2
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 33 17 - 32 26 mph 29 mph 21 - 30 28 85% 6% / 2 10% / 3

SPEED PARAMETERS
Du Bois St Bet. Rice Dr & Andersen Dr
City of San Rafael
Southbound Spot Speeds
11:00-13:00
10/18/2023
Project #: 23-080249-015
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 19 3
20 3
21 7
22 6
23 5
24 7
25 8
26 4
27 5
28 8
29 7
30 3
31 2
32 3
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 72 17 - 32 25 mph 29 mph 20 - 29 60 83% 5% / 4 12% / 8

SPEED PARAMETERS
Du Bois St Bet. Rice Dr & Andersen Dr
City of San Rafael
Northbound & Southbound Spot Speeds
11:00-13:00
10/18/2023
Project #: 23-080249-015
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 2
18 2
19 2
20 7
21 10
22 9
23 11
24 10
25 13
26 9
27 8
28 5
29 3
30 3
31 3
32 2
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 16 - 32 24 mph 28 mph 20 - 29 85 85% 7% / 7 8% / 8

SPEED PARAMETERS
5th Ave Bet. Irwin St & Grand Ave
City of San Rafael
Eastbound Spot Speeds
09:30-10:50
9/26/2023
Project #: 23-080249-016
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 5
20 7
21 5
22 7
23 11
24 10
25 13
26 12
27 11
28 9
29 5
30 2
31 3
32 33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 17 - 33 25 mph 28 mph 19 - 28 90 87% 1% / 2 11% / 11

SPEED PARAMETERS
5th Ave Bet. Irwin St & Grand Ave
City of San Rafael
Westbound Spot Speeds
09:30-10:50
9/26/2023
Project #: 23-080249-016
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 3
18 3
19 7
20 14
21 15
22 16
23 22
24 20
25 26
26 21
27 19
28 14
29 8
30 5
31 6
32 2
33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 203 16 - 33 25 mph 28 mph 20 - 29 175 86% 6% / 14 7% / 14

SPEED PARAMETERS
5th Ave Bet. Irwin St & Grand Ave
City of San Rafael
Eastbound & Westbound Spot Speeds
09:30-10:50
9/26/2023
Project #: 23-080249-016
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 4
19 2
20 7
21 12
22 14
23 16
24 12
25 6
26 8
27 9
28 5
29 2
30 31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 31 23 mph 27 mph 19 - 28 91 91% 6% / 6 3% / 3

SPEED PARAMETERS
5th Ave S/O Davenport Ct
City of San Rafael
Northbound Spot Speeds
09:00-10:05
9/7/2023
Project #: 23-080249-017
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 3
22 5
23 9
24 14
25 16
26 9
27 13
28 10
29 11
30 7
31 10
32 4
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 21 - 32 26 mph 30 mph 22 - 31 104 94% 2% / 3 4% / 4

SPEED PARAMETERS
5th Ave S/O Davenport Ct
City of San Rafael
Southbound Spot Speeds
09:00-10:05
9/7/2023
Project #: 23-080249-017
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 4
19 2
20 7
21 15
22 19
23 25
24 26
25 22
26 17
27 22
28 15
29 13
30 7
31 11
32 4
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 211 17 - 32 25 mph 29 mph 20 - 29 181 86% 3% / 8 11% / 22

SPEED PARAMETERS
5th Ave S/O Davenport Ct
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-10:05
9/7/2023
Project #: 23-080249-017
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 1
16 2
17 5
18 10
19 14
20 11
21 13
22 9
23 11
24 8
25 7
26 7
27 3
28 2
29 1
30 3
31 32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 14 - 32 21 mph 26 mph 17 - 26 95 87% 3% / 4 10% / 10

SPEED PARAMETERS
4th St Bet. F St & Shaver St
City of San Rafael
Eastbound Spot Speeds
13:35-14:25
9/21/2023
Project #: 23-080249-018
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 2
14 2
15 1
16 4
17 6
18 12
19 8
20 9
21 15
22 11
23 10
24 6
25 10
26 5
27 5
28 29 1
30 2
31 32
33 34
35 36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 13 - 36 21 mph 25 mph 17 - 26 92 84% 8% / 9 9% / 9

SPEED PARAMETERS
4th St Bet. F St & Shaver St
City of San Rafael
Westbound Spot Speeds
13:35-14:25
9/21/2023
Project #: 23-080249-018
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 2
14 3
15 2
16 6
17 11
18 22
19 22
20 20
21 28
22 20
23 21
24 14
25 17
26 12
27 8
28 2
29 2
30 5
31 32 1
33 34
35 36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 219 13 - 36 21 mph 25 mph 17 - 26 187 85% 5% / 13 9% / 19

SPEED PARAMETERS
4th St Bet. F St & Shaver St
City of San Rafael
Eastbound & Westbound Spot Speeds
13:35-14:25
9/21/2023
Project #: 23-080249-018
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 1
23 5
24 4
25 3
26 5
27 6
28 5
29 4
30 4
31 5
32 10
33 8
34 8
35 11
36 12
37 7
38 7
39 4
40 5
41 2
42 2
43 2
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 122 20 - 43 33 mph 38 mph 31 - 40 77 63% 31% / 39 5% / 6

SPEED PARAMETERS
4th St Bet. Alexander Ave & Greenfield Ave
City of San Rafael
Eastbound Spot Speeds
14:00-14:49
9/21/2023
Project #: 23-080249-019
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 2
28 5
29 3
30 12
31 9
32 14
33 8
34 13
35 7
36 10
37 10
38 9
39 7
40 6
41 4
42 5
43 4
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 130 27 - 45 34 mph 40 mph 30 - 39 99 76% 7% / 10 17% / 21

SPEED PARAMETERS
4th St Bet. Alexander Ave & Greenfield Ave
City of San Rafael
Westbound Spot Speeds
14:00-14:49
9/21/2023
Project #: 23-080249-019
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 1
22 1
23 5
24 4
25 3
26 5
27 8
28 10
29 7
30 16
31 14
32 24
33 16
34 21
35 18
36 22
37 17
38 16
39 11
40 11
41 6
42 7
43 6
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 252 20 - 45 34 mph 39 mph 30 - 39 175 69% 17% / 45 13% / 32

SPEED PARAMETERS
4th St Bet. Alexander Ave & Greenfield Ave
City of San Rafael
Eastbound & Westbound Spot Speeds
14:00-14:49
9/21/2023
Project #: 23-080249-019
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 3
25 3
26 6
27 9
28 9
29 9
30 7
31 7
32 7
33 6
34 8
35 5
36 7
37 4
38 3
39 1
40 2
41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 42 31 mph 36 mph 27 - 36 74 74% 14% / 14 12% / 12

SPEED PARAMETERS
Francisco Blvd Bet Bellam Blvd & Grand Ave
City of San Rafael
Eastbound Spot Speeds
10:30-11:20
2/16/2024
Project #: 24-080039-002
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 3
23 3
24 5
25 9
26 8
27 7
28 11
29 11
30 8
31 7
32 8
33 6
34 5
35 3
36 2
37 2
38 39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 21 - 40 29 mph 33 mph 24 - 33 80 78% 6% / 7 15% / 15

SPEED PARAMETERS
Francisco Blvd Bet Bellam Blvd & Grand Ave
City of San Rafael
Westbound Spot Speeds
10:30-11:20
2/16/2024
Project #: 24-080039-002
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 4
23 4
24 8
25 12
26 14
27 16
28 20
29 20
30 15
31 14
32 15
33 12
34 13
35 8
36 9
37 6
38 3
39 3
40 3
41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 202 21 - 42 30 mph 35 mph 25 - 34 151 75% 8% / 17 17% / 34

SPEED PARAMETERS
Francisco Blvd Bet Bellam Blvd & Grand Ave
City of San Rafael
Eastbound & Westbound Spot Speeds
10:30-11:20
2/16/2024
Project #: 24-080039-002
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 2
27 2
28 2
29 5
30 5
31 6
32 7
33 8
34 6
35 8
36 10
37 8
38 8
39 6
40 5
41 2
42 2
43 2
44 2
45 1
46 1
47 2
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 26 - 48 35 mph 40 mph 30 - 39 72 71% 10% / 11 19% / 19

SPEED PARAMETERS
Francisco Blvd E Bet. Irene St & Castro Ave
City of San Rafael
Southbound Spot Speeds
12:20-13:00
10/19/2023
Project #: 23-080249-021
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 2
18 3
19 4
20 5
21 4
22 3
23 3
24 8
25 8
26 6
27 13
28 18
29 8
30 10
31 4
32 10
33 4
34 3
35 1
36 4
37 6
38 4
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 133 16 - 38 28 mph 33 mph 24 - 33 89 67% 19% / 26 14% / 18

SPEED PARAMETERS
Francisco Blvd W Bet. Irwin St & Rice Dr
City of San Rafael
Eastbound Spot Speeds
15:00-16:00
11/9/2023
Project #: 23-080249-022
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 4
21 1
22 3
23 6
24 10
25 14
26 7
27 7
28 6
29 6
30 8
31 10
32 8
33 5
34 5
35 4
36 2
37 38
39 40
41 42 2
43 2
44 1
45 46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 20 - 46 28 mph 34 mph 23 - 32 82 73% 7% / 8 20% / 22

SPEED PARAMETERS
Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp
City of San Rafael
Eastbound Spot Speeds
15:10-16:00
11/9/2023
Project #: 23-080249-023
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 5
20 3
21 2
22 4
23 3
24 4
25 10
26 10
27 8
28 8
29 13
30 10
31 5
32 4
33 3
34 5
35 5
36 2
37 3
38 39
40 1
41 42 2
43 2
44 45
46 47 1
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 19 - 48 29 mph 35 mph 25 - 34 76 66% 18% / 21 16% / 18

SPEED PARAMETERS
Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp
City of San Rafael
Westbound Spot Speeds
15:10-16:00
11/9/2023
Project #: 23-080249-023
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 5
20 7
21 3
22 7
23 9
24 14
25 24
26 17
27 15
28 14
29 19
30 18
31 15
32 12
33 8
34 10
35 9
36 4
37 3
38 39
40 1
41 42 4
43 4
44 1
45 46 1
47 1
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 227 19 - 48 28 mph 34 mph 23 - 32 157 69% 9% / 22 22% / 48

SPEED PARAMETERS
Francisco Blvd W Bet. Rice Dr & US 101 SB Off Ramp
City of San Rafael
Eastbound & Westbound Spot Speeds
15:10-16:00
11/9/2023
Project #: 23-080249-023
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 4
18 2
19 7
20 8
21 11
22 11
23 12
24 10
25 15
26 11
27 4
28 6
29 3
30 1
31 2
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 16 - 31 23 mph 26 mph 19 - 28 95 87% 7% / 8 6% / 6

SPEED PARAMETERS
Grand Ave Bet. Watt Ave & Jewell St
City of San Rafael
Northbound Spot Speeds
09:00-11:25
9/6/2023
Project #: 23-080249-024
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 2
17 3
18 3
19 5
20 8
21 9
22 9
23 9
24 14
25 22
26 20
27 4
28 4
29 3
30 2
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 117 16 - 30 24 mph 26 mph 19 - 28 104 89% 6% / 8 5% / 5

SPEED PARAMETERS
Grand Ave Bet. Watt Ave & Jewell St
City of San Rafael
Southbound Spot Speeds
09:00-11:25
9/6/2023
Project #: 23-080249-024
0 2 4 6 8 10 12 14 16 18 20 22 24
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 4
17 7
18 5
19 12
20 16
21 20
22 20
23 21
24 24
25 37
26 31
27 8
28 10
29 6
30 3
31 2
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 226 16 - 31 24 mph 26 mph 19 - 28 199 88% 7% / 16 5% / 11

SPEED PARAMETERS
Grand Ave Bet. Watt Ave & Jewell St
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-11:25
9/6/2023
Project #: 23-080249-024
0 5 10 15 20 25 30 35 40
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 2
19 4
20 6
21 7
22 8
23 9
24 11
25 8
26 7
27 6
28 6
29 4
30 4
31 2
32 1
33 3
34 3
35 2
36 37
38 1
39 1
40 2
41 1
42 43
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 44 25 mph 31 mph 19 - 28 72 72% 3% / 3 25% / 25

SPEED PARAMETERS
Hetherton St Bet. 5th Ave & Mission Ave
City of San Rafael
Southbound Spot Speeds
14:25-15:40
9/26/2023
Project #: 23-080249-025
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 2
19 3
20 4
21 6
22 6
23 7
24 10
25 12
26 12
27 12
28 9
29 7
30 4
31 1
32 2
33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 17 - 35 25 mph 29 mph 20 - 29 85 84% 6% / 7 9% / 9

SPEED PARAMETERS
Irwin St Bet. 4th St & 5th Ave
City of San Rafael
Northbound Spot Speeds
11:15-12:30
9/26/2023
Project #: 23-080249-026
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 19
20 1
21 22 8
23 5
24 9
25 5
26 3
27 11
28 13
29 9
30 5
31 4
32 9
33 3
34 5
35 2
36 5
37 2
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 37 28 mph 33 mph 23 - 32 73 73% 10% / 10 17% / 17

SPEED PARAMETERS
Kerner Blvd Bet. Bellam Blvd & Irene St
City of San Rafael
Northbound Spot Speeds
09:30-10:30
10/18/2023
Project #: 23-080249-027
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 2
14 1
15 1
16 3
17 5
18 4
19 3
20 7
21 8
22 7
23 8
24 8
25 11
26 8
27 10
28 8
29 3
30 2
31 32 1
33 34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 13 - 34 24 mph 27 mph 19 - 28 78 77% 15% / 16 7% / 7

SPEED PARAMETERS
Kerner Blvd Bet. Canal St & Marian Ct
City of San Rafael
Northbound Spot Speeds
13:00-14:45
9/21/2023
Project #: 23-080249-028
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 14 1
15 1
16 2
17 5
18 7
19 5
20 10
21 8
22 7
23 8
24 11
25 12
26 8
27 7
28 4
29 1
30 2
31 1
32 3
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 12 - 32 23 mph 27 mph 18 - 27 83 80% 9% / 10 11% / 11

SPEED PARAMETERS
Kerner Blvd Bet. Canal St & Marian Ct
City of San Rafael
Southbound Spot Speeds
13:00-14:45
9/21/2023
Project #: 23-080249-028
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 2
14 2
15 2
16 5
17 10
18 11
19 8
20 17
21 16
22 14
23 16
24 19
25 23
26 16
27 17
28 12
29 4
30 4
31 1
32 4
33 34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 205 12 - 34 23 mph 27 mph 19 - 28 158 77% 16% / 33 7% / 14

SPEED PARAMETERS
Kerner Blvd Bet. Canal St & Marian Ct
City of San Rafael
Northbound & Southbound Spot Speeds
13:00-14:45
9/21/2023
Project #: 23-080249-028
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16
17 2
18 1
19 1
20 1
21 5
22 3
23 1
24 2
25 3
26 7
27 5
28 6
29 2
30 1
31 1
32 33
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 43 14 - 34 26 mph 28 mph 20 - 29 35 81% 11% / 5 7% / 3

SPEED PARAMETERS
Las Colindas Rd E/O Las Raposas Rd
City of San Rafael
Eastbound Spot Speeds
13:00-16:00
9/6/2023
Project #: 23-080249-029
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 5
21 5
22 6
23 6
24 5
25 2
26 1
27 2
28 1
29 30 1
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 35 18 - 30 23 mph 25 mph 18 - 27 33 94% 0% / 0 6% / 2

SPEED PARAMETERS
Las Colindas Rd E/O Las Raposas Rd
City of San Rafael
Westbound Spot Speeds
13:00-16:00
9/6/2023
Project #: 23-080249-029
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16
17 2
18 2
19 1
20 6
21 10
22 9
23 7
24 7
25 5
26 8
27 7
28 7
29 2
30 2
31 1
32 33
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 78 14 - 34 24 mph 28 mph 20 - 29 68 87% 7% / 6 6% / 4

SPEED PARAMETERS
Las Colindas Rd E/O Las Raposas Rd
City of San Rafael
Eastbound & Westbound Spot Speeds
13:00-16:00
9/6/2023
Project #: 23-080249-029
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16
17 2
18 2
19 1
20 1
21 5
22 3
23 1
24 2
25 3
26 7
27 5
28 6
29 2
30 1
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 43 14 - 31 26 mph 28 mph 20 - 29 35 81% 13% / 6 5% / 2

SPEED PARAMETERS
Las Ovejas Ave N/O Del Ganado Rd
City of San Rafael
Northbound Spot Speeds
11:00-14:00
9/6/2023
Project #: 23-080249-030
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16 5
17 5
18 6
19 6
20 5
21 2
22 23 2
24 1
25 26 1
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 34 14 - 26 18 mph 21 mph 15 - 24 33 97% 2% / 1 0% / 0

SPEED PARAMETERS
Las Ovejas Ave N/O Del Ganado Rd
City of San Rafael
Southbound Spot Speeds
11:00-14:00
9/6/2023
Project #: 23-080249-030
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 2
15 16 5
17 7
18 8
19 7
20 6
21 7
22 3
23 3
24 3
25 3
26 8
27 5
28 6
29 2
30 1
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 77 14 - 31 21 mph 27 mph 17 - 26 55 71% 9% / 7 20% / 15

SPEED PARAMETERS
Las Ovejas Ave N/O Del Ganado Rd
City of San Rafael
Northbound & Southbound Spot Speeds
11:00-14:00
9/6/2023
Project #: 23-080249-030
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 2
18 9
19 9
20 11
21 13
22 15
23 15
24 11
25 10
26 8
27 5
28 3
29 3
30 3
31 2
32 1
33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 122 16 - 33 23 mph 26 mph 18 - 27 106 87% 2% / 3 11% / 13

SPEED PARAMETERS
Lincoln Ave Bet. Maple St & Pacheco St
City of San Rafael
Northbound Spot Speeds
15:15-15:40
9/21/2023
Project #: 23-080249-031
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 1
17 2
18 3
19 5
20 2
21 5
22 10
23 8
24 15
25 15
26 16
27 12
28 6
29 9
30 4
31 4
32 3
33 1
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 123 15 - 34 25 mph 29 mph 21 - 30 100 81% 11% / 14 8% / 9

SPEED PARAMETERS
Lincoln Ave Bet. Maple St & Pacheco St
City of San Rafael
Southbound Spot Speeds
15:15-15:40
9/21/2023
Project #: 23-080249-031
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 2
17 4
18 12
19 14
20 13
21 18
22 25
23 23
24 26
25 25
26 24
27 17
28 9
29 12
30 7
31 6
32 4
33 2
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 245 15 - 34 24 mph 28 mph 18 - 27 197 80% 2% / 7 17% / 41

SPEED PARAMETERS
Lincoln Ave Bet. Maple St & Pacheco St
City of San Rafael
Northbound & Southbound Spot Speeds
15:15-15:40
9/21/2023
Project #: 23-080249-031
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 4
17 5
18 7
19 9
20 11
21 9
22 8
23 12
24 10
25 11
26 5
27 4
28 5
29 4
30 4
31 2
32 33 1
34 35
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 16 - 36 23 mph 28 mph 17 - 26 87 78% 3% / 4 19% / 21

SPEED PARAMETERS
Lindaro St S/O Jordan St
City of San Rafael
Northbound Spot Speeds
11:45-12:45
11/9/2023
Project #: 23-080249-032
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 3
17 4
18 8
19 6
20 11
21 8
22 6
23 11
24 10
25 13
26 7
27 6
28 3
29 5
30 4
31 2
32 2
33 2
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 16 - 33 23 mph 28 mph 18 - 27 86 77% 6% / 7 17% / 18

SPEED PARAMETERS
Lindaro St S/O Jordan St
City of San Rafael
Southbound Spot Speeds
11:45-12:45
11/9/2023
Project #: 23-080249-032
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 7
17 9
18 15
19 15
20 22
21 17
22 14
23 23
24 20
25 24
26 12
27 10
28 8
29 9
30 8
31 4
32 2
33 3
34 35
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 223 16 - 36 23 mph 28 mph 18 - 27 172 77% 7% / 16 16% / 35

SPEED PARAMETERS
Lindaro St S/O Jordan St
City of San Rafael
Northbound & Southbound Spot Speeds
11:45-12:45
11/9/2023
Project #: 23-080249-032
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 7
20 3
21 6
22 8
23 4
24 6
25 7
26 13
27 11
28 14
29 7
30 6
31 6
32 5
33 3
34 2
35 2
36 4
37 38
39 40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 119 18 - 40 27 mph 32 mph 21 - 30 82 69% 10% / 13 21% / 24

SPEED PARAMETERS
Los Gamos Dr S/O Lucas Valley Rd
City of San Rafael
Northbound Spot Speeds
09:00-11:25
8/31/2023
Project #: 23-080249-033
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 3
20 3
21 4
22 5
23 5
24 7
25 11
26 10
27 8
28 7
29 8
30 7
31 4
32 3
33 4
34 5
35 3
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 18 - 36 26 mph 32 mph 21 - 30 72 71% 8% / 9 20% / 20

SPEED PARAMETERS
Los Gamos Dr S/O Lucas Valley Rd
City of San Rafael
Southbound Spot Speeds
09:00-11:25
8/31/2023
Project #: 23-080249-033
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 6
19 10
20 6
21 10
22 13
23 9
24 13
25 18
26 23
27 19
28 21
29 15
30 13
31 10
32 8
33 7
34 7
35 5
36 5
37 38
39 40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 220 18 - 40 27 mph 32 mph 21 - 30 154 70% 10% / 22 20% / 44

SPEED PARAMETERS
Los Gamos Dr S/O Lucas Valley Rd
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-11:25
8/31/2023
Project #: 23-080249-033
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 1
25 26
27 2
28 29 3
30 4
31 5
32 4
33 7
34 11
35 13
36 12
37 12
38 8
39 8
40 9
41 5
42 4
43 2
44 1
45 46 2
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 116 22 - 48 36 mph 40 mph 31 - 40 89 77% 10% / 12 13% / 15

SPEED PARAMETERS
Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael
Eastbound Spot Speeds
12:00-15:00
8/31/2023
Project #: 23-080249-034
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 1
25 1
26 1
27 28 1
29 4
30 6
31 5
32 5
33 6
34 8
35 10
36 11
37 10
38 11
39 10
40 8
41 6
42 5
43 4
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 116 22 - 45 36 mph 40 mph 32 - 41 85 73% 18% / 21 9% / 10

SPEED PARAMETERS
Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael
Westbound Spot Speeds
12:00-15:00
8/31/2023
Project #: 23-080249-034
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 2
24 2
25 1
26 1
27 2
28 1
29 7
30 10
31 10
32 9
33 13
34 19
35 23
36 23
37 22
38 19
39 18
40 17
41 11
42 9
43 6
44 1
45 1
46 2
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 232 22 - 48 36 mph 40 mph 32 - 41 174 75% 16% / 38 9% / 20

SPEED PARAMETERS
Manuel T Freitas Pkwy Bet. Las Pavadas Ave & Las Gallinas Ave City of San Rafael
Eastbound & Westbound Spot Speeds
12:00-15:00
8/31/2023
Project #: 23-080249-034
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 3
18 3
19 6
20 8
21 8
22 8
23 14
24 11
25 11
26 8
27 7
28 5
29 4
30 2
31 1
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 17 - 32 23 mph 27 mph 19 - 28 86 86% 6% / 6 8% / 8

SPEED PARAMETERS
Mission Ave Bet. Grand Ave & Mary St
City of San Rafael
Eastbound Spot Speeds
12:50-14:00
9/26/2023
Project #: 23-080249-035
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 3
17 5
18 6
19 8
20 10
21 12
22 11
23 10
24 10
25 8
26 6
27 3
28 2
29 2
30 1
31 1
32 33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 15 - 35 22 mph 26 mph 17 - 26 86 85% 3% / 4 11% / 11

SPEED PARAMETERS
Mission Ave Bet. Grand Ave & Mary St
City of San Rafael
Westbound Spot Speeds
12:50-14:00
9/26/2023
Project #: 23-080249-035
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 3
17 8
18 9
19 14
20 18
21 20
22 19
23 24
24 21
25 19
26 14
27 10
28 7
29 6
30 3
31 2
32 1
33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 201 15 - 35 23 mph 27 mph 18 - 27 168 84% 5% / 12 11% / 21

SPEED PARAMETERS
Mission Ave Bet. Grand Ave & Mary St
City of San Rafael
Eastbound & Westbound Spot Speeds
12:50-14:00
9/26/2023
Project #: 23-080249-035
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 10
20 4
21 8
22 6
23 10
24 17
25 10
26 12
27 14
28 4
29 2
30 5
31 32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 17 - 32 24 mph 27 mph 19 - 28 95 90% 1% / 2 8% / 8

SPEED PARAMETERS
Mission Ave W/O C St
City of San Rafael
Eastbound Spot Speeds
14:15-15:00
11/9/2023
Project #: 23-080249-036
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 3
17 5
18 10
19 5
20 10
21 13
22 4
23 9
24 6
25 13
26 8
27 4
28 7
29 4
30 2
31 4
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 16 - 31 23 mph 28 mph 17 - 26 83 78% 2% / 3 20% / 21

SPEED PARAMETERS
Mission Ave W/O C St
City of San Rafael
Westbound Spot Speeds
14:15-15:00
11/9/2023
Project #: 23-080249-036
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 3
17 6
18 11
19 15
20 14
21 21
22 10
23 19
24 23
25 23
26 20
27 18
28 11
29 6
30 7
31 4
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 212 16 - 32 24 mph 27 mph 18 - 27 174 82% 4% / 9 14% / 29

SPEED PARAMETERS
Mission Ave W/O C St
City of San Rafael
Eastbound & Westbound Spot Speeds
14:15-15:00
11/9/2023
Project #: 23-080249-036
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 2
20 3
21 5
22 5
23 10
24 7
25 6
26 6
27 6
28 4
29 5
30 3
31 1
32 33
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 67 18 - 34 24 mph 28 mph 20 - 29 57 85% 7% / 5 8% / 5

SPEED PARAMETERS
Montecillo Rd E/O Las Ovejas Ave
City of San Rafael
Eastbound Spot Speeds
12:00-15:00
9/20/2023
Project #: 23-080249-037
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16 1
17 1
18 19 3
20 5
21 5
22 7
23 6
24 7
25 6
26 10
27 9
28 6
29 7
30 6
31 1
32 33
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 82 14 - 34 25 mph 29 mph 21 - 30 69 84% 13% / 11 3% / 2

SPEED PARAMETERS
Montecillo Rd E/O Las Ovejas Ave
City of San Rafael
Westbound Spot Speeds
12:00-15:00
9/20/2023
Project #: 23-080249-037
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 16 1
17 1
18 3
19 5
20 8
21 10
22 12
23 16
24 14
25 12
26 16
27 15
28 10
29 12
30 9
31 2
32 33
34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 149 14 - 34 25 mph 29 mph 21 - 30 126 85% 12% / 19 3% / 4

SPEED PARAMETERS
Montecillo Rd E/O Las Ovejas Ave
City of San Rafael
Eastbound & Westbound Spot Speeds
12:00-15:00
9/20/2023
Project #: 23-080249-037
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 19 3
20 2
21 3
22 7
23 4
24 5
25 15
26 10
27 11
28 15
29 18
30 11
31 8
32 6
33 3
34 1
35 36 1
37 38
39 40
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 126 17 - 43 28 mph 31 mph 22 - 31 104 83% 7% / 9 11% / 13

SPEED PARAMETERS
Mountain View Ave N/O Grand Ave
City of San Rafael
Northbound Spot Speeds
14:00-16:00
8/31/2023
Project #: 23-080249-038
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 14
15 1
16 17 1
18 2
19 2
20 6
21 3
22 3
23 7
24 8
25 18
26 17
27 15
28 12
29 8
30 7
31 6
32 2
33 2
34 2
35 36
37 38
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 12 - 39 26 mph 30 mph 22 - 31 101 81% 12% / 16 6% / 7

SPEED PARAMETERS
Mountain View Ave N/O Grand Ave
City of San Rafael
Southbound Spot Speeds
14:00-16:00
8/31/2023
Project #: 23-080249-038
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12 1
13 14
15 1
16 17 2
18 2
19 5
20 8
21 6
22 10
23 11
24 13
25 33
26 27
27 26
28 27
29 26
30 18
31 14
32 8
33 5
34 3
35 36 1
37 38
39 1
40 41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 250 12 - 43 27 mph 30 mph 22 - 31 205 82% 10% / 25 8% / 20

SPEED PARAMETERS
Mountain View Ave N/O Grand Ave
City of San Rafael
Northbound & Southbound Spot Speeds
14:00-16:00
8/31/2023
Project #: 23-080249-038
0 5 10 15 20 25 30 35
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 18 2
19 20
21 22 1
23 3
24 3
25 1
26 5
27 9
28 7
29 10
30 11
31 8
32 10
33 12
34 10
35 8
36 7
37 10
38 8
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 16 - 39 32 mph 36 mph 29 - 38 94 74% 25% / 32 1% / 1

SPEED PARAMETERS
N San Pedro Rd E/O Merrydale Rd
City of San Rafael
Eastbound Spot Speeds
13:20-15:30
8/29/2023
Project #: 23-080249-039
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 19 1
20 1
21 3
22 2
23 5
24 4
25 6
26 3
27 4
28 5
29 10
30 8
31 10
32 8
33 10
34 10
35 9
36 7
37 1
38 1
39 2
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 17 - 40 31 mph 35 mph 27 - 36 81 70% 23% / 27 7% / 7

SPEED PARAMETERS
N San Pedro Rd E/O Merrydale Rd
City of San Rafael
Westbound Spot Speeds
13:20-15:30
8/29/2023
Project #: 23-080249-039
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16 1
17 2
18 2
19 1
20 1
21 3
22 3
23 8
24 7
25 7
26 8
27 13
28 12
29 20
30 19
31 18
32 18
33 22
34 20
35 17
36 14
37 11
38 9
39 3
40 3
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 242 16 - 40 31 mph 36 mph 27 - 36 173 71% 17% / 43 11% / 26

SPEED PARAMETERS
N San Pedro Rd E/O Merrydale Rd
City of San Rafael
Eastbound & Westbound Spot Speeds
13:20-15:30
8/29/2023
Project #: 23-080249-039
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 2
15 16
17 1
18 1
19 5
20 4
21 3
22 6
23 15
24 9
25 13
26 14
27 12
28 11
29 5
30 6
31 3
32 5
33 5
34 2
35 2
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 14 - 35 26 mph 30 mph 21 - 30 94 76% 10% / 13 14% / 17

SPEED PARAMETERS
Northgate Dr S/O Las Gallinas Ave
City of San Rafael
Northbound Spot Speeds
13:00-15:15
8/29/2023
Project #: 23-080249-040
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 2
15 1
16 1
17 18 1
19 7
20 5
21 3
22 3
23 10
24 6
25 7
26 11
27 11
28 12
29 8
30 9
31 11
32 12
33 8
34 7
35 5
36 37 2
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 142 14 - 37 28 mph 33 mph 23 - 32 97 68% 16% / 23 16% / 22

SPEED PARAMETERS
Northgate Dr S/O Las Gallinas Ave
City of San Rafael
Southbound Spot Speeds
13:00-15:15
8/29/2023
Project #: 23-080249-040
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 4
15 1
16 1
17 1
18 2
19 12
20 9
21 6
22 9
23 25
24 15
25 20
26 25
27 23
28 23
29 13
30 15
31 14
32 17
33 13
34 9
35 7
36 37 2
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 266 14 - 37 27 mph 32 mph 23 - 32 190 71% 16% / 45 12% / 31

SPEED PARAMETERS
Northgate Dr S/O Las Gallinas Ave
City of San Rafael
Northbound & Southbound Spot Speeds
13:00-15:15
8/29/2023
Project #: 23-080249-040
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 2
19 20
21 22 2
23 3
24 2
25 8
26 9
27 8
28 10
29 9
30 16
31 18
32 11
33 12
34 10
35 7
36 5
37 6
38 2
39 3
40 1
41 2
42 1
43 2
44 1
45 46
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 151 18 - 47 31 mph 36 mph 25 - 34 111 74% 5% / 9 21% / 31

SPEED PARAMETERS
Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael
Northbound Spot Speeds
09:30-10:27
9/7/2023
Project #: 23-080249-042
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 3
19 20
21 3
22 2
23 5
24 1
25 5
26 7
27 8
28 9
29 12
30 11
31 12
32 16
33 19
34 10
35 10
36 6
37 10
38 4
39 7
40 3
41 3
42 1
43 2
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 172 17 - 45 32 mph 37 mph 28 - 37 115 67% 20% / 36 13% / 21

SPEED PARAMETERS
Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael
Southbound Spot Speeds
09:30-10:27
9/7/2023
Project #: 23-080249-042
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 5
19 20
21 3
22 4
23 8
24 3
25 13
26 16
27 16
28 19
29 21
30 27
31 30
32 27
33 31
34 20
35 17
36 11
37 16
38 6
39 10
40 4
41 5
42 2
43 4
44 1
45 1
46 47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 323 17 - 47 31 mph 37 mph 26 - 35 224 69% 11% / 38 19% / 61

SPEED PARAMETERS
Redwood Hwy Bet. Professional Center Pkwy & Mitchell Blvd City of San Rafael
Northbound & Southbound Spot Speeds
09:30-10:27
9/7/2023
Project #: 23-080249-042
0 5 10 15 20 25 30 35
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 5
19 4
20 8
21 8
22 7
23 7
24 7
25 6
26 11
27 13
28 15
29 11
30 8
31 3
32 5
33 3
34 1
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 124 17 - 35 26 mph 30 mph 20 - 29 93 75% 8% / 10 17% / 21

SPEED PARAMETERS
Redwood Hwy S/O Professional Center Pkwy
City of San Rafael
Northbound Spot Speeds
14:00-15:00
9/7/2023
Project #: 23-080249-043
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 6
19 8
20 9
21 8
22 9
23 7
24 8
25 11
26 9
27 7
28 3
29 4
30 5
31 6
32 3
33 2
34 3
35 1
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 17 - 36 24 mph 30 mph 18 - 27 82 74% 0% / 1 26% / 28

SPEED PARAMETERS
Redwood Hwy S/O Professional Center Pkwy
City of San Rafael
Southbound Spot Speeds
14:00-15:00
9/7/2023
Project #: 23-080249-043
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 2
18 11
19 12
20 17
21 16
22 16
23 14
24 15
25 17
26 20
27 20
28 18
29 15
30 13
31 9
32 8
33 5
34 4
35 2
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 235 17 - 36 25 mph 30 mph 20 - 29 168 71% 10% / 25 18% / 42

SPEED PARAMETERS
Redwood Hwy S/O Professional Center Pkwy
City of San Rafael
Northbound & Southbound Spot Speeds
14:00-15:00
9/7/2023
Project #: 23-080249-043
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 1
17 4
18 2
19 1
20 1
21 2
22 2
23 5
24 3
25 7
26 4
27 6
28 5
29 3
30 5
31 3
32 3
33 4
34 1
35 2
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 66 15 - 36 26 mph 32 mph 23 - 32 44 67% 21% / 14 13% / 8

SPEED PARAMETERS
Riviera Dr Bet. San Marino Dr & Chapel Cove Dr
City of San Rafael
Northbound Spot Speeds
09:00-11:00
9/20/2023
Project #: 23-080249-044
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 1
14 15 1
16 3
17 2
18 3
19 7
20 4
21 3
22 8
23 4
24 5
25 8
26 5
27 6
28 6
29 4
30 5
31 2
32 2
33 34 1
35 36
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 81 13 - 38 24 mph 29 mph 19 - 28 56 69% 12% / 10 19% / 15

SPEED PARAMETERS
Riviera Dr Bet. San Marino Dr & Chapel Cove Dr
City of San Rafael
Southbound Spot Speeds
09:00-11:00
9/20/2023
Project #: 23-080249-044
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 1
14 15 2
16 4
17 6
18 5
19 8
20 5
21 5
22 10
23 9
24 8
25 15
26 9
27 12
28 11
29 7
30 10
31 5
32 5
33 4
34 2
35 2
36 1
37 38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 147 13 - 38 25 mph 30 mph 21 - 30 96 65% 21% / 31 14% / 20

SPEED PARAMETERS
Riviera Dr Bet. San Marino Dr & Chapel Cove Dr
City of San Rafael
Northbound & Southbound Spot Speeds
09:00-11:00
9/20/2023
Project #: 23-080249-044
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 1
21 2
22 5
23 4
24 6
25 6
26 7
27 11
28 8
29 10
30 10
31 7
32 6
33 5
34 3
35 2
36 1
37 1
38 39 1
40 1
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 43 28 mph 33 mph 24 - 33 76 76% 13% / 13 11% / 11

SPEED PARAMETERS
2nd St Bet. G St & Ida St
City of San Rafael
Eastbound Spot Speeds
09:00-09:35
11/7/2023
Project #: 23-080249-045
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 3
23 3
24 5
25 4
26 5
27 7
28 9
29 11
30 10
31 12
32 8
33 5
34 3
35 4
36 2
37 3
38 1
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 20 - 40 29 mph 33 mph 24 - 33 76 76% 9% / 9 15% / 15

SPEED PARAMETERS
2nd St Bet. G St & Ida St
City of San Rafael
Westbound Spot Speeds
09:00-09:35
11/7/2023
Project #: 23-080249-045
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 2
21 4
22 8
23 7
24 11
25 10
26 12
27 18
28 17
29 21
30 20
31 19
32 14
33 10
34 6
35 6
36 3
37 4
38 1
39 2
40 2
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 200 19 - 43 29 mph 33 mph 24 - 33 152 76% 11% / 22 13% / 26

SPEED PARAMETERS
2nd St Bet. G St & Ida St
City of San Rafael
Eastbound & Westbound Spot Speeds
09:00-09:35
11/7/2023
Project #: 23-080249-045
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 3
25 3
26 2
27 4
28 10
29 11
30 12
31 13
32 18
33 14
34 15
35 10
36 6
37 6
38 6
39 40 1
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 137 22 - 41 32 mph 35 mph 28 - 37 115 84% 10% / 14 6% / 8

SPEED PARAMETERS
Smith Ranch Rd E/O Deer Valley Rd
City of San Rafael
Eastbound Spot Speeds
13:00-14:40
9/7/2023
Project #: 23-080249-046
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 3
23 6
24 2
25 2
26 10
27 9
28 18
29 9
30 15
31 11
32 13
33 16
34 6
35 7
36 5
37 1
38 1
39 40 1
41 2
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 137 22 - 41 30 mph 34 mph 26 - 35 114 83% 9% / 13 8% / 10

SPEED PARAMETERS
Smith Ranch Rd E/O Deer Valley Rd
City of San Rafael
Westbound Spot Speeds
13:00-14:40
9/7/2023
Project #: 23-080249-046
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 4
23 7
24 5
25 5
26 12
27 13
28 28
29 20
30 27
31 24
32 31
33 30
34 21
35 17
36 11
37 7
38 7
39 40 2
41 3
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 274 22 - 41 31 mph 35 mph 26 - 35 223 81% 7% / 21 11% / 30

SPEED PARAMETERS
Smith Ranch Rd E/O Deer Valley Rd
City of San Rafael
Eastbound & Westbound Spot Speeds
13:00-14:40
9/7/2023
Project #: 23-080249-046
0 5 10 15 20 25 30 35
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 10
19 5
20 3
21 15
22 12
23 12
24 13
25 15
26 14
27 10
28 3
29 4
30 2
31 2
32 4
33 34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 126 18 - 34 24 mph 27 mph 18 - 27 109 87% 0% / 0 14% / 17

SPEED PARAMETERS
Woodland Ave W/O Warner Ct
City of San Rafael
Eastbound Spot Speeds
13:00-14:00
11/9/2023
Project #: 23-080249-047
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 2
16 17
18 2
19 2
20 4
21 14
22 15
23 15
24 14
25 6
26 8
27 4
28 4
29 4
30 4
31 3
32 33 4
34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 15 - 34 23 mph 29 mph 20 - 29 88 82% 5% / 6 13% / 13

SPEED PARAMETERS
Woodland Ave W/O Warner Ct
City of San Rafael
Westbound Spot Speeds
13:00-14:00
11/9/2023
Project #: 23-080249-047
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 2
16 17
18 12
19 7
20 7
21 29
22 27
23 27
24 27
25 21
26 22
27 14
28 7
29 8
30 6
31 5
32 4
33 4
34 4
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 233 15 - 34 24 mph 28 mph 18 - 27 193 83% 0% / 2 17% / 38

SPEED PARAMETERS
Woodland Ave W/O Warner Ct
City of San Rafael
Eastbound & Westbound Spot Speeds
13:00-14:00
11/9/2023
Project #: 23-080249-047
0 5 10 15 20 25 30 35
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 4
23 3
24 7
25 11
26 12
27 13
28 12
29 10
30 10
31 8
32 7
33 5
34 2
35 2
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 108 21 - 36 28 mph 32 mph 24 - 33 95 88% 7% / 8 5% / 5

SPEED PARAMETERS
Woodland Ave Bet Du Bois St & Auburn St
City of San Rafael
Eastbound Spot Speeds
11:30-12:20
2/16/2024
Project #: 24-080039-004
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 3
22 3
23 6
24 4
25 8
26 11
27 14
28 11
29 9
30 11
31 8
32 7
33 4
34 2
35 1
36 2
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 20 - 36 28 mph 32 mph 23 - 32 89 85% 6% / 7 9% / 9

SPEED PARAMETERS
Woodland Ave Bet Du Bois St & Auburn St
City of San Rafael
Westbound Spot Speeds
11:30-12:20
2/16/2024
Project #: 24-080039-004
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 4
22 7
23 9
24 11
25 19
26 23
27 27
28 23
29 19
30 21
31 16
32 14
33 9
34 4
35 3
36 3
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 213 20 - 36 28 mph 32 mph 23 - 32 182 85% 5% / 12 9% / 19

SPEED PARAMETERS
Woodland Ave Bet Du Bois St & Auburn St
City of San Rafael
Eastbound & Westbound Spot Speeds
11:30-12:20
2/16/2024
Project #: 24-080039-004
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles

Street: From: To:

Posted Limit: 25
Width: 45 feet
Lanes: 3
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 101
Segment Length: 0.90 miles 85th Percentile Speed: 32 mph Collisions: 45 crashes Mean (50th Percentile) Speed: 29 mph Evaluation Period: 2 years Pace: 23 to 33 mph
Collision Rate: 2.87 c/mvm (collisions per million vehicle miles) Percent in Pace: 86.1% Statewide Average Rate: 1.61 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
23,900
Though the critical speed of 32 mph indicates that the speed limit should be set at 30 mph, given the high collision rate on this segment a 5-mph reduction to 25 mph is appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
2nd Street Hayes Street Grand Avenue
Street Conditions
Undivided
None
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
06-Nov-23 2:55 PM
Monday 3:55 PM

PHOTO PHOTO
2nd Street Hayes Street Grand Avenue
0 2
4 6
8 10
12 14
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 40
Width: 78 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 253
Segment Length: 0.65 miles 85th Percentile Speed: 41 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 35 mph Evaluation Period: 2 years Pace: 30 to 40 mph
Collision Rate: 0.62 c/mvm (collisions per million vehicle miles) Percent in Pace: 67.6% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
6,800
Given the below-average crash rate and 41-mph critical speed, retention of the existing 40-mph speed limit appears reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Divided
Both Sides
Bike lane both sides
Both Sides
Mixed
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Point San Pedro Road Main Drive Riviera Drive
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
29-Aug-23 9:00 AM
Tuesday 11:30 AM
Point San Pedro Road Main Drive Riviera Drive

PHOTO PHOTO
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 40
Width: 39-47 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 220
Segment Length: 1 miles 85th Percentile Speed: 47 mph
Collisions: 3 crashes Mean (50th Percentile) Speed: 41 mph Evaluation Period: 2 years Pace: 37 to 47 mph
Collision Rate: 1.17 c/mvm (collisions per million vehicle miles) Percent in Pace: 74.5% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
3,500
With a critical speed of 47 mph and pace of 37 to 47 mph, retention of the existing 40 mph speed limit is recommended due to the availability of parking but no sidewalks on both sides and the above-average crash rate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Divided
Discontinuous
Bike lane both sides
One Side
Mixed
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Point San Pedro Road Riviera Drive Biscayne Drive
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
31-Aug-23 9:00 AM
Thursday 10:49 AM
Point San Pedro Road Riviera Drive Biscayne Drive

PHOTO PHOTO
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 40
Width: 78 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 200
Segment Length: 0.26 miles 85th Percentile Speed: 45 mph Collisions: 4 crashes Mean (50th Percentile) Speed: 41 mph Evaluation Period: 2 years Pace: 35 to 45 mph
Collision Rate: 1.23 c/mvm (collisions per million vehicle miles) Percent in Pace: 77.5% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
17,100
With a critical speed of 45 mph the speed limit would normally be set at 45 mph. However, as this is the upper end of the pace of 35-45 mph and the crash rate exceeds the statewide average rate, retention of the existing 40 mph speed limit is recommended.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 40 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 40 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Divided
None
Bike lane both sides
Both Sides
Residential
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Point San Pedro Road Porto Bello Drive Marina Boulevard Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
19-Oct-23 2:20 PM
Thursday 3:05 PM
Point San Pedro Road Porto Bello Drive Marina Boulevard

PHOTO PHOTO
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 40
Width: 78-79 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 245
Segment Length: 0.75 miles 85th Percentile Speed: 40 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 37 mph Evaluation Period: 2 years Pace: 31 to 41 mph
Collision Rate: 0.28 c/mvm (collisions per million vehicle miles) Percent in Pace: 83.7% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
13,200
Based on the critical speed of 40 mph and pace of 31 to 41 mph, a speed lmit of 35 mph appears most reasonable to remain in the pace rather than being at its upper limit.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Divided
None
Bike lane both sides
Both Sides
Mixed
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Point San Pedro Rd Bay Way Bayview Drive
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
29-Aug-23 9:35 AM
Tuesday 11:44 AM
Point San Pedro Rd Bay Way Bayview Drive

PHOTO PHOTO
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 75-76 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 200
Segment Length: 0.27 miles 85th Percentile Speed: 38 mph Collisions: 5 crashes Mean (50th Percentile) Speed: 33 mph Evaluation Period: 2 years Pace: 28 to 38 mph
Collision Rate: 1.34 c/mvm (collisions per million vehicle miles) Percent in Pace: 79.0% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
18,900
Though the critical speed of 38 mph would indicate a speed limit of 40 mph, this would lie outside the pace.

Retention of the existing 35-mph speed limit is therefore recommended to remain within the pace and because the crash rate exceeds the statewide average.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sectioins 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Divided
Both Sides
Bike route both sides
Both Sides
Mixed
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Third Street Embarcadero Way Union Street
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
19-Oct-23 1:20 PM
Thursday 2:10 PM
Third Street Embarcadero Way Union Street

PHOTO PHOTO
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 60 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 263
Segment Length: 0.80 miles 85th Percentile Speed: 35 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 31 mph Evaluation Period: 2 years Pace: 25 to 35 mph
Collision Rate: 0.54 c/mvm (collisions per million vehicle miles) Percent in Pace: 76.8% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Street: From: To: Sanitary Treatment Plant
Date
Observations and Evaluation
6,300
With a critical speed of 35 mph and below-average collision rate, the existing 35-mph speed limit appears to be appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Andersen Drive Bellam Boulevard
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Andersen Drive Bellam Boulevard Sanitary Treatment Plant Street Conditions
2-way LT lane
Both Sides
Bike lane both sides
Both Sides
Commercial
Urban
Flat
Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 10:00 AM
Thursday 10:34 AM

PHOTO PHOTO
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 98 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 248
Segment Length: 0.24 miles 85th Percentile Speed: 36 mph Collisions: 4 crashes Mean (50th Percentile) Speed: 31 mph Evaluation Period: 2 years Pace: 26 to 36 mph
Collision Rate: 1.11 c/mvm (collisions per million vehicle miles) Percent in Pace: 77.8% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
20,900
Given the 36 mph critical speed and above-average crash rate, reduction of the speed limit by 5 mph to 30 mph appears appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Andersen Drive Francisco Boulevard W Bellam Boulevard
Street Conditions
Divided
None
Bike lane both sides
One Side
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 11:20 AM
Thursday 12:04 PM

PHOTO PHOTO
Andersen Drive Francisco Boulevard W Bellam Boulevard
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 42 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 200
Segment Length: 1.00 miles 85th Percentile Speed: 38 mph Collisions: 10 crashes Mean (50th Percentile) Speed: 33 mph Evaluation Period: 2 years Pace: 27 to 37 mph
Collision Rate: 1.85 c/mvm (collisions per million vehicle miles) Percent in Pace: 73.5% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
7,400
While the 38-mph critical speed suggests increasing the speed limit to 40 mph, it is recommended that the 35- mph limit be retained to keep the speed limit within the 10-mph pace and due to the above-average crash rate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Andersen Drive Lindaro Street Francisco Boulevard W
Street Conditions
Undivided
None
Bike lane both sides
One Side
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
19-Oct-23 11:25 AM
Thursday 12:05 PM

PHOTO PHOTO
Andersen Drive Lindaro Street Francisco Boulevard W
0 5
10 15
20 25
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 224
Segment Length: 0.228 miles 85th Percentile Speed: 31 mph Collisions: 8 crashes Mean (50th Percentile) Speed: 26 mph Evaluation Period: 2 years Pace: 21 to 31 mph
Collision Rate: 15.02 c/mvm (collisions per million vehicle miles) Percent in Pace: 71.0% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Street: From: To: 2nd Street
Date
Observations and Evaluation
3,200
The collision rate for this segment substantially exceeds the statewide average. Based on that and the 31-mph critical speed, retention of the existing 25-mph speed limit appears most appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
B Street Woodland Avenue
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
B Street Woodland Avenue 2nd Street
Street Conditions
Undivided
Both Sides
None
Both Sides
Mixed
Urban
Flat
Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 10:15 AM
Thursday 11:25 AM

PHOTO PHOTO
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 33 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 49
Segment Length: 0.32 miles 85th Percentile Speed: 24 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 18 mph Evaluation Period: 2 years Pace: 13 to 23 mph
Collision Rate: 0.00 c/mvm (collisions per million vehicle miles) Percent in Pace: 79.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
200
With a critical speed of 24 mph, the existing 25-mph speed limit should be retained.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Balboa Avenue Point San Pedro Road Lochinvar Road
Street Conditions
Undivided
Discontinuous
None
Discontinuous
Residential
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 1:00 PM
Thursday 4:00 PM

PHOTO PHOTO
Balboa Avenue Point San Pedro Road Lochinvar Road
0 1
2 3
4 5
6 7
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 65 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 212
Segment Length: 0.47 miles 85th Percentile Speed: 30 mph Collisions: 1 crash Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 20 to 30 mph
Collision Rate: 0.55 c/mvm (collisions per million vehicle miles) Percent in Pace: 79.7% Statewide Average Rate: 0.66 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
5,300
The critical speed is 30 mph and the collision rate below average, so to remain well within the pace it appears most appropriate to reduce the speed limit to 25 mph.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Undivided
None
Bike lane both sides
One Side
Commercial
Urban
Hilly
City of San Rafael
Engineering and Traffic Survey
Civic Center Drive Avenue of the Flags Manuel T. Freitas Pkwy Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
30-Aug-23 1:20 PM
Wednesday 3:00 PM
Civic Center Drive Avenue of the Flags Manuel T. Freitas Pkwy

PHOTO PHOTO
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 42 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 235
Segment Length: 0.50 miles 85th Percentile Speed: 31 mph Collisions: 15 crashes Mean (50th Percentile) Speed: 27 mph Evaluation Period: 2 years Pace: 22 to 32 mph
Collision Rate: 4.47 c/mvm (collisions per million vehicle miles) Percent in Pace: 76.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
9,200
Based on the critical speed of 31 mph and high crash rate, a 5-mph reduction in the speed appears reasonable, resulting in a recommendation to reduce the speed limit to 25 mph.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
D Street 2nd Street Antonette Avenue
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 9:00 AM
Thursday 9:35 AM

PHOTO PHOTO
D Street 2nd Street Antonette Avenue
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 72
Segment Length: 0.43 miles 85th Percentile Speed: 29 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 19 to 29 mph
Collision Rate: 2.01 c/mvm (collisions per million vehicle miles) Percent in Pace: 80.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
3,200
Based on the critical speed of 29 mph and above-average crash rate, the speed limit should be reduced to 25 mph to be within the 19-29 mph pace.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
DuBois Street Irwin Street Woodland Avenue
Street Conditions
Undivided
Both Sides
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
18-Oct-23 11:00 AM
Wednesday 1:00 PM

PHOTO PHOTO
DuBois Street Irwin Street Woodland Avenue
0 2
4 6
8 10
12 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 34 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 203
Segment Length: 1.1 miles 85th Percentile Speed: 28 mph Collisions: 17 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 19 to 29 mph
Collision Rate: 6.62 c/mvm (collisions per million vehicle miles) Percent in Pace: 86.2% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Street: From: To: H Street
Date
Observations and Evaluation
3,200
Due to the excessively high collision rate on this segment, the existing 25-mph speed limit should be retained despite the 28-mph critical speed.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
5th Avenue Grand Avenue
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
5th Avenue Grand Avenue H Street
Street Conditions
Undivided
Both Sides
None
Both Sides
Mixed
Urban
Flat
Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
26-Sep-23 9:30 AM
Tuesday 10:50 AM

PHOTO PHOTO
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 39 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 211
Segment Length: 1.20 miles 85th Percentile Speed: 29 mph Collisions: 4 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 20 to 30 mph
Collision Rate: 0.93 c/mvm (collisions per million vehicle miles) Percent in Pace: 85.8% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
4,900
While the 29-mph critical speed indicates a 30-mph speed limit, given the presence of a school and associated potential for school-aged pedestrians during all hours of the day and not just when school is in session, retention of the existing 25-mph speed limit is appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
5th Avenue H Street terminus
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 9:00 AM
Thursday 10:05 AM

PHOTO PHOTO
5th Avenue H Street terminus
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 50 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 219
Segment Length: 0.80 miles 85th Percentile Speed: 25 mph Collisions: 24 crashes Mean (50th Percentile) Speed: 21 mph Evaluation Period: 2 years Pace: 16 to 26 mph
Collision Rate: 4.67 c/mvm (collisions per million vehicle miles) Percent in Pace: 85.4% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
8,800
Based on the 25-mph critical speed and above-average collision rate, the speed limit should be reduced by 5 mph to 20 mph.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
4th Street H Street Lincoln Avenue
Street Conditions
Undivided
Both Sides
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 1:35 PM
Thursday 2:25 PM

PHOTO PHOTO
4th Street H Street Lincoln Avenue
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 101 feet
Lanes: 5
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 252
Segment Length: 0.50 miles 85th Percentile Speed: 39 mph Collisions: 11 crashes Mean (50th Percentile) Speed: 34 mph Evaluation Period: 2 years Pace: 29 to 39 mph
Collision Rate: 0.79 c/mvm (collisions per million vehicle miles) Percent in Pace: 69.4% Statewide Average Rate: 0.75 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
38,100
Based on the critical speed of 39 mph and pace of 29 to 39 mph as well as a crash rate that sllghtly exceeds the statewide average, retention of the existing 35 mph speed limit appears most reasonable to maintain a speed limit near the middle of the pace.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
4th Street Ross Valley Drive Marquard Avenue
Street Conditions
Divided
One Side
None
One Side
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 2:00 PM
Thursday 2:49 PM

PHOTO PHOTO
4th Street Ross Valley Drive Marquard Avenue
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 37 feet
Lanes: 3
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 202
Segment Length: 1.00 miles 85th Percentile Speed: 35 mph Collisions: 33 crashes Mean (50th Percentile) Speed: 30 mph Evaluation Period: 2 years Pace: 24 to 34 mph
Collision Rate: 2.57 c/mvm (collisions per million vehicle miles) Percent in Pace: 74.8% Statewide Average Rate: 1.61 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:
30 mph
Recommended
Observations and Evaluation
17,600
Based on the 35-mph critical speed and above-average crash rate, retention of the existing 30-mph speed limit appears most appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above.

Speed Limit
November 19, 2024
City of San Rafael
Engineering and Traffic Survey
Francisco Boulevard E Bellam Boulevard Grand Avenue
Street Conditions
Undivided
None
None
One Side
Commercial
Urban
Flat
Date Dalene J. Whitlock, CE, TE, PTOE
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
Francisco Boulevard E Bellam Boulevard Grand Avenue

PHOTO PHOTO
19-Oct-23 10:30 AM
Thursday 11:20 AM
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 37 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 102
Segment Length: 0.36 miles 85th Percentile Speed: 40 mph Collisions: 17 crashes Mean (50th Percentile) Speed: 35 mph Evaluation Period: 2 years Pace: 30 to 40 mph
Collision Rate: 7.44 c/mvm (collisions per million vehicle miles) Percent in Pace: 70.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Dalene J. Whitlock, CE, TE, PTOE
Observations and Evaluation
8,700
With a critical speed of 40 mph and above-average collision rate, as well as to keep the speed limit within the pace, retention of the existing 35-mph speed limit appears most reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Date
Street Conditions
Undivided
Some Restrict
None
None
Commercial
Urban
Flat
City of San Rafael
Engineering and Traffic Survey
Fransisco Boulevard East Bellam Boulevard Irene Street
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
19-Oct-23 12:20 PM
Thursday 1:00 PM
Fransisco Boulevard East Bellam Boulevard Irene Street

PHOTO PHOTO
0 2
4 6
8 10
12 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 26 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 133
Segment Length: 0.33 miles 85th Percentile Speed: 33 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 28 mph Evaluation Period: 2 years Pace: 23 to 33 mph
Collision Rate: 0 c/mvm (collisions per million vehicle miles) Percent in Pace: 66.9% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
1,200
With a critical speed of 33 mph and to keep the speed limit withinthe 23-33 mph pace, retention of the existing 30- mph speed limit appears most reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Francisco Boulevard W Rice Drive 2nd Street
Street Conditions
Undivided
None
Bike route both sides
One Side
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 3:00 PM
Thursday 4:00 PM

PHOTO PHOTO
Francisco Boulevard W Rice Drive 2nd Street
0 2
4 6
8 10
12 14
16 18
20 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 34 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 227
Segment Length: 0.8 miles 85th Percentile Speed: 34 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 28 mph Evaluation Period: 2 years Pace: 22 to 32 mph
Collision Rate: 1.10 c/mvm (collisions per million vehicle miles) Percent in Pace: 69.2% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
3,100
The 34-mph critical speed indicates a speed limit of 35 mph. However, as this would fall outside the pace of 22 to 32 mph, reduction of the existing 35-mph speed limit to 30 mph appears more appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Francisco Boulevard W SB US-101 Ramps Rice Drive
Street Conditions
Undivided
None
Bike lane both sides
One Side
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 3:10 PM
Thursday 4:00 PM

PHOTO PHOTO
Francisco Boulevard W SB US-101 Ramps Rice Drive
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 226
Segment Length: 0.60 miles 85th Percentile Speed: 26 mph Collisions: 3 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 18 to 28 mph
Collision Rate: 1.43 c/mvm (collisions per million vehicle miles) Percent in Pace: 88.1% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
4,800
With a critical speed of 26 mph, it is reasonable to retain the existing 25 mph speed limit.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Grand Avenue Mission Avenue Mountain View Avenue
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
06-Sep-23 9:00 AM
Wednesday 11:25 AM

PHOTO PHOTO
Grand Avenue Mission Avenue Mountain View Avenue
0 5
10 15
20 25
30 35
40 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 47 feet
Lanes: 3
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 100
Segment Length: 0.24 miles 85th Percentile Speed: 31 mph Collisions: 17 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 19 to 29 mph
Collision Rate: 7.86 c/mvm (collisions per million vehicle miles) Percent in Pace: 72.0% Statewide Average Rate: 1.61 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
12,400
Given the high collision rate, a 5-mph reduction from the speed limit nearest the 31-mph critical speed is warranted, resulting in retention of the existing 25-mph speed limit.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Hetherton Street Mission Avenue 2nd Street
Street Conditions
Undivided
None
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
26-Sep-23 2:25 PM
Tuesday 3:40 PM

PHOTO PHOTO
Hetherton Street Mission Avenue 2nd Street
0 2
4 6
8 10
12 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 3
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 101
Segment Length: 0.24 miles 85th Percentile Speed: 29 mph Collisions: 20 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 20 to 30 mph
Collision Rate: 7.04 c/mvm (collisions per million vehicle miles) Percent in Pace: 84.2% Statewide Average Rate: 1.61 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
16,500
Though the critical speed of 29 mph indicates a potential 30-mph speed limit, given the high collision rate, retention of the existing 25-mph speed limit appears most appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Irwin Street 2nd Street Mission Avenue
Street Conditions
Undivided
Some Restrict
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
26-Sep-23 11:15 AM
Tuesday 12:30 PM

PHOTO PHOTO
Irwin Street 2nd Street Mission Avenue
0 2
4 6
8 10
12 14
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 56 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 100
Segment Length: 0.34 miles 85th Percentile Speed: 33 mph Collisions: 5 crashes Mean (50th Percentile) Speed: 28 mph Evaluation Period: 2 years Pace: 22 to 32 mph
Collision Rate: 2.93 c/mvm (collisions per million vehicle miles) Percent in Pace: 73.0% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

City of San Rafael
Engineering and Traffic Survey
Kerner Boulevard Irene Street Bellam Boulevard
Observations and Evaluation
6,900
Based on the 33-mph critical speed, a speed limit of 35 mph could be applied; however, given the above-average collision rate, retention of the existing 30-mph speed limit appears more reasonable and would keep the speed limit within the pace.

Conclusions and Recommendations
Urban
Flat
Street Conditions
Undivided
Both Sides
None
Both Sides
Office
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Date Dalene J. Whitlock, CE, TE, PTOE
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
Kerner Boulevard Irene Street Bellam Boulevard

PHOTO PHOTO
18-Oct-23 9:30 AM
Wednesday 10:30 AM
0 2
4 6
8 10
12 14
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 54 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 205
Segment Length: 0.50 miles 85th Percentile Speed: 27 mph Collisions: 18 crashes Mean (50th Percentile) Speed: 23 mph Evaluation Period: 2 years Pace: 18 to 28 mph
Collision Rate: 15.41 c/mvm (collisions per million vehicle miles) Percent in Pace: 77.1% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
3,200
Given the 27-mph critical speed, the appropriate speed limit is 25 mph, though due to the high collision rate a 5- mph reduction would be appropriate if a 20-mph speed limit were allowed.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Kerner Boulevard Bellam Boulevard Canal Street
Street Conditions
Divided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 1:00 PM
Thursday 2:45 PM

PHOTO PHOTO
Kerner Boulevard Bellam Boulevard Canal Street
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 45 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 78
Segment Length: 0.80 miles 85th Percentile Speed: 28 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 19 to 29 mph
Collision Rate: 0 c/mvm (collisions per million vehicle miles) Percent in Pace: 87.2% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
1,300
With an 85th-percentile speed of 28 mph, the speed limit would typically be set at 30 mph; however, this falls outside the pace of 19 to 29 mph so retention of the existing 25 mph speed limit is more appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Las Colindas Road Las Ovejas Drive Las Pavadas Avenue
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
06-Sep-23 1:00 PM
Wednesday 4:00 PM

PHOTO PHOTO
Las Colindas Road Las Ovejas Drive Las Pavadas Avenue
0 2
4 6
8 10
12 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 77
Segment Length: 0.27 miles 85th Percentile Speed: 27 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 21 mph Evaluation Period: 2 years Pace: 16 to 26 mph
Collision Rate: 0 c/mvm (collisions per million vehicle miles) Percent in Pace: 71.4% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
700
With a 27-mph critical speed, the existing 25-mph speed limit appears reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Las Ovejas Drive Montecillo Road Las Colindas Road
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
06-Sep-23 11:00 AM
Wednesday 2:00 PM

PHOTO PHOTO
Las Ovejas Drive Montecillo Road Las Colindas Road
0 1
2 3
4 5
6 7
8 9
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 245
Segment Length: 1.00 miles 85th Percentile Speed: 28 mph Collisions: 27 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 17 to 27 mph
Collision Rate: 2.64 c/mvm (collisions per million vehicle miles) Percent in Pace: 80.4% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
14,000
With a critical speed of 28 mph and above-average crash rate, retention of the existing 25-mph speed limit for this segment is reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Lincoln Avenue Linden Lane Irwin Street
Street Conditions
Undivided
Some Restrict
None
Both Sides
Mixed
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
21-Sep-23 3:15 PM
Thursday 3:40 PM

PHOTO PHOTO
Lincoln Avenue Linden Lane Irwin Street
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 44 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 223
Segment Length: 0.34 miles 85th Percentile Speed: 28 mph Collisions: 6 crashes Mean (50th Percentile) Speed: 23 mph Evaluation Period: 2 years Pace: 17 to 27 mph
Collision Rate: 6.06 c/mvm (collisions per million vehicle miles) Percent in Pace: 77.1% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
4,000
To remain within the 17-27 mph pace, and due to the high collision rate, the 25-mph speed limit should be retained despite the 28-mph critical speed.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Lindaro Street Woodland Avenue 2nd Street
Street Conditions
Undivided
Both Sides
None
Both Sides
Office
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 11:45 AM
Thursday 12:45 PM

PHOTO PHOTO
Lindaro Street Woodland Avenue 2nd Street
0 5
10 15
20 25
30 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 220
Segment Length: 0.58 miles 85th Percentile Speed: 32 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 27 mph Evaluation Period: 2 years Pace: 21 to 31 mph
Collision Rate: 0 c/mvm (collisions per million vehicle miles) Percent in Pace: 70.0% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
2,700
With a critical speed of 32 mph and pace of 21 to 31 mph, retention of the existing 30-mph speed limit appears most reasonable.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Los Gamos Drive Lucas Valley Road End
Street Conditions
Undivided
Both Sides
None
Both Sides
Office
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
31-Aug-23 9:00 AM
Thursday 11:25 AM

PHOTO PHOTO
Los Gamos Drive Lucas Valley Road End
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 103 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 232
Segment Length: 1.40 miles 85th Percentile Speed: 40 mph Collisions: 19 crashes Mean (50th Percentile) Speed: 36 mph Evaluation Period: 2 years Pace: 32 to 42 mph
Collision Rate: 1.45 c/mvm (collisions per million vehicle miles) Percent in Pace: 75.0% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
12,800
Although the critical speed of 40 mph would indicate a speed limit of 40 mph, given the lack of bicycle facilities and long crossing distances for pedestrians together with the above-average crash rate, retention of the existing 35 mph speed limit appears most appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 35 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 35 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Manuel T Freitas Parkway Montecillo Road Redwood Highway Street Conditions
Divided
None
Discontinuous
Both Sides
Mixed
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
31-Aug-23 12:00 PM
Thursday 3:00 PM

PHOTO PHOTO
Manuel T Freitas Parkway Montecillo Road Redwood Highway 0 5
10 15
20 25
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 38 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 201
Segment Length: 0.90 miles 85th Percentile Speed: 27 mph Collisions: 25 crashes Mean (50th Percentile) Speed: 23 mph Evaluation Period: 2 years Pace: 17 to 27 mph
Collision Rate: 5.60 c/mvm (collisions per million vehicle miles) Percent in Pace: 83.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
6,800
Based on the 27-mph critical speed and high collision rate, reduction of the existing 25-mph speed limit to 20 mph appears most appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Mission Avenue Embarcadero Way Lincoln Avenue
Street Conditions
Undivided
Discontinuous
None
Both Sides
Mixed
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
26-Sep-23 12:50 PM
Tuesday 2:00 PM

PHOTO PHOTO
Mission Avenue Embarcadero Way Lincoln Avenue
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 26 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 212
Segment Length: 0.80 miles 85th Percentile Speed: 27 mph Collisions: 15 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 18 to 28 mph
Collision Rate: 3.29 c/mvm (collisions per million vehicle miles) Percent in Pace: 82.1% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
7,800
The recommended speed limit for this segment is 20 mph, a 5-mph reduction from the current speed limit, based on the 27-mph critical speed and above-average crash rate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 20 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 20 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Mission Avenue Lincoln Avenue H Street
Street Conditions
Undivided
None
None
Both Sides
Mixed
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 2:15 PM
Thursday 3:00 PM

PHOTO PHOTO
Mission Avenue Lincoln Avenue H Street
0 5
10 15
20 25
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 149
Segment Length: 1.60 miles 85th Percentile Speed: 29 mph Collisions: 1 crash Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 20 to 30 mph
Collision Rate: 1.43 c/mvm (collisions per million vehicle miles) Percent in Pace: 84.6% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
600
With a critical speed of 29 mph, the speed limit could be set at 30 mph. However, as this falls at the upper limit of the pace and the crash rate exceeds the statewide average, retention of the existing 25-mph speed limit is more appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Montecillo Road Nova Albion Way Las Ovejas Avenue
Street Conditions
Undivided
Both Sides
None
Discontinuous
Residential
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
20-Sep-23 12:00 PM
Wednesday 3:00 PM

PHOTO PHOTO
Montecillo Road Nova Albion Way Las Ovejas Avenue
0 2
4 6
8 10
12 14
16 18
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 29 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 250
Segment Length: 0.90 miles 85th Percentile Speed: 30 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 27 mph Evaluation Period: 2 years Pace: 21 to 31 mph
Collision Rate: 0.00 c/mvm (collisions per million vehicle miles) Percent in Pace: 82.0% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
2,100
Due to the lack of sidewalks for pedestrian access, the existing 25-mph speed limit should be retained despite the 30-mph critical speed and no collisions.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Mountain View Avenue Grand Avenue East End
Street Conditions
Undivided
Discontinuous
None
Discontinuous
Residential
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
31-Aug-23 2:00 PM
Thursday 4:00 PM

PHOTO PHOTO
Mountain View Avenue Grand Avenue East End
0 5
10 15
20 25
30 35
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 56 feet
Lanes: 3
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 242
Segment Length: 0.60 miles 85th Percentile Speed: 36 mph Collisions: 7 crashes Mean (50th Percentile) Speed: 31 mph Evaluation Period: 2 years Pace: 26 to 36 mph
Collision Rate: 0.95 c/mvm (collisions per million vehicle miles) Percent in Pace: 71.5% Statewide Average Rate: 1.61 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
16,900
With a critical speed of 36 mph and pace of 26 to 36 mph, retention of the existing 30 mph speed limit appears most reasonable to remain near the middle of the pace rather than at its upper end.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
North San Pedro Road Los Ranchitos Road Golf Avenue
Street Conditions
Undivided
None
None
Both Sides
Mixed
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
29-Aug-23 1:20 PM
Tuesday 3:30 PM

PHOTO PHOTO
North San Pedro Road Los Ranchitos Road Golf Avenue
0 5
10 15
20 25
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 56 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 266
Segment Length: 0.6 miles 85th Percentile Speed: 32 mph Collisions: 4 crashes Mean (50th Percentile) Speed: 27 mph Evaluation Period: 2 years Pace: 22 to 32 mph
Collision Rate: 2.47 c/mvm (collisions per million vehicle miles) Percent in Pace: 71.4% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
3,700
Given the above-average crash rate, retention of the existing 25 mph speed lmit is recommended despite the 32- mph critical speed.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Northgate Drive Las Gallinas Avenue Los Ranchitos Road
Street Conditions
Divided
Discontinuous
Bike lane both sides
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
29-Aug-23 1:00 PM
Tuesday 3:15 PM

PHOTO PHOTO
Northgate Drive Las Gallinas Avenue Los Ranchitos Road
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 35 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 323
Segment Length: 0.80 miles 85th Percentile Speed: 37 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 31 mph Evaluation Period: 2 years Pace: 25 to 35 mph
Collision Rate: 0.65 c/mvm (collisions per million vehicle miles) Percent in Pace: 69.3% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
5,300
With a critical speed of 37 mph an pace of 25 to 35 mph, the 30-mph speed limit on this segment should be retained to remain within the pace rather than at its upper lmit.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Redwood Hwy Smith Ranch Road 4222 Redwood Hwy
Street Conditions
Undivided
One Side
None
One Side
Office
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 9:30 AM
Thursday 10:27 AM

PHOTO PHOTO
Redwood Hwy Smith Ranch Road 4222 Redwood Hwy
0 5
10 15
20 25
30 35
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 31 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 235
Segment Length: 0.40 miles 85th Percentile Speed: 30 mph Collisions: 2 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 19 to 29 mph
Collision Rate: 0.74 c/mvm (collisions per million vehicle miles) Percent in Pace: 71.5% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
9,200
Though the critical speed was measured at 30 mph, with a pace of 19 to 29 mph reduction of the speed limit to 25 mph appears most reasonable to remain within the pace.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Redwood Hwy 4222 Redwood Hwy Manuel T Freitas Pkwy
Street Conditions
Undivided
Discontinuous
Discontinuous
One Side
Office
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 2:00 PM
Thursday 3:00 PM

PHOTO PHOTO
Redwood Hwy 4222 Redwood Hwy Manuel T Freitas Pkwy
0 5
10 15
20 25
Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 147
Segment Length: 1.00 miles 85th Percentile Speed: 30 mph Collisions: 0 crashes Mean (50th Percentile) Speed: 25 mph Evaluation Period: 2 years Pace: 21 to 31 mph
Collision Rate: 0 c/mvm (collisions per million vehicle miles) Percent in Pace: 65.3% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
1,100
The existing speed limit of 25 mph should be retained despite the 30-mph critical speed to remain well-within the pace of 21-30 mph.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Riviera Drive Point San Pedro Road Biscayne Drive
Street Conditions
Undivided
Both Sides
None
Both Sides
Residential
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
20-Sep-23 9:00 AM
Wednesday 11:00 AM

PHOTO PHOTO
Riviera Drive Point San Pedro Road Biscayne Drive
0 2
4 6
8 10
12 14
16 Speed
Speed Profile
Northbound Southbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 75 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 200
Segment Length: 0.34 miles 85th Percentile Speed: 33 mph Collisions: 7 crashes Mean (50th Percentile) Speed: 29 mph Evaluation Period: 2 years Pace: 23 to 33 mph
Collision Rate: 1.00 c/mvm (collisions per million vehicle miles) Percent in Pace: 76.0% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Street: From: To:

City of San Rafael
Engineering and Traffic Survey
2nd Street Marquard Avenue Hayes Street
Observations and Evaluation
28,400
Based on the 33-mph critical speed as well as the 23-33 mph pace and above-average crash rate, a 5-mph reduction in the speed limit from 35 mph to 30 mph appears appropriate.

Conclusions and Recommendations
Urban
Flat
Street Conditions
Divided
Discontinuous
None
Both Sides
Mixed
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
2nd Street Marquard Avenue Hayes Street
Speed Limit
November 19, 2024
Date Dalene J. Whitlock, CE, TE, PTOE
Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS

PHOTO PHOTO
07-Nov-23 9:00 AM
Tuesday 9:35 AM
0 5
10 15
20 25
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 35
Width: 80 feet
Lanes: 4
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 274
Segment Length: 0.60 miles 85th Percentile Speed: 35 mph Collisions: 7 crashes Mean (50th Percentile) Speed: 31 mph Evaluation Period: 2 years Pace: 25 to 35 mph
Collision Rate: 1.66 c/mvm (collisions per million vehicle miles) Percent in Pace: 81.4% Statewide Average Rate: 0.64 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
9,600
The critical speed of 35 mph and pace of 25 to 35 mph and above-average crash rate indicate that the 35-mph speed limit should be reduced to 30 mph to remain near the center of the pace rather than at its upper limit.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Smith Ranch Road Redwood Highway East End
Street Conditions
Divided
Both Sides
None
Both Sides
Commercial
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
07-Sep-23 1:00 PM
Thursday 2:40 PM

PHOTO PHOTO
Smith Ranch Road Redwood Highway East End
0 5
10 15
20 25
30 35
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 25
Width: 36 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 233
Segment Length: 0.90 miles 85th Percentile Speed: 28 mph Collisions: 9 crashes Mean (50th Percentile) Speed: 24 mph Evaluation Period: 2 years Pace: 17 to 27 mph
Collision Rate: 3.26 c/mvm (collisions per million vehicle miles) Percent in Pace: 82.8% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
4,200
The 28-mph critical speed would suggest a speed limit of 30 mph. However, a 5-mph reduction to retain the existing 25 mph speed limit is recommended based on the collision rate, which is higher than the statewide average for similar facilities.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 25 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 25 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Woodland Avenue B Street Du Bois Street
Street Conditions
Undivided
Both Sides
Discontinuous
Some Restrict
Mixed
Urban
Hilly
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
09-Nov-23 1:00 PM
Thursday 2:00 PM

PHOTO PHOTO
Woodland Avenue B Street Du Bois Street
0 5
10 15
20 25
30 35
Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile
Street: From: To:

Posted Limit: 30
Width: 40 feet
Lanes: 2
Configuration:

Parking:

Bike Facility:

Sidewalks:

Land Use:

Character:

Terrain:

Volume (ADT): vpd Vehicles Sampled: 213
Segment Length: 0.60 miles 85th Percentile Speed: 32 mph Collisions: 1 crash Mean (50th Percentile) Speed: 28 mph Evaluation Period: 2 years Pace: 23 to 33 mph
Collision Rate: 0.41 c/mvm (collisions per million vehicle miles) Percent in Pace: 85.4% Statewide Average Rate: 1.07 c/mvm
(Additional details provided on the next sheet.)
Conditions Not Readily Apparent to the Driver:

Date
Observations and Evaluation
5,600
With a 32-mph critical speed and a collision rate lower than the statewide average for similar facilities, retention of the existing 30-mph speed limit is appropriate.

Conclusions and Recommendations
On the basis of an engineering and traffic investigation, as reported above, and in accordance with the provisions of Sections 627, 22357, 22358 and 40802 of the California Vehicle Code , a speed limit of 30 mph is hereby determined to be reasonable and appropriate for the street segment identified above. 30 mph
Recommended
Speed Limit
November 19, 2024
Dalene J. Whitlock, CE, TE, PTOE
City of San Rafael
Engineering and Traffic Survey
Woodland Avenue Du Bois Street Auburn Street
Street Conditions
Undivided
Both Sides
None
Discontinuous
Mixed
Urban
Flat
Street: From: To:

Date Data Collected: Start Time: Weather: Clear
Day of the Week: End Time: Recorder: NDS
16-Feb-24 11:30 AM
Monday 12:20 PM

PHOTO PHOTO
Woodland Avenue Du Bois Street Auburn Street
0 5
10 15
20 25
30 Speed
Speed Profile
Eastbound Westbound Total

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
Speed
Cumulative Speed Profile

DOWNTOWN

SAN RAFAEL
Tamalpais
Grand
Lincoln Ave
Mission Ave
5th Ave
D St
E St
Shaver
F St
G St
H St
C St
B St
A St
4th St
3rd St
2nd St
20 25
30 City of San Rafael AB 43 Strategy
Downtown Speed Limits
Prepared for City of San Rafael
January 2025
City of San Rafael AB 43 Strategy and Downtown Speed Limits January 2025 │ iii
Contents
Overview ................................................................................................................................................. 1 Statutory Speed Limits ........................................................................................................................... 3 Speed Limits Established by E&TS ......................................................................................................... 4 Speed Survey Operational Procedures ................................................................................................... 7 Roadway Characteristics ........................................................................................................................ 8 Data Analysis .......................................................................................................................................... 8 Collision Review ...................................................................................................................................... 8 Downtown San Rafael AB 43 Results .................................................................................................... 9 References .......................................................................................................................................... 11

TABLES
Table 1: List of Roadway Segments and Recommended Speed Limits ...................................................2 Table 2 Additional Speed Limit Reduction on Local Agency Roadways ...................................................6 Table 3 Summary Table of Speed Limit Recommendations.................................................................. 10

APPENDICES
Appendix: Engineering and Traffic Survey Forms
1 Overview
This report presents the results of an evaluation of speed limits in downtown San Rafael reflecting California Assembly Bill No. 43 (AB 43) and results of Engineering and Traffic Surveys (E&TS). AB 43 provides jurisdictions with more flexibility when establishing speed limits in order to account for the presence of vulnerable roadway users and for the purpose of improving roadway safety outcomes.

AB 43, effective in 2022, amends the California Vehicle Code (CVC) and revises the process by which an E&TS is prepared. An E&TS is an engineering study used for setting roadway speed limits based on prevailing speeds (or 85th percentile speed) and a review of roadway traffic conditions and history.

AB 43 allows for reduction of speed limits after considering safety, land uses, and concentration levels of people walking and riding bicycles, especially from vulnerable groups such as children, seniors, persons with disabilities, and individuals experiencing homelessness. AB 43 also allows lowered speed limits on sections of roadways in a “business activity district,” such as neighborhood downtowns.

The 2024 Marin County Local Road Safety Plan indicates that many streets in downtown San Rafael experience elevated collision rates, and that reducing vehicle speeds could improve safety outcomes of vulnerable road user groups. Slower vehicle speeds offer drivers more reaction time and reduce the required distance to stop a traveling vehicle and can not only make the street safer for people inside and outside a vehicle, but they also facilitate a calmer and more enjoyable street environment overall. As such, the City of San Rafael has undertaken work to evaluate speed limits in the downtown area, where most of the city’s vehicle collisions resulting in injury or fatality occur, and where the most roadways that meet the CVC definition of “business activity district” are located.

This report evaluates speed limits in downtown San Rafael in the context of AB 43. In doing so, roadways that meet the definition of “business activity district” were identified, and recent E&TS results were analyzed for appropriate speed limit reductions. The resulting speed limit recommendations are shown below in Table 1.
2 January 2025 │
Table 1: List of Roadway Segments and Recommended Speed Limits Roadway Between
Recommended Speed
Limit (mph)
Mission Avenue H Street Hetherton Street 20
Fifth Avenue H Street Hetherton Street 20
Fourth Street Marquard Avenue Hetherton Street 20
Third Street Hayes Street Hetherton Street 25
Second Street Hayes Street Hetherton Street 25
Second Street Marquard Avenue Hayes Street 30
H Street Mission Avenue Fourth Street 20
G Street Mission Avenue Second Street 20
F Street Fifth Avenue Latham Street 20
Shaver Street Fourth Street Second Street 20
E Street Mission Avenue Second Street 20
D Street Fifth Avenue Second Street 20
C Street Mission Avenue Second Street 20
B Street Mission Avenue Second Street 20
A Street Fifth Avenue Second Street 20
Lootens Place Fifth Avenue Third Street 20
Cijos Street Fourth Street Third Street 20
Lincoln Avenue Mission Avenue Second Street 20
Tamalpais Avenue Mission Avenue Second Street 20
Source: Parametrix, 2025
3 Statutory Speed Limits
There are three primary classifications of statutory speed limits in California, including absolute speed limits, prima facie speed limits, and intermediate speed limits. An absolute speed limit indicates the speed above which it is unlawful to drive regardless of roadway conditions or other factors. All California roadways are subject to an absolute speed limit of 55 miles per hour (mph) on two-lane undivided roadways and 65 mph on all other roadways, as outlined in the CVC §22349. A prima facie speed limit is a presumed speed limit appropriate for certain roadway contexts.

Residential and business districts have a prima facie speed limit of 25 mph. Intermediate speed limits between absolute and prima facie speed limits can be established on the basis of an E&TS in accordance with the CVC §22357 and §22358.

Along roadways that lack a posted speed limit, the roadway is subject to a statutory “prima facie” speed limit as established in the CVC §22352. The prima facie speed limit sets one of two speed limits covering six classes of location:

1. 15 mph – uncontrolled railway crossings; blind, uncontrolled intersections; and alleyways.

2. 25 mph – business district or residence district without other posted speed limits; school zones; and areas immediately around senior centers.

The following conditions outlined in the CVC §235 define a business district as the portion of a roadway:
• Upon one side of which, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or • Upon both sides of which, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied.

The following conditions listed in the CVC §515 define a residence district as the portion of a roadway:
• Upon one side of which, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or
• Upon both sides of which, 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.

Business and residence districts may be longer than the distances specified in the above definitions if the ratio of businesses or residential dwellings to the length of the roadway exists. CVC §240 includes additional requirements to be applied in determining whether a roadway is within a business or residence district.

Additionally, the CVC §22358.4(b) includes provision for a local authority to declare a prima facie speed limit of 20 or 15 mph in school zones under certain circumstances. The CVC §22358.9 allows 4 January 2025 │
for establishment of a prima facie speed limit of 25 or 20 mph in a “business activity district” that meets at least three of the four following requirements:

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.

Speed Limits Established by E&TS
As outlined in the CVC §22357 and §22358, where statutory speed limits are not appropriate for roadway, traffic, or land use conditions, road authorities have the power to establish speed limits different from the statutory absolute or prima facie speed limit. Speed limits of 15, 20, 25, 30, 35, 40, 45, 50, 55, or 60 mph must be established by an E&TS and be approved by a registered Civil or Traffic Engineer. The E&TS determines the recommended speed limits along each surveyed roadway segment.

In accordance with the CVC §627, the E&TS consists of engineering measurements of the prevailing free-flow speeds along survey segments, a review of the collision history reports, and a review of existing roadside conditions including the identification of any conditions not readily apparent to the motorist. An E&TS may also consider additional factors such as residential density and 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.

Speed limits are established at or near the 85th percentile speed (also known as the critical speed), which is defined as the speed at or below which 85 percent of the traffic is moving. Statistically the 85th percentile represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent (CAMUTCD Section 2B.13).

According to the CVC §22358.6(a), an E&TS shall establish posted speed limits at the nearest 5 mph increment of the 85th percentile speed of free-flowing traffic.

As per the CVC, exceptions to the establishment of speed limits at the nearest 5 mph increment of the 85th percentile are permissible only in the following cases as described in items 1 – 4 below.

Determination must be made based on results of an E&TS and determination of reasonable or safe speed limits. Chapter 2 (“Signs”) of the CA MUTCD further establishes guidelines for setting a speed limit that provides a rational and defensible speed limit determination with the use of an E&TS. 5 1. Speed limit reduction from 85th percentile by increments of 5 mph • If the 85th percentile speed is rounded up, then it can be rounded down by 5 mph: For cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, a local authority may decide to instead round down the speed limit to the nearest 5 mph increment below the 85th percentile speed. (CVC §22358.6(c)) • If the 85th percentile speed is rounded down, an additional 5 mph reduction can be applied for conditions not readily apparent to driver: For cases in which the nearest 5 mph increment of the 85th percentile speed would require a rounding down, a local authority may lower the speed limit by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC §627, §22358.5 and the CA MUTCD and if the reasons for the lower speed limit are documented. (CVC §22358.6(b))
• An additional 5 mph reduction can be applied if street is a “Safety Corridor” or adjacent to a “high bicycle / pedestrian generator”:
1 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 below (CVC §22358.7):
o 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. (CVC §22358.7(a)(1))
▪ The CA MUTCD, Table 2B-105(CA) lists factors for consideration when identifying safety corridor roadways, including crash severity, mode, disadvantaged community status, vulnerable populations, school proximity, and crash density.
o 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. (CVC §22358.7(a)(2))
▪ The CA MUTCD, Table 2B-106(CA) lists requirements to determine if a facility generates high concentrations of bicyclists or pedestrians. Examples include certain land uses, transit factors, presence of pedestrian / bicyclist infrastructure, and demographic factors.

As per the CVC §22358.6(e), the total reduction in the speed limit pursuant to the three items listed above shall not exceed 12.4 miles per hour from the 85th percentile speed. The CA MUTCD further clarifies the options to apply speed limit reduction from the 85th percentile speed with several examples, which are replicated in Table 2:
1 As per the CVC §22358.7, a local authority may not lower a speed limit as authorized by this section until June 30, 2024
6 January 2025 │
Table 2 Additional Speed Limit Reduction on Local Agency Roadways 85th Percentile
Speed
(mph)
Rounding to nearest
5 mph increment
(CVC 22358.6(a))
If rounding to nearest
is up, may round
down
(CVC 22358.6(c))
If rounding to nearest
is down, may
additionally lower by
5 mph
(CVC 22358.6(b))
If Safety Corridor or
adjacent to high
concentration of
bicyclists &
pedestrians, may
additionally lower by
5 mph
(CVC 22358.7)*

47.5 – 50.0 50 45 No 40

45.1 – 47.4 45 No 40 35

42.5 – 45.0 45 40 No 35

40.1 – 42.4 40 No 35 30
Source: California Department of Transportation, 2023.

Note: CVC Section 22358.7 is applicable to local agency roadways and private properties subjected to the CVC; they are not applicable to the State Highway System

2. Retain existing or restore immediately prior adopted speed limit A 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 roadway 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. (CVC §22358.8) 7 Speed Survey Operational Procedures
Speed surveys were conducted on certain roadway segments that were not included in the 2024 report Engineering and Traffic Surveys for the City of San Rafael. These roadway segments include:
• Fifth Avenue between H Street and Hetherton Street
• H Street between Mission Avenue and Fourth Street
• G Street between Mission Avenue and Second Street
• F Street between Fifth Avenue and Latham Street
• E Street between Mission Avenue and Second Street
• D Street between Fifth Avenue and First Street
• C Street between Mission Avenue and Second Street
• Tamalpais Avenue between Mission Avenue and Second Street Speed surveys were conducted in compliance with regulations set forth in the California Vehicle Code (CVC) and were based on the guidelines for setting proper speed limits established by the California Department of Transportation (Caltrans) as documented in the California Manual for Setting Speed Limits (2020). The E&TS consists of engineering measurements of the prevailing freeflow speeds along survey segments, a review of the collision history reports, and of existing roadside conditions, including the identification and description of any conditions not readily apparent to the motorist.

Technical experts conducted field surveys of existing vehicle speeds along the E&TS roadway segments. The data was collected in September, October, and November 2024 on clear weather weekdays with dry pavement conditions. The surveys were done during off-peak hours to capture traffic speeds under free-flow conditions. Vehicle speeds along the E&TS segments were collected using a portable calibrated radar gun. The surveyor was strategically located to remain inconspicuous to avoid influencing driver speeds. Surveyor locations were selected so that prevailing speeds could be considered representative of the speed zone section. For each segment, the surveyor distanced themselves from nearby traffic signals and stop signs to minimize their effects on vehicular travel speeds.

The surveyor read speeds directly from the radar gun and recorded the free-flow speeds of a minimum of 100 vehicles along each roadway segment, except those segments which had exceptionally low traffic volume (such as Tamalpais Ave). The surveys captured both directions of travel along each study segment. Each direction consisted of no less than 50 vehicles. 8 January 2025 │
Roadway Characteristics
As part of the speed survey assessment, the existing conditions along the E&TS roadway segments were determined. The roadway segment lengths were measured, and observations were made on the presence of on-street parking, sidewalks, and bicycle facilities. These roadway conditions were considered during speed limit evaluations and were used to determine appropriate speed limits that would promote all roadway user safety.

Data Analysis
The sample vehicle speeds collected during the field surveys were assessed for the following statistical factors:
• Average speed – the summation of measured speeds divided by the number of observed vehicles.
• Median speed (i.e., the 50th percentile speed) – the speed above and below which 50 percent of the sample speeds lie.
• 85th percentile speed – the speed at or below which 85 percent of free-flow vehicles travel.

Also referred to as the critical speed, the 85th percentile speed is the primary factor used to determine the speed limit and may be subject to secondary factors of collision history and other conditions not apparent to drivers.
• 10 mph pace speed – the 10 mph increment of speed containing the greatest number of vehicles. The number of vehicles in the pace speed is reported as a percentage of vehicles surveyed. The pace speed aids in determining the proper speed limits. Generally, the critical speed lies within the pace speed.

Collision Review
The E&TS Survey analysis also reviewed the collision history of the roadway segments, obtained from the Statewide Integrated Traffic Records System (SWITRS). The data consisted of the most recently available five-year period of reported collision histories (January 1, 2018, to December 31, 2022). At the time of the study, 2023 data had not yet been certified in the record system.

The number of reported collisions along each roadway segment during the five-year period as well as the average daily traffic (ADT) volumes were used to calculate the rate for each roadway segment.

These calculated rates were compared to the statewide average collision rates for the same type of roadway and configuration. The purpose of the comparison was to determine if the collision history along the roadway segment deviated from the statewide average and potentially represented an unusually high collision rate. The statewide average collision rates were based on the width, configuration, and terrain of each roadway segment.
9 Downtown San Rafael AB 43 Results
Speed limits are recommended for each of the roadway segments studied based on the approach adopted with AB 43 and on policies described in the CVC and CA MUTCD. The roadway segments that were determined to meet the definition of a “business activity district” as per CVC §22358.9 and are eligible for establishment of a 20-mph prima facie speed limit without requiring an engineering and traffic survey include the following:
• Fourth Street between Marquard Avenue and Hetherton Street • Shaver Street between Fourth Street and Second Street • B Street between Mission Avenue and Second Street
• A Street between Fifth Avenue and Second Street
• Lootens Place between Fifth Avenue and Third Street
• Cijos Street between Fourth Street and Third Street
• Lincoln Avenue between Mission Avenue and Second Street E&TS results and recommended speed limits for Mission Avenue and Second Street were identified from Engineering and Traffic Surveys for the City of San Rafael. Appendix A contains E&TS results for additional roadway segments evaluated in Fall 2024 as part of this study.

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