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MODESTO CITY COUNCIL
www.modestogov.com
AGENDA
City of Modesto
CITY COUNCIL MEETING
Chambers, Basement Level
Tenth Street Place, 1010 10th Street
Modesto, California
Tuesday, June 09, 2026 at 5:30 PM
Roll Call - Councilmembers Alvarez, Bavaro, Escutia-Braaton, Ricci, Williams, Wright, Mayor Zwahlen
* Public Comment will only be in-person. Members of the public who wish to address the Council, by providing public comment, during the meeting must do so in-person in the Council Chambers.
As an alternative, members of the public may also provide written public comment submitted via email as indicated in the Submitting Comments by Email instructions on this agenda. Zoom will still be available for viewing and Wordly translation.
*Members of the public will be allowed to provide public comment through Zoom if a Councilmember is participating remotely pursuant to the provisions of California Government Code section 54953.8.3.
*If a technical issue arises with Zoom or the phone dial-in option, the Council meeting will continue unless the meeting is being held pursuant to the provisions of Senate Bill 707, California Government Code section 54953.8.3. Alternative viewing options are listed below, and the meeting is physically open to the public.
“Wordly” can translate into 25+ different languages! To access written translation during the meeting, please scan the QR Code or click this link https://attend.wordly.ai/join/RJDY-6364.
"Wordly" puede traducir a más de 25 idiomas diferentes! Para acceder a la traducción durante la reunión, por favor escanee el código QR o haga clic en el enlace https://attend.wordly.ai/join/RJDY-6364.
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You may observe a livestream of the meeting at http://media.modestogov.com. You may also view or listen to the meeting as indicated below.
THE MEETING CAN BE VIEWED BY ZOOM VIDEO
CONFERENCING OR TELEPHONE
Joining the City Council meeting via Zoom
The City of Modesto is now offering the ability to view Council meetings via telephonic conferencing via “Zoom” video conferencing computer technology. The meeting may be accessed through the use of Zoom using the following options:
• Enter the following link into an Internet Browser
https://us02web.zoom.us/j/95895497651
• Enter the following link into an Internet Browser https://zoom.us/ and using the Webinar ID: 958 9549 7651
• Passcode: 84326
To use Zoom, please visit: https://zoom.us/ and either sign-up for a free Zoom account or continue as a guest. Once you have downloaded the app onto your mobile device, joined from your web browser, or downloaded the Zoom software on your computer you will be ready for the upcoming Council meeting.
Joining the City Council meeting via Telephone
If you don’t have a smart phone or computer to access the meeting via Zoom, you can listen by phone, by calling 1-877-853-5257 (Toll Free) or 1-888-475-4499 (Toll Free) and enter the Webinar ID: 958 9549 7651 Passcode: 84326
SUBMITTING COMMENTS BY E-MAIL
Written comments may be submitted via email to: [email protected] (include Agenda Item Number in the subject line). All comments will be shared with the Councilmembers and placed in the record but will not be read aloud during the meeting. Written comments must be received two hours before the meeting.
This Agenda is on file in the City Clerk’s Office, Sixth Floor, 10th Street Place, Posting Board at entry of 10th Street Place, and is available on the City’s Web site at www.modestogov.com.
Materials related to an item on this Agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the Clerk’s office during normal business hours. Such documents are also available online, subject to staff’s ability to post the documents before the meeting, at the following website https://www.modestogov.com/council-meetings In accordance with the requirements of Title II of the Americans with Disabilities Act (“ADA”) of 1990, the Fair Employment & Housing Act (“FEHA”), the Rehabilitation Act of 1973 (as amended), Government Code section 11135 and other applicable codes, the City of Modesto (“City”) will not discriminate against individuals on the basis of disability in the City’s services, programs, or activities. For more information, please visit the City of Modesto website at https://www.modestogov.com/865/Americans-with-Disabilities-Act-ADA - 2 -
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In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the City Clerk (209) 577-5396. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.
Pledge of Allegiance to the Flag
Invocation
City Clerk’s Announcements
Declaration of Conflicts of Interest
Reports from Closed Session
ACKNOWLEDGEMENTS AND PRESENTATIONS
1. Proclamation declaring June 19, 2026 as Juneteenth. (Funding Source: Not Applicable) CITY COUNCIL; Breanna Griffin, 209-577-5421, [email protected]
PUBLIC COMMENT PERIOD
Three-minute time limit per speaker.
Only interested persons in the audience may present these matters. Under State law, Councilmembers may respond to matters being presented under this item only as follows:
a. Briefly respond to statements made or questions raised. b. Ask a question for clarification.
c. Provide a reference to staff or other resources for factual information. d. Request staff to report back at a subsequent meeting. e. Finally, a Councilmember or the Council itself may take action to direct staff to place a matter of business on a future agenda.
CONSENT ITEMS – ROLL CALL VOTE REQUIRED
Information concerning the consent items listed below has been forwarded to each Councilmember prior to this meeting for study. Unless some member of the audience or Councilmember has a question concerning an item and asks that it be withdrawn from the consent list, the Council approves the items at one time. The action taken by the Council in approving consent items is set forth in the explanation of this individual item.
CONSENT
An item may be removed from consent and discussed at the request of an audience member or Council member.
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Consent
2. Consider approving the Minutes for the June 2, 2026 Council Meeting. (Funding Source: Not Applicable)
Staff Recommendation:
• Motion approving the Minutes for the June 2, 2026 Council Meeting.
CITY CLERK; Diane Nayares-Perez, 209-577-5396, [email protected] Consent
3. Consider calling for the holding of a Municipal Election to be held on November 3, 2026, requesting the Stanislaus County Board of Supervisors to Consolidate the City of Modesto Municipal Election to be held on November 3, 2026, requesting the services of the Registrar of Voters, Elections Division of the County of Stanislaus to conduct the Election on behalf of the City of Modesto and Modesto City Schools; and adopting regulations for candidates for elective office pertaining to candidates statements submitted to the voters at an Election to be held on Tuesday, November 3, 2026 (Funding Source: General Fund, Election Fund)
Staff Recommendation:
• Resolution of the City of Modesto calling for the holding of a Municipal Election to be held on November 3, 2026, requesting from the Stanislaus County Board of Supervisors to Consolidate the City of Modesto General Municipal Election to be held on November 3, 2026, requesting the services of the Registrar of Voters, Elections Division of the County of Stanislaus to Conduct the Election on behalf of the City of Modesto and Modesto City Schools.
• Resolution adopting Regulations for Candidates for Elective Office Pertaining to Candidates Statements Submitted to the Voters at an Election to be held on Tuesday, November 3, 2026.
CITY CLERK; Diane Nayares-Perez, 209-577-5396, [email protected] Consent
4. Consider confirming the detachment of a non-contiguous City property located at Grimes Ave, Modesto, CA (APN 017-012-012), reverting the property back to unincorporated status within the County of Stanislaus and authorizing application to the Stanislaus Local Agency Formation Commission to annex the territory back to the Woodland Fire Protection District. (Funding Source: Water Fund) Staff Recommendation:
• Resolution confirming the detachment of non-contiguous City property located at Grimes Ave, Modesto, CA (APN 017-012-012), reverting the property back to unincorporated status within the County of Stanislaus and authorizing application to the Stanislaus Local Agency Formation Commission to annex the territory back to the Woodland Fire Protection District and authorizing the City Manager, or his designee, to execute any and all necessary documents required for City detachment and application for annexation to the Woodland Fire Protection District.
CITY MANAGER; Scotty Douglass, 209-571-5571, [email protected] - 4 -
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Consent
5. Consider an Ordinance amending Municipal Code Section 3-2.1401.1 of Article 14 of Chapter 2 of Title 3 to determine and designate speed limit changes. (Funding Source:
Police Department Fund – 1600)
Staff Recommendation:
• Motion introducing and waiving the first reading of an Ordinance amending Section 3-2.1401.1 of Article 14 of Chapter 2 of Title 3 of the Modesto Municipal Code relating to speed limits.
ENGINEERING SERVICES; Michael Sacuskie, 209-571-5552,
[email protected]
Consent
6. Consider approving the Plans and Specifications for the 2025 Restroom Replacement Project at Sherwood Park and Tuolumne River Regional Park (TRRP), Area B, accepting the Bid and Awarding a Construction Contract to Taylor Backhoe Services, Inc. dba TBS Contractors of Merced, CA, in the amount not to exceed $607,866. (Funding Source: Measure H and TRRP CIP Fund)
Staff Recommendation:
• Resolution approving the Plans and Specifications for the 2025 Restroom Replacement Project, accepting the Bid and Awarding a Construction Contract to Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA, in the amount of $547,910, authorizing $59,956, for contingency (if needed), for a total payment amount not to exceed $607,866, and authorizing the City Manager, or his designee, to execute the Agreement.
• Resolution amending the Fiscal Year 2025-26 Capital Improvement Program budget to fund Project #101603 (24-25 Deferred Maint - Measure H), Project #101478 (TRRP B Improvements), Project #101602 (24/25 Preventative Maintenance – Measure H), and #101605 (Def. Maint – Realloc to Meas H), in an amount not to exceed $250,059, in transfers, revenue, and to budget expenditures to fund the project, and authorizing the City Manager, or his designee, to implement the provisions of this resolution.
ENGINEERING SERVICES; Nathan Houx, 209-571-5526, [email protected] Consent
7. Consider approving the Plans and Specifications for the Park Turf Reduction, Phase 3 Project, accepting the Bid and Awarding a Construction Contract to Superb Engineering, Inc., of Banning, CA, in the amount not to exceed $1,176,130. (Funding Source: Urban Community Drought Relief Grant Program)
Staff Recommendation:
• Resolution approving the Plans and Specifications for the Park Turf Reduction, Phase 3 Project, accepting the Bid and Awarding a Construction Contract to Superb Engineering Inc., of Banning, CA, in the amount of $1,050,116, authorizing $126,014, for contingency (if needed), for a total payment amount not to exceed $1,176,130, and authorizing the City Manager, or his designee, to execute the Agreement.
ENGINEERING SERVICES; Nathan Houx, 209-571-5526, [email protected] - 5 -
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Consent
8. Consider accepting The Awesome Spot Playground, Phase 1A Project as complete, releasing securities, releasing payments totaling $812,308 to Westside Landscape & Concrete, Inc. of Newman CA, and authorizing the City Clerk to file a Notice of Completion. (Funding Source: Various Funds)
Staff Recommendation:
• Resolution accepting The Awesome Spot Playground, Phase 1A Project as complete, releasing securities, releasing payments totaling $812,308 to Westside Landscape & Concrete, Inc. of Newman CA, and authorizing the City Clerk to file a Notice of Completion.
ENGINEERING SERVICES; Peter Kambel, 209-577-5444, [email protected] Consent
9. Consider accepting Rebid Plant Structural Improvements Project as complete, releasing securities, releasing payments totaling $2,705,519 to Caliber Contracting Services Inc., of Fresno, CA, and authorizing the City Clerk to file a Notice of Completion. (Funding Source: Wastewater Fund)
Staff Recommendation:
• Resolution accepting Rebid Plant Structural Improvements Project as complete, releasing securities, releasing payments totaling $2,705,519 to Caliber Contracting Services Inc., of Fresno, CA, and authorizing the City Clerk to file a Notice of Completion.
ENGINEERING SERVICES; Peter Kambel, 209-577-5444, [email protected] Consent
10. Consider accepting the Monthly Investment Report for March 2026. (Funding Source:
Various Funds)
Staff Recommendation:
• Motion accepting the Monthly Investment Report for March 2026.
FINANCE DEPARTMENT; Calogero Maniscalco, 209-577-5219,
[email protected]
Consent
11. Consider approving an Agreement with T2, Systems, Inc., Indianapolis, IN for Parking Citation Processing and Collections for a total amount not to exceed $122,775 over five (5) years, consider the reclassifying of one (1) Parking Adjudication Program Coordinator to one (1) Account Technician II, eliminating one (1) Senior Account Clerk, reallocating one (1) Parking Enforcement Officer from the Public Works Department to the Police Department. (Funding Source: General Fund) Staff Recommendation:
• Resolution approving an Agreement with T2, Systems, Inc., Indianapolis, IN, for Parking Citation Processing and Collections for a total amount not to exceed $122,775 over five (5) years, and authorizing the City Manager, or his designee, to execute the Agreement.
• Resolution amending the Position Allocation for Fiscal Year 2026-27 as - 6 -
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adopted in the operating budget by reclassifying one (1) Parking Adjudication Program Coordinator to one (1) Account Technician II, eliminating one (1) Senior Account Clerk, reallocating one (1) Parking Enforcement Officer from the Parking Enforcement Division of the Public Works Department to the Parking Enforcement Division of the Police Department, and eliminating the Parking Enforcement Division of the Public Works Department. • Resolution amending the Fiscal Year 2026-27 Annual Operating General Fund budget in the amount of $154,025 and authorizing the City Manager, to take the necessary steps to implement the provisions of this resolution.
FINANCE DEPARTMENT; Jeni Martin, 209-571-5892, [email protected] Consent
12. Consider approving an Amended and Restated Agreement to provide fire administrative services between the City of Modesto and the City of Turlock, for a five-year term. (Funding Source: General Fund)
Staff Recommendation:
• Resolution approving an Amended and Restated Agreement to provide fire administrative services between the City of Modesto and the City of Turlock, for a five-year term, and authorizing the City Manager, or his designee, to execute the Agreement.
FIRE DEPARTMENT; Shanon Evans, 209-572-9590, [email protected] Consent
13. Consider approving an Amended and Restated Agreement to provide fire protection services between the City of Modesto and the City of Ceres for a five-year term. (Funding Source: General Fund)
Staff Recommendation:
• Resolution approving an Amended and Restated Agreement to provide fire protection services between the City of Modesto and the City of Ceres for a five-year term, and authorizing the City Manager, or his Designee, to execute the Agreement.
FIRE DEPARTMENT; Shanon Evans, 209-572-9590, [email protected] Consent
14. Consider approving the submission of grant application and accepting, if awarded, the Federal Emergency Management Agency (FEMA) Assistance to Firefighters Grant (AFG) to purchase self-contained breathing apparatus units for fire personnel for an amount up to $2,910,000 with up to $291,000 of local match requirement. (Funding Source: Fire Department Unrestricted Non-Capital Project) Staff Recommendation:
• Resolution approving the submission of grant application and accepting, if awarded, the Federal Emergency Management Agency (FEMA) Assistance to Firefighters Grant (AFG) to purchase self-contained breathing apparatus units for fire personnel for an amount up to $2,910,000 with up to $291,000 of local match requirement, and authorizing the City Manager, or his designee, to execute and submit all documents which may be necessary for the completion - 7 -
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of the grant application and acceptance.
FIRE DEPARTMENT; Shanon Evans, 209-572-9590, [email protected] Consent
15. Consider approving a First Amendment with Municipal Resource Group (MRG), LLC, Elk Grove, CA for assistance conducting Charter Officer Evaluations to increase the amount by $150,448. (Funding Source: Various Funds)
Staff Recommendation:
• Resolution approving a First Amendment with Municipal Resource Group (MRG), LLC, Elk Grove, CA for conducting Charter Officer Evaluations to increase the amount by $150,448 for a total amount not to exceed $249,648 and authorizing the City Manager or his designee to execute the Amendment.
HUMAN RESOURCES; Christina Alger, 209-571-5126, [email protected] Consent
16. Consider approving an Agreement with San Diego Police Equipment Co. Inc., San Diego, CA, for Federal Brand Ammunition for a total amount not to exceed $1,250,000 over five (5) years. (Funding Source: General Fund)
Staff Recommendation:
• Resolution approving the Sole Source Agreement with San Diego Police Equipment, Co. Inc, San Diego, CA, for Federal Brand Ammunition for a one (1) year Agreement with four (4) one-year extension options, for an estimated annual amount $250,000, and a total amount not to exceed $1,250,000 over five (5) years and authorizing the Director of Finance, or her designee to execute the Agreement.
POLICE DEPARTMENT; Jessica Nicholson, 209-572-9500,
[email protected]
Consent
17. Consider approving a Third Amendment to the Agreement with Research Triangle Institute (RTI International), Charlotte, NC, for Grant Evaluation, Research and Reporting Consultant Services, increasing the Agreement amount by $21,088 through the duration of the Agreement and extending the term of the Agreement from June 12, 2027, to June 1, 2028. (Funding Source: Police Grants)
Staff Recommendation:
• Resolution approving a Third Amendment to the Agreement with Research Triangle Institute (RTI) International, Charlotte, NC, for Grant Evaluation, Research, and Reporting Consultant Services, increasing the Agreement amount by $21,088, a new total amount not to exceed $429,927 through the term of the Agreement and extending the term of the agreement from June 12, 2027, to June 1, 2028; and authorizing the City Manager, or his designee, to execute the Amendment.
POLICE DEPARTMENT; Bob Meredith, 209-572-9500, [email protected] Consent
18. Consider approving the adoption of policy documents governing operations and hangar - 8 -
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leasing at the Modesto City-County Airport. (Funding Source: Not Applicable) Staff Recommendation:
• Resolution approving the adoption of policy documents governing operations and hangar leasing at the Modesto City-County Airport which include Airport Minimum Standards, T-Hangar Use Policy, and Airport Leasing Policy.
PUBLIC WORKS; Marisol Navarro, 209-577-5319, [email protected] Consent
19. Consider approving adjustments to various airport rates and fees for specific activities and services at the Modesto City-County Airport, effective July 1, 2026, rescinding Resolution No. 2025-206. (Funding Source: Airport Operating Revenue) Staff Recommendation:
• Resolution approving adjustments to various Airport rates and fees for specific activities and services at the Modesto City-County Airport (Airport), effective July 1, 2026, and rescinding Resolution No. 2025-206.
PUBLIC WORKS; Marisol Navarro, 209-577-5319, [email protected] Consent
20. Consider approving the Second Amendment to the Agreement with HF&H Consultants, LLC., Walnut Creek, CA., for the Solid Waste Haulers Audit and Performance Review increasing the Agreement amount by $106,936 through the duration of the Agreement. (Funding Source: Solid Waste Fund) Staff Recommendation:
• Resolution approving a Second Amendment to the Agreement with HF&H Consultants, LLC., Walnut Creek, CA., for the Solid Waste Haulers Audit and Performance Review, increasing the Agreement amount by $106,936, to a new total amount not to exceed $356,791 through the term of the Agreement, and authorizing the City Manager, or his designee, to execute the Amendment.
PUBLIC WORKS; John Chavez, 209-577-5453, [email protected]
COUNCIL COMMENTS & REPORTS
CITY MANAGER COMMENTS & REPORTS
HEARINGS
Published in the Bee on May 24, 2026
21. Hearing to approve an amendment to the Permanent Local Housing Allocation (PLHA) Five-Year Plan, and Acceptance of PLHA Year Five Allocation in the amount of $637,206. (Funding Source: Permanent Local Housing Allocation Funds) Staff Recommendation:
• Resolution approving an amendment to the Permanent Local Housing Allocation (PLHA) Five-Year Plan, and Acceptance of the PLHA Year-Five Allocation in the amount of $637,206, and authorizing the City Manager, or his designee, to negotiate and execute any program agreements required for implementation and acceptance of the PLHA program.
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• Resolution amending the Fiscal Year 2025-2026 Annual Operating and NonCapital Project Fund Budgets to establish a project and applicable revenue, expenditures, and transfers in the amount of $637,206 to appropriate the YearFive Permanent Local Housing Allocation (PLHA) grant funds. • Resolution authorizing the application and amending the PLHA Plan for the Permanent Local Housing Allocation Program.
CED; Edgar Garcia, 209-571-5101, [email protected] Published in the Modesto Bee on May 29, 2026.
22. Hearing to consider approving Restated Service Agreements for Solid Waste Collection Services with Bertolotti Modesto Disposal, Inc. and Gilton Solid Waste Management, Inc. to become effective July 1, 2026; the Solid Waste Rate Adjustment to the Maximum Rate Schedule for City Solid Waste Collection Services provided by Solid Waste Haulers to become effective July 1, 2026, and rescinding Resolution No. 2024-290 and Resolution No. 2024-291; and the update to the Schedule of Cash Security Deposits and Fees for Self-Haul Residents and Businesses, rescinding Resolution No. 2024-292. (Funding Source: Various Funds) Staff Recommendation:
• Resolution approving a Restated Service Agreement for Solid Waste Collection Service with Bertolotti Modesto Disposal, Inc., to become effective July 1, 2026, and authorizing the City Manager, or his designee, to execute the Agreement.
• Resolution approving a Restated Service Agreement for Solid Waste Collection Service with Gilton Solid Waste Management, Inc., to become effective July 1, 2026, and authorizing the City Manager, or his designee, to execute the Agreement.
• Resolution approving the Rate Adjustment to the Maximum Rate Schedule for City Solid Waste Collection Services provided by the Solid Waste Haulers for an increase of $4.58 per month for Residential Services, an increase of $6.01 per cubic yard for Commercial Services, and an increase of $23.13 per pull for Industrial Services, to become effective July 1, 2026, with billing changes implemented at the new rate upon the next billing cycle, and rescinding Resolution No. 2024-290 and Resolution No. 2024-291.
• Resolution approving the update to the Schedule of Cash Security Deposits and Fees for Self-Haul Residents and Businesses to become effective July 1, 2026, rescinding Resolution No. 2024-292.
PUBLIC WORKS; John Chavez, 209-577-54753, [email protected]
NEW BUSINESS
23. Consider approving one of the three recommended names for the park located at 615 Sierra Drive, following completion of public input and Culture Commission review. (Funding Source: Not Applicable)
Staff Recommendation:
• Resolution approving the renaming of the César E. Chávez Park located at 615 Sierra Drive to: _______________________
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PRN; Jessica Flores, 209-961-5231, [email protected]
24. Consider providing direction regarding the potential extension of the Letter of Intent with the United Soccer League, LLC, and the construction of a downtown soccer stadium, and ancillary development. (Funding Source: Not Applicable) Staff Recommendation:
• Motion providing direction regarding the potential extension of the Letter of Intent (LOI) with the United Soccer League (USL), LLC, and the construction of a downtown soccer stadium, and ancillary development.
BUDGET; Stephan Christensen, 209-577-5390, [email protected]
MATTERS TOO LATE FOR THE AGENDA
These may be presented by members of the City Council and staff upon determination by a majority vote that an emergency exists, as defined by State law, or by a 2/3 vote that (1) there is a need to take immediate action, and (2) that the need for action came to the City’s attention after the agenda was posted.
ADJOURNMENT
Posted pursuant to Government Code Section 54954.2 on the bulletin board at Tenth Street Place on
at by
date time signature
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MODESTO CITY COUNCIL
www.modestogov.com
MINUTES
City of Modesto
CITY COUNCIL MEETING
Chambers, Basement Level
Tenth Street Place, 1010 10th Street
Modesto, California
Tuesday, June 02, 2026 at 5:30 PM
Special City Council and Redevelopment Successor Agency – Closed Session Meeting 4:00 p.m.
Roll Call: Present: Councilmembers and Agency Members Alvarez, Bavaro, Escutia- Braaton, Ricci, Williams, Wright, Mayor Zwahlen
Absent: None
Declaration of Conflicts of Interest: Item 3 – Williams recused due to a property related conflict of interest.
Regular City Council Meeting 5:30 p.m.
Roll Call: Present: Councilmembers Alvarez, Bavaro, Escutia-Braaton, Ricci, Williams, Wright, Mayor Zwahlen
Absent: None
Pledge of Allegiance to the Flag
City Clerk’s Announcements: Written public comment was received and forwarded to Council.
Declaration of Conflicts of Interest: None.
Reports from Closed Session: No reportable action.
#2..
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ACKNOWLEDGEMENTS AND PRESENTATIONS
1. Proclamation declaring June 2026 as LGBTQ+ Month. (Funding Source: Not Applicable)
CITY COUNCIL; Breanna Griffin, 209-577-5421, [email protected] ACTION: Mayor Zwahlen presented the proclamation declaring June 2026 as LGBTQ+ Month.
MISCELLANEOUS
2. Consider accepting the resignation of Elizabeth Buenrostro from the Entertainment Commission. (Funding Source: Not Applicable)
Staff Recommendation:
• Resolution accepting the resignation of Elizabeth Buenrostro from the Entertainment Commission.
CED; Amber Abruzzo, 209-577-5244, [email protected] ACTION: (Wright/Ricci; 7/0) Resolution 2026-169 accepting the resignation of Elizabeth Buenrostro from the Entertainment Commission.
3. Consider approving the retroactive reappointment of Amanda Heitlinger and Maria Apodaca to the Downtown Improvement District Board of Directors for a four-year term ending December 31, 2029. (Funding Source: Not Applicable) Staff Recommendation:
• Resolution approving the retroactive reappointment of Amanda Heitlinger and Maria Apodaca to the Downtown Improvement District Advisory Board for a four-year term ending December 31, 2029.
CED; Eric Bonander, 209-577-5276, [email protected], ACTION: (Wright/Escutia-Braaton; 7/0) Resolution 2026-170 approving the retroactive reappointment of Amanda Heitlinger and Maria Apodaca to the Downtown Improvement District Advisory Board for a four-year term ending December 31, 2029.
PUBLIC COMMENT PERIOD
• Charlie Christensen praised the Modesto Police Department for their professionalism after officers quickly identified and arrested a suspect who assaulted his family member on the Dry Creek Trail. He praised the department’s professionalism, attention to detail, and commitment to public safety, and expressed gratitude for their service to the community.
Written General Public Comments Received. (Funding Source: Not Applicable) CITY CLERK; City Clerk, 209-577-5396, [email protected] #2..
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CONSENT ITEMS – ROLL CALL VOTE REQUIRED
ACTION CONSENT ITEMS: 4-24 (Williams/Ricci; 7/0)
CONSENT
Consent
4. Consider approving the Minutes for the May 12, 2026 Council Meeting. (Funding Source: Not Applicable)
• Motion approving the Minutes for the May 12, 2026 Council Meeting.
CITY CLERK; Diane Nayares-Perez, 209-577-5396, [email protected] ACTION: (Williams/Ricci; 7/0) Motion approving the Minutes for the May 12, 2026 Council Meeting.
Consent
5. Consider approving Final Adoption of Ordinance 3814-C.S. amending Sections 2-1.24 “Compensation of Mayor,” and 2-1.26 “Compensation of City Councilmembers,” of Chapter 1, “City Council Organization and Procedure,” of Title 2, “Administration,” of the Modesto Municipal Code, to increase the salaries of the Mayor and City Councilmembers pursuant to Charter Section 703 and the recommendations of the Citizen’s Salary Setting Commission of 2026. (Funding Source: Not Applicable) • Motion approving Final Adoption of Ordinance 3814-C.S. amending Sections 2-1.24 “Compensation of Mayor,” and 2-1.26 “Compensation of City Councilmembers,” of Chapter 1, “City Council Organization and Procedure,” of Title 2, “Administration,” of the Modesto Municipal Code, to increase the salaries of the Mayor and City Councilmembers pursuant to Charter Section 703 and the recommendations of the Citizen’s Salary Setting Commission of 2026.
CITY CLERK; Diane Nayares-Perez, 209-577-5396, [email protected] ACTION: (Williams/Ricci; 7/0) Motion approving Final Adoption of Ordinance 3814-C.S. amending Sections 2-1.24 “Compensation of Mayor,” and 2-1.26 “Compensation of City Councilmembers,” of Chapter 1, “City Council Organization and Procedure,” of Title 2, “Administration,” of the Modesto Municipal Code, to increase the salaries of the Mayor and City Councilmembers pursuant to Charter Section 703 and the recommendations of the Citizen’s Salary Setting Commission of 2026.
Consent
6. Consider receiving the 2026 Local Agency Biennial Notice and directing staff to conduct a review of the City’s Conflict-of-Interest Code, and the Code of the City’s Boards, Commissions, and Committees and the filing of a Biennial Notice with the City Clerk regarding such review, as required by the Political Reform Act. (Funding Source: Not Applicable)
• Motion directing staff to make a formal review of the City’s Conflict of Interest Code, and the Code of the City’s Boards, Commissions, and Committees #2..
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pursuant to the Political Reform Act, and if necessary, at the appropriate time thereafter, prepare a resolution to be adopted by the City Council to approve any required amendments.
CITY CLERK; Diane Nayares-Perez, 209-577-5396, [email protected] ACTION: (Williams/Ricci; 7/0) Motion directing staff to make a formal review of the City’s Conflict of Interest Code, and the Code of the City’s Boards, Commissions, and Committees pursuant to the Political Reform Act, and if necessary, at the appropriate time thereafter, prepare a resolution to be adopted by the City Council to approve any required amendments.
Consent
7. Consider approving the recommended budget adjustments to Fiscal Year 2025-26 Annual Operating and Capital Improvement Program Budgets. (Funding Source:
Various Funds)
• Resolution amending Fiscal Year 2025-26 Annual Operating and Capital Improvement Project Fund Budgets and authorizing the City Manager, to take the necessary steps to implement the provisions of this Resolution.
BUDGET; Kaceey Culbertson, 209-571-5855, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-171 amending Fiscal Year 2025-26 Annual Operating and Capital Improvement Project Fund Budgets and authorizing the City Manager, to take the necessary steps to implement the provisions of this Resolution.
Consent
8. Consider accepting Fiscal Year 2026-27 Engineer’s Report and setting a Public Hearing on June 23, 2026, for the levy and collection of assessments for landscape maintenance in the public right-of-way, street medians, and areas adjacent to the access control walls in Dry Creek Meadows Subdivisions Nos. 1-6. (Funding Source:
Landscape Maintenance Assessment District No. 1)
• Resolution accepting Fiscal Year 2026-27 Engineer’s Annual Report for Landscape Maintenance Assessment District No. 1 for Dry Creek Meadows Subdivisions Nos. 1-6; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026 to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District.
CED; Edgar Garcia, 209-577-5211, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-172 accepting Fiscal Year 2026-27 Engineer’s Annual Report for Landscape Maintenance Assessment District No. 1 for Dry Creek Meadows Subdivisions Nos. 1-6; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026 to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District. #2..
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Consent
9. Consider accepting the Fiscal Year 2026-27 Engineer’s Annual Report for Landscape Maintenance Assessment District No. 2; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026 for the levy and collection of assessment for Landscape Maintenance in the public right-of-way, street medians, and areas adjacent to the access control walls in Dry Creek Meadows Subdivisions Nos. 7-10, Creekwood Meadows Subdivision, and Yosemite Meadows Subdivisions Units 1 and 2. (Funding Source: Landscape Maintenance Assessment District No. 2)
• Resolution accepting the Fiscal Year 2026-27 Engineer’s Annual Report for Landscape Maintenance Assessment District No. 2 for Dry Creek Meadows Subdivisions Nos. 7-10, Creekwood Meadows Subdivision, and Yosemite Meadows Subdivisions Units 1 and 2; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026 to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District.
CED; Edgar Garcia, 209-577-5211, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-173 accepting the Fiscal Year 2026-27 Engineer’s Annual Report for Landscape Maintenance Assessment District No. 2 for Dry Creek Meadows Subdivisions Nos. 7-10, Creekwood Meadows Subdivision, and Yosemite Meadows Subdivisions Units 1 and 2; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026 to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District.
Consent
10. Consider accepting the Fiscal Year 2026-27 Engineer’s Annual Report for the Shackelford Landscape and Lighting District; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026, to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District. (Funding Source: Shackelford Landscape and Lighting District)
• Resolution accepting the Fiscal Year 2026-27 Engineer’s Annual Report for the Shackelford Landscape and Lighting District; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026, to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District.
CED; Edgar Garcia, 209-577-5211, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-174 accepting the Fiscal Year 2026-27 Engineer’s Annual Report for the Shackelford Landscape and Lighting District; Issuing a Notice of Intention to Levy and Collect Assessments and setting a Public Hearing on June 23, 2026, to consider the Fiscal Year 2026-27 Levy and Collection of Assessments within the District.
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Consent
11. Consider approving a Memorandum of Understanding (MOU) with Stanislaus Council of Governments for suballocation of Regional Early Action Planning Grant of 2021 program funds (REAP 2.0) in the amount of $839,492. (Funding Source: REAP 2.0 Grant Funds through Stanislaus Council of Governments)
• Resolution approving a Memorandum of Understanding with Stanislaus Council of Governments for suballocation of Regional Early Action Planning Grant Program of 2021 funds totaling $839,432; and authorizing the City Manager, or his designee to sign the Memorandum of Understanding. • Resolution establishing the Fiscal Year 2025-26 non-capital project revenue, expenditure, and any necessary transfer budgets in the amount of $839,492 to recognize the Regional Early Action Planning Grant of 2021 (REAP 2.0) and fund housing-related work and authorizing the City Manager, or his designee, to implement the provisions of this resolution.
CED; Leslie Danhoff, 209-577-5429, [email protected] Item 11: Councilmembers Escutia-Braaton and Wright along with Mayor Zwahlen serve as council representatives on StanCog boards which includes the Policy Board and Executive Committee. Councilmember Alvarez serves as an alternate member.
ACTION: (Williams/Ricci; 7/0) Resolution 2026-175 approving a Memorandum of Understanding with Stanislaus Council of Governments for suballocation of Regional Early Action Planning Grant Program of 2021 funds totaling $839,432; and authorizing the City Manager, or his designee to sign the Memorandum of Understanding.
ACTION: (Williams/Ricci; 7/0) Resolution 2026-176 establishing the Fiscal Year 2025-26 non-capital project revenue, expenditure, and any necessary transfer budgets in the amount of $839,492 to recognize the Regional Early Action Planning Grant of 2021 (REAP 2.0) and fund housing-related work and authorizing the City Manager, or his designee, to implement the provisions of this resolution.
Consent
12. Consider approving the updates to the City’s Investment Policy. (Funding Source: Not Applicable)
• Resolution approving the updates to the City’s Investment Policy.
FINANCE DEPARTMENT; Calogero Maniscalco, 209-577-5219,
[email protected]
ACTION: (Williams/Ricci; 7/0) Resolution 2026-177 approving the updates to the City’s Investment Policy.
Consent
13. Consider approving the updates to the City’s Debt Management Policy. (Funding Source: Not Applicable)
• Resolution approving the updates to the City’s Debt Management Policy. #2..
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FINANCE DEPARTMENT; Calogero Maniscalco, 209-577-5219,
[email protected]
ACTION: (Williams/Ricci; 7/0) Resolution 2026-178 approving the updates to the City’s Debt Management Policy.
Consent
14. Consider accepting an Informational Report on the March and April 2026 Grant Applications and Awards. (Funding Source: Not Applicable) • Motion accepting an Informational Report for March and April 2026, Grant Applications and Awards.
FINANCE DEPARTMENT; Maria Garnica, 209-577-5249,
[email protected]
ACTION: (Williams/Ricci; 7/0) Motion accepting an Informational Report for March and April 2026, Grant Applications and Awards.
Consent
15. Consider approving the Fiscal Year 2026-2027 Appropriation Limit, which is an annual spending limit calculation that identifies the maximum amount of appropriations for publicly funded programs. (Funding Source: Not Applicable) • Resolution establishing the appropriation limit for the Fiscal Year 2026-2027 annual budget.
FINANCE DEPARTMENT; Maria Garnica, 209-577-5249,
[email protected]
ACTION: (Williams/Ricci; 7/0) Resolution 2026-179 establishing the appropriation limit for the Fiscal Year 2026-2027 annual budget.
Consent
16. Consider approving the purchase for three Fleet Additions and ten Fleet Replacements in a total amount not to exceed $1,435,294. (Funding Source: Various Funds) • Resolution approving the Competitive Bidding Process from Sourcewell through State of Minnesota to Rush Truck Centers, Ceres, CA for the purchase of three Ford F250, one Ford Transit 350 Van, four Ford F550 Trucks and five Ford F350 Trucks for an amount not to exceed $1,435,294; and authorizing the Director of Finance, or her designee, to issue the Purchase Order; and authorizing the Director of Finance or her designee to execute any Change Orders not to exceed 15% of the total purchase price.
FINANCE DEPARTMENT; Dianne Love, 209-571-5164, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-180 approving the Competitive Bidding Process from Sourcewell through State of Minnesota to Rush Truck Centers, Ceres, CA for the purchase of three Ford F250, one Ford Transit 350 Van, four Ford F550 Trucks and five Ford F350 Trucks for an amount not to exceed $1,435,294; and authorizing the Director of Finance, or her designee, to issue the Purchase Order; and #2..
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authorizing the Director of Finance or her designee to execute any Change Orders not to exceed 15% of the total purchase price.
Consent
17. Consider approving payment of various Equipment Maintenance Agreements for Fiscal Year 2026-2027 with multiple equipment manufacturers for all City Departments, for an annual amount not to exceed $932,343. (Funding Source: Various Funds) • Resolution approving payment of various Equipment Maintenance Agreements for Fiscal Year 2026-2027 with multiple equipment manufacturers for all City Departments, for an annual amount not to exceed $932,343; and authorizing the City Manager, or his designee, to execute Equipment Maintenance Agreements associated with the items in Exhibit A and Exhibit B.
FINANCE DEPARTMENT; Dianne Love, 209-571-5164, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-181 approving payment of various Equipment Maintenance Agreements for Fiscal Year 2026-2027 with multiple equipment manufacturers for all City Departments, for an annual amount not to exceed $932,343; and authorizing the City Manager, or his designee, to execute Equipment Maintenance Agreements associated with the items in Exhibit A and Exhibit B.
Consent
18. Consider approving a Letter of Agreement with Modesto Confidential and Management Association for polygraph services. (Funding Source: General Fund) • Resolution approving a Letter of Agreement between the City of Modesto and Confidential and Management Association (MCMA) for polygraph examinations and authorizing the City Manager or his designee to take the necessary administrative action to implement the agreement.
HUMAN RESOURCES; Christina Alger, 209-571-5126, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-182 approving a Letter of Agreement between the City of Modesto and Confidential and Management Association (MCMA) for polygraph examinations and authorizing the City Manager or his designee to take the necessary administrative action to implement the agreement.
Consent
19. Consider approving the payment of Software Maintenance Support Agreements for Fiscal Year 2026-2027 in a total amount not to exceed $11,750,176. (Funding Source:
Various Funds)
• Resolution approving the payment of Software Maintenance Support Agreements for Fiscal Year 2026-2027 in a total amount not to exceed $11,750,176, and authorizing the City Manager, or designee, to execute routine renewal agreements associated with Exhibits A and B.
IT; Dameon Booker, 209-447-1088, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-183 approving the payment of Software Maintenance Support Agreements for Fiscal Year 2026-2027 in a total #2..
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amount not to exceed $11,750,176, and authorizing the City Manager, or designee, to execute routine renewal agreements associated with Exhibits A and B.
Consent
20. Consider adoption of the 2026-2028 City of Modesto Smart City Strategy. (Funding Source: Not Applicable)
• Resolution adopting the 2026-2028 City of Modesto Smart City Strategy.
IT; Dameon Booker, 209-447-1088, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-184 adopting the 2026-2028 City of Modesto Smart City Strategy.
Consent
21. Consider approving Co-Sponsorships for designated City Partners’ Events and Programs with direct contributions of $114,500 and in-kind support with an estimated value of $261,022 for Fiscal Year 2026-2027. (Funding Source: General Fund) • Resolution approving Co-Sponsorships for designated City Partners’ Events and Programs with direct contributions of $114,500 and in-kind support with an estimated value of $261,022 for Fiscal Year 2026-2027.
PRN; Jeremy Rogers, 209-577-5347, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-185 approving Co-Sponsorships for designated City Partners’ Events and Programs with direct contributions of $114,500 and in-kind support with an estimated value of $261,022 for Fiscal Year 2026-2027.
Consent
22. Consider approving an Agreement for On-Call Roll-Up Door Maintenance & Repair Services to West Coast Door and Gate, Modesto, CA and Barton Overhead Door, Inc.
Modesto, CA for a total combined amount not to exceed $348,510 over five years. (Funding Source: Various Funds)
• Resolution approving the Award of Bid and Agreements for On-Call Roll-Up Door Maintenance & Repair Services to West Coast Door and Gate, Modesto, CA and Barton Overhead Door, Inc. Modesto, CA for a two-year Agreement with three one-year extension options, for a combined estimated annual amount of $69,702, and a combined total amount not to exceed $348,510 over five years between the two agreements; and authorizing the Director of Finance, or her designee to adjust agreement totals between vendors based on contractor’s availability and department’s needs, ensuring the combined total amount does not change; and authorizing the City Manager, or his designee, to execute the Agreements.
PUBLIC WORKS; Gabe DaSilva, 209-652-2579, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-186 approving the Award of Bid and Agreements for On-Call Roll-Up Door Maintenance & Repair Services to West Coast Door and Gate, Modesto, CA and Barton Overhead Door, Inc. Modesto, CA for a two-year Agreement with three one-year extension options, for a combined estimated #2..
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annual amount of $69,702, and a combined total amount not to exceed $348,510 over five years between the two agreements; and authorizing the Director of Finance, or her designee to adjust agreement totals between vendors based on contractor’s availability and department’s needs, ensuring the combined total amount does not change; and authorizing the City Manager, or his designee, to execute the Agreements.
Consent
23. Consider approving a First Amendment to the Agreement with The BGR Group, Inc., Santa Clara, CA for Fire Safety System Services, increasing the Agreement amount by $584,576 through the duration of the Agreement. (Funding Source: Various Funds) • Resolution approving the First Amendment to the Agreement with The BGR Group, Inc., Santa Clara, CA for Fire Safety System Services, increasing the Agreement amount by $584,576 for a new estimated annual amount of $781,051, and a new total amount not to exceed $1,608,667 through the term of the agreement, and authorizing the City Manager, or his designee, to execute the Amendment.
PUBLIC WORKS; Gabe DaSilva, 209-652-2579, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-187 approving the First Amendment to the Agreement with The BGR Group, Inc., Santa Clara, CA for Fire Safety System Services, increasing the Agreement amount by $584,576 for a new estimated annual amount of $781,051, and a new total amount not to exceed $1,608,667 through the term of the agreement, and authorizing the City Manager, or his designee, to execute the Amendment.
Consent
24. Consider approving a list of projects to be funded with Road Repair and Accountability Act tax proceeds for Fiscal Year 2026-2027. (Funding Source: Senate Bill 1 Funds) • Resolution approving the list of projects to be funded with Road Repair and Accountability Act tax proceeds for Fiscal Year 2026-2027 in an amount up to $6,166,282, and authorizing the City Manager, or his designee, to approve the projects.
PUBLIC WORKS; John Sphar, 209-342-2235, [email protected] ACTION: (Williams/Ricci; 7/0) Resolution 2026-188 approving the list of projects to be funded with Road Repair and Accountability Act tax proceeds for Fiscal Year 2026- 2027 in an amount up to $6,166,282, and authorizing the City Manager, or his designee, to approve the projects.
COUNCIL COMMENTS & REPORTS
• Councilmember Wright reported attending the Stanislaus Asian American Community Scholarship Fund event with Vice-Mayor Williams, where 19 scholarships were awarded. He noted that many recipients plan to enter healthcare professions and expressed hope they will return to serve the Modesto community. #2..
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• Councilmember Alvarez highlighted the groundbreaking of the Riverdale Park water infrastructure project, which will connect the community to Modesto’s water system, address longstanding uranium contamination, and provide major infrastructure improvements. He also clarified that a proposed cell tower in an unincorporated area falls under county jurisdiction and noted that he and County Board Supervisor Withrow met with residents to discuss concerns and the county permitting process. • Councilmember Escutia-Braaton attended Memorial Day observances honoring fallen service members, participated in a joint Finance Committee and Planning Commission meeting that confirmed the City’s Capital Improvement Program aligns with the General Plan, and joined the Mayor in celebrating Bike to Work Week, highlighting the benefits and future expansion of Modesto’s trail system. • Councilmember Ricci advocated for installing shade structures at playgrounds while newly planted trees mature, expressed concerns about the performance of Stanislaus Animal Services and called for reforms and a performance audit, and urged a broader investigation into misconduct at StanCOG to determine whether others were involved or aware of the corruption.
• Vice-Mayor Williams welcomed Councilmember Bavaro back, encouraged residents to vote before polls closed, and joined Mayor Zwahlen and Councilmember Alvarez at the Riverdale Park groundbreaking celebrating improvements to the community’s water infrastructure. He also attended Memorial Day observances with Councilmember Escutia-Braaton, where he recognized the participation of Fire Chief Evans and the Fire Department in honoring fallen service members. Williams paid tribute to community leaders Tom Van Groningen and Odessa Johnson, announced the upcoming memorial service for Ron Emerzian, and shared his joy at officiating his daughter’s wedding. • Mayor Sue Zwahlen announced the swearing-in of new Fire Chief Evans and expressed appreciation for his service. She also highlighted the Modesto Symphony Orchestra’s 95th anniversary celebration and praised its contributions to the community.
Additionally, she noted the departure of Gallo Center for the Arts CEO Chad Hilligus for a new position, thanking him for his impact on the arts and downtown Modesto, and mentioned that a national search for his replacement is underway.
CITY MANAGER COMMENTS & REPORTS
None.
HEARINGS
Published in the Modesto Bee on May 22, 2026.
25. Hearing to consider and approve the Final Proposed Fiscal Year 2026-27 Operating and Multi-Year Non-Capital Budgets and Capital Improvement Program for the City and related Resolutions. (Funding Source: Various Funds) #2..
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• Resolution approving the adoption of the Fiscal Year 2026-27 Annual and Multi-Year Non-Capital Operating Budgets and the 2026-27 Capital Improvement Program for the City of Modesto and the related Inter-Fund Transfers.
• Resolution approving the Budget Principles, and the Operating Budget Policy as Outlined in the Fiscal Year 2026-27 Final Proposed Budget. • Resolution amending the Position Classification Plan for the City of Modesto to create new classifications and amend existing classifications. • Resolution amending the Position Allocation for Fiscal Year 2026-27 as adopted in the Operating Budget.
BUDGET; Kaceey Culbertson, 209-571-5855, [email protected] ACTION: (Wright/Escutia-Braaton; 7/0) Resolution 2026-189 approving the adoption of the Fiscal Year 2026-27 Annual and Multi-Year Non-Capital Operating Budgets and the 2026-27 Capital Improvement Program for the City of Modesto and the related Inter-Fund Transfers.
ACTION: (Wright/Escutia-Braaton; 7/0) Resolution 2026-190 approving the Budget Principles, and the Operating Budget Policy as Outlined in the Fiscal Year 2026-27 Final Proposed Budget.
ACTION: (Wright/Escutia-Braaton; 7/0) Resolution 2026-191 amending the Position Classification Plan for the City of Modesto to create new classifications and amend existing classifications.
ACTION: (Wright/Escutia-Braaton; 7/0) Resolution 2026-192 amending the Position Allocation for Fiscal Year 2026-27 as adopted in the Operating Budget.
MATTERS TOO LATE FOR THE AGENDA
None.
ADJOURNMENT
This meeting adjourned at 6:35 p.m.
Attest:____________________________
Diane Nayares-Perez, City Clerk
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CITY OF MODESTO
COUNCIL AGENDA REPORT
DATE OF MEETING:
June 9, 2026
Date: May 8, 2026
TO: Mayor and City Council
THROUGH: Joseph P. Lopez, City Manager
FROM: Diane Nayares-Perez, CMC, City Clerk
SUBJECT: November 3, 2026 Election Services
CONTACT: Diane Nayares-Perez, CMC, City Clerk,[email protected], 209-577-5396
DESCRIPTION:
Consider calling for the holding of a Municipal Election to be held on November 3, 2026, requesting the Stanislaus County Board of Supervisors to Consolidate the City of Modesto Municipal Election to be held on November 3, 2026, requesting the services of the Registrar of Voters, Elections Division of the County of Stanislaus to conduct the Election on behalf of the City of Modesto and Modesto City Schools; and adopting regulations for candidates for elective office pertaining to candidates statements submitted to the voters at an Election to be held on Tuesday, November 3, 2026. (Funding Source: General Fund, Election Fund)
STRATEGIC PLAN ELEMENT:
This item supports the City’s 2025-2026 Strategic Plan Goal I : Promote Trust and Engagement to build community trust in City government through responsive, transparent and efficient service delivery.
BACKGROUND:
The City will be holding a General Municipal Election on November 3, 2026, for the purpose of electing three (3) members of the City Council for Districts 2, 4, and 5 for the full term of four (4) years; and four (4) members to the Modesto City Schools Board for Trustee Areas 1, 3, 5, and 7 for the full term of four (4) years. #3..
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City Council, June 9, 2026
November 3, 2026 Election Services
Pursuant to the Election Code, the City Council is required to adopt a resolution calling for and ordering a general municipal election to be held in the City of Modesto on Tuesday, November 3, 2026.
DISCUSSION:
The two (2) proposed resolutions relate to conducting a Municipal Election on November 3, 2026. The first resolution has the Modesto City Council officially call the November 3, 2026 General Municipal Election and request that the Stanislaus County Board of Supervisors consolidate the elections for electing three (3) Councilmembers (Districts 2, 4 and 5) and four (4) Modesto City Schools Board Members (Trustee Areas 1, 3, 5, and 7). The second resolution adopts regulations for candidates for elective office pertaining to candidates’ statements submitted to the voters at the November 3, 2026 General Municipal Election. The resolution recommends candidates’ statements be limited to 200 words in accordance with California Elections Code, Section 13307. Under the regulations set forth in the resolution, candidates will be required to pay a deposit for the actual costs of printing candidate statements in English and Spanish. Candidates will pay the estimated costs at the time nomination papers and candidate's statements are filed, with the estimated costs being equal to the amount required for the printing and translation of the candidate statement. The proposed deposit is $1,200 for the printing of candidate statements.
The nomination period to run for the City’s Municipal Election opens on Monday, July 13, 2026, and closes on Friday August 7, 2026. If an eligible incumbent does not file, a fiveday extension will permit filing until Wednesday, August 12, 2026 at 5:00 p.m. Prior to qualifying as a candidate, the City Clerk will verify the residency of each potential candidate through their nomination paperwork.
FISCAL IMPACT:
The City will be required to pay Stanislaus County for its services in consolidating the election, which is estimated between $1.32 and $2.24 per registered voter. The projected cost for the Modesto City Council seats is between $76,560 to $129,920.
The Modesto City Schools Board election projected costs will be reimbursed by Modesto City Schools. The projected cost for the Modesto City School Board Election is between $116,028 to $196,896.
The cost to administer an election is funded through the Election Fund and is budgeted in the upcoming Fiscal Year 2026-2027 Operating Budget that will be going to Council for approval.
CEQA/NEPA REQUIREMENTS:
This item does not constitute a “project” within the meaning of California Environmental Quality Act (CEQA) Guidelines Section 15378 and requires no environmental review. #3..
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City Council, June 9, 2026
November 3, 2026 Election Services
COMMITTEE RECOMMENDATION:
This item is not required to be presented to a Committee.
RECOMMENDED COUNCIL ACTION:
Staff Recommendations:
Resolution of the City of Modesto calling for the holding of a Municipal Election to be held on November 3, 2026, requesting from the Stanislaus County Board of Supervisors to Consolidate the City of Modesto General Municipal Election to be held on November 3, 2026, requesting the services of the Registrar of Voters, Elections Division of the County of Stanislaus to Conduct the Election on behalf of the City of Modesto and Modesto City Schools.
Resolution adopting Regulations for Candidates for Elective Office Pertaining to Candidates Statements Submitted to the Voters at an Election to be held on Tuesday, November 3, 2026.
Approved by:
Diane Nayares-Perez, CMC, City Clerk
Joseph P. Lopez, City Manager
Attachments:
1. Resolutions (2)
2. Election Cost Estimate
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06/9/2026/CCL/DNayaresPerez/Item 1 2026-xx
MODESTO CITY COUNCIL
RESOLUTION NO. 2026-XX
RESOLUTION OF THE CITY OF MODESTO CALLING FOR THE HOLDING OF A MUNICIPAL ELECTION TO BE HELD ON NOVEMBER 3, 2026,
REQUESTING FROM THE STANISLAUS COUNTY BOARD OF
SUPERVISORS TO CONSOLIDATE THE CITY OF MODESTO GENERAL
MUNICIPAL ELECTION TO BE HELD ON NOVEMBER 3, 2026, REQUESTING
THE SERVICES OF THE REGISTRAR OF VOTERS, ELECTIONS DIVISION
OF THE COUNTY OF STANISLAUS TO CONDUCT THE ELECTION ON
BEHALF OF THE CITY OF MODESTO AND MODESTO CITY SCHOOLS
WHEREAS, the City of Modesto will hold a Municipal Election on November 3, 2026, for the purpose of electing three (3) Council Members (Districts 2, 4, and 5) for a term of four (4) years, and four (4) Modesto City Schools Board Members (Trustee Areas 1, 3, 5 and 7) for a term of four (4) years, and
WHEREAS, pursuant to Elections Code section 10002, the City is authorized to request the Board of Supervisors of Stanislaus County to permit the Registrar to render election services to the City relating to conducting the Election; and
WHEREAS, pursuant to Elections Code section 10400 et seq., the City of Modesto Municipal Election is hereby requested to be consolidated with the statewide election to be conducted November 3, 2026, the consolidated election shall be held and conducted in the manner prescribed by law for the statewide election, and
WHEREAS, the City of Modesto respectively requests that the Stanislaus County Registrar of Voters, Elections Division, furnish all services, including but not limited to the preparation and distribution of ballots, voter information #3..
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06/9/2026/CCL/DNayaresPerez/Item 2 2026-xx
materials, precinct services, vote tabulation, and canvass of returns, facilities, supplies, equipment, etc. necessary for the Municipal Election, and WHEREAS, the City of Modesto City Clerk’s Office will be responsible for issuing/collecting election information, publishing the Notice of Election, and the Nominees for Public Office, and
WHEREAS, the City of Modesto will reimburse the County of Stanislaus for all actual costs for services performed to conduct the Municipal Election on behalf of the City, and
WHEREAS, pursuant to Elections Code section 10403, the resolution requesting the consolidation shall be adopted and filed at the same time as the adoption of the ordinance, resolution, or order calling the election.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Modesto as follows:
Section 1. The City Council hereby calls for the holding of a General Municipal Election to be held on Tuesday, November 3, 2026, for the purpose of electing three (3) Council Members (Districts 2, 4, and 5) for a term of four (4) years, and four (4) Modesto City Schools Board Members (Trustee Areas 1, 3, 5, and 7) for a term of four (4) years.
Section 2. The Council of the City of Modesto hereby formally requests from the Board of Supervisors of Stanislaus County, California, to consolidate the City of Modesto’s Municipal Election with the County’s General Election to be held on November 3, 2026, and requests Board of Supervisors permit the #3..
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06/9/2026/CCL/DNayaresPerez/Item 3 2026-xx
Stanislaus County Registrar of Voters, Elections Division, of the County of Stanislaus conduct the election(s) on behalf of the City of Modesto.
Section 3. The consolidated election shall be held and conducted in the manner prescribed in Section 10418 of the Elections Code of the State of California.
Section 4. The County Elections Official is authorized, at the City’s expense, to provide all necessary election services in order to properly and lawfully conduct said election, including precinct workers and the procurement and furnishing of all official ballots, printed matter, and all supplies, equipment, and paraphernalia that may be necessary in order to properly and lawfully conduct the election and to canvass the results of said election.
Section 5. That notice of the time and place of holding the election is given, and the City Clerk is authorized, instructed, and directed to give further or additional notice of the election in the time, form, and manner as required by law.
Section 6. That the ballots to be used at the election shall be, in form and content, as required by law.
Section 7. That the polls for the election shall be open at seven o’clock a.m. of the day of the election and shall remain open continuously from that time until eight o’clock p.m. of the same day, when the polls shall be closed, except as provided in Sections 14212, 14401 of the Elections Code of the State of California.
Section 8. That the Registrar of Voters is authorized to canvass the returns of the General Municipal Election. The election shall be held in all #3..
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06/9/2026/CCL/DNayaresPerez/Item 4 2026-xx
respects as if there were only one (1) election, and only one (1) form of ballot shall be used.
Section 9. That in the event of a tie vote (if any two or more persons receive an equal and the highest number of votes for an office) as certified by the County of Stanislaus Registrar of Voters, the City Council, in accordance with Election Code § 15651(a), shall set a date and time and place and summon the candidates who have received the tie votes to appear and will determine the tie by lot.
Section 10. In all particulars not recited in this resolution, said elections shall be noticed and held and all publications made as provided by law for holding municipal elections.
Section 11. That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.
Section 12. The City Council authorizes the City Clerk to administer said election and all reasonable and actual election expenses shall be paid by the City upon presentation of a properly submitted bill.
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06/09/2026/CCL/DNayaresPerez/Item X 5 2026-XX
The foregoing resolution was introduced at a regular meeting of the Council of the City of Modesto held on the 9th day of June, 2026, by Councilmember ______, who moved its adoption, which motion being duly seconded by Councilmember _____________, was upon roll call carried and the resolution adopted by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ATTEST: _____________________________
DIANE NAYARES-PEREZ, CMC,
City Clerk
(SEAL)
APPROVED AS TO FORM:
BY: ________________________________
JOSE M. SANCHEZ, City Attorney
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06/09/2026/CCL/DNayaresPerez/Item X 1 2026-XX
MODESTO CITY COUNCIL
RESOLUTION NO. 2026-XX
RESOLUTION ADOPTING REGULATIONS FOR CANDIDATES FOR
ELECTIVE OFFICE PERTAINING TO CANDIDATES STATEMENTS
SUBMITTED TO THE VOTERS AT AN ELECTION TO BE HELD ON
TUESDAY, NOVEMBER 3, 2026
WHEREAS, Section 13307 of the Elections Code of the State of California provides that the governing body of any local agency may adopt regulations pertaining to materials prepared by any candidate for a municipal election, including costs of the candidates statement.
NOW, THEREFORE, The City Council of the City of Modesto, does hereby resolve, declare, determine, and order as follows:
GENERAL PROVISIONS. That pursuant to Section 13307 of the Elections Code of the State of California, each candidate for elective office to be voted for at an Election to be held in the City of Modesto on November 3, 2026 may prepare a candidate’s statement on an appropriate form provided by the City Clerk. The statement may include the name, age and occupation of the candidate and a brief description of no more than 200 words of the candidate’s education and qualifications expressed by the candidate himself or herself. The statement shall not include party affiliation of the candidate, nor membership or activity in partisan political organizations. The statement shall be filed [in typewritten form] in the office of the City Clerk at the time the candidate’s nomination papers are filed. The statement may be withdrawn, but not changed, during the period for filing nomination papers and until 5:00 p.m. of the next working day after the close of the nomination period.
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06/09/2026/CCL/DNayaresPerez/Item X 2 2026-XX
FOREIGN LANGUAGE POLICY.
A. Pursuant to the Federal Voting Rights Act, candidates statements will be translated into all languages required by the County of Stanislaus. The County is required to translate candidate’s statements into the following languages: Spanish.
B. The County will print and mail sample ballots and candidates statements to all voters in Spanish. The County will make the sample ballots and candidates statements in the required languages available at all polling places, on the County’s website, and in the Election Official’s office.
PAYMENT.
A. Translations:
1. The candidate shall be required to pay for the cost of translating the candidates statement into any required foreign language as specified in (A) and/or (B) of Section 2 above pursuant to Federal and\or State law, but is requested as an option by the candidate.
B. Printing:
1. The candidate shall be required to pay for the cost of printing the candidates statement in English in the main voter pamphlet.
2. The candidate shall be required to pay for the cost of printing the candidates statement in a foreign language required in (A) #3..
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06/09/2026/CCL/DNayaresPerez/Item X 3 2026-XX
of the Foreign Language Policy Section above, in the main voter pamphlet.
ESTIMATE OF PRINTING COSTS. The Stanislaus County Registrar of Voters has estimated the cost of printing, handling, translating, and mailing the candidate’s statement filed pursuant to this section, including cost incurred as a result of complying with the Voting Rights Act of 1965 (as amended). The estimated cost for printing a candidate’s statement for the main voter pamphlet is $1,200. The City Clerk shall require each candidate filing a statement to pay $1,200 in advance as a condition of having his or her statement included in the voter’s pamphlet. The estimate is only an approximation of the actual cost. Costs vary from one election to another and may be significantly more or less than the estimate, depending on the actual number of candidates filing statements.
Accordingly, the City Clerk is not bound by the estimate and may, on a pro rata basis, bill the candidate for additional actual expense or refund any excess paid depending on the final actual cost. In the event of underpayment, the City Clerk will require the candidate pay the balance of the cost incurred. In the event of overpayment, the clerk shall prorate the excess amount to the candidate and refund the excess amount paid after the election.
MISCELLANEOUS. The City Clerk shall comply with all recommendations and standards set forth by the California Secretary of State regarding occupational designations and other matters relating to elections.
ADDITIONAL MATERIALS. No candidate will be permitted to include additional materials in the sample ballot package.
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06/09/2026/CCL/DNayaresPerez/Item X 4 2026-XX
The City Clerk shall provide each candidate or the candidate’s representative a copy of this Resolution at the time nominating petitions are issued.
That all previous resolutions establishing council policy on payment for candidates statements are repealed.
That this Resolution shall apply only to the election to be held on November 3, 2026 and shall then be repealed.
That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original resolutions.
The foregoing resolution was introduced at a regular meeting of the Council of the City of Modesto held on the 9th day of June, 2026, by Councilmember ________, who moved its adoption, which motion being duly seconded by Councilmember ________, was upon roll call carried and the resolution adopted by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ATTEST: _____________________________
DIANE NAYARES-PEREZ, CMC,
City Clerk
(SEAL)
APPROVED AS TO FORM:
BY: ________________________________
JOSE M. SANCHEZ, City Attorney
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CITY OF MODESTO
COUNCIL AGENDA REPORT
DATE OF MEETING:
June 9, 2026
Date: May 20, 2026
TO: Mayor and City Council
THROUGH: Joseph P. Lopez, City Manager
FROM: Scotty Douglass, Deputy City Manager
SUBJECT: Confirming Detachment of Non-contiguous City of Modesto Property CONTACT: Scotty Douglass, Deputy City Manager, [email protected], 209-571-5571
DESCRIPTION:
Consider confirming the detachment of a non-contiguous City property located at Grimes Ave, Modesto, CA (APN 017-012-012), reverting the property back to unincorporated status within the County of Stanislaus and authorizing application to the Stanislaus Local Agency Formation Commission to annex the territory back to the Woodland Fire Protection District. (Funding Source: Water Fund) STRATEGIC PLAN ELEMENT:
The recommended action supports the 2025-2026 City of Modesto Strategic Plan Initiatives, Goal D: Provide safe, efficient, and reliable infrastructure through proactive community investment, maintenance, and sustainability efforts.
BACKGROUND:
Former Well Site No. 232 is located near the 1500 block of Grimes Ave, Modesto, CA (APN 017-012-012). Additionally, this well is no longer active as of May 18, 2014.
Therefore, the Utilities Department recommends selling the property as it is no longer required for City use.
The Grimes Ave (017-012-012) property was purchased as a part of the Del Este Water System (Del Este) in 1995. As the well is no longer in use, any pertinent equipment currently on the property parcel will be removed.
On August 27, 2024, by Resolution No. 2024-309, the City Council declared certain properties as “surplus land” to continue the process of evaluating surplus and/or underutilized properties in its portfolio, and to commence the process for the conveyance of those properties. Furthermore, on September 23, 2025, by Resolution No. 2025-334, the City Council declared certain properties from the “surplus land” list as #4..
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City Council, June 9, 2026
Confirming Detachment of Non-contiguous City of Modesto Property
exempt surplus1 so that the City may begin the process to sell or lease such properties through the Surplus Land Act Process.
Thereafter, a broker’s opinion of value was prepared by PMZ Real Estate to establish an appropriate sale price, which has been met by the prospective buyer. On April 28, 2026, by Resolution 2026-120, the City Council approved the sale of 1,875 square feet of surplus exempt property identified as Assessor’s Parcel Number (APN) 017-012-012, located at Grimes Ave. in the amount of $7,500 to the adjacent property owner.
DISCUSSION:
Upon the sale of the aforementioned property, it will revert to unincorporated status as required by Government Code Section 56742(e); and as such, a City resolution is required for this reversion. When this property was initially annexed into the City, it was also removed from the Woodland Fire Protection District. The reversion process now requires that the City authorize an application to annex the property back into the Fire Protection District.
FISCAL IMPACT:
There is no direct fiscal impact related to this item.
COMMITTEE RECOMMENDATION:
This item is not required to be reviewed by Council Committee, because this item is administrative in nature.
CEQA/NEPA REQUIREMENTS:
This item does not constitute a “project” within the meaning of California Environmental Quality Act (CEQA) Guidelines Section 15378 and requires no environmental review.
RECOMMENDED COUNCIL ACTION:
Staff Recommendations:
Resolution confirming the detachment of non-contiguous City property located at Grimes Ave, Modesto, CA (APN 017-012-012), reverting the property back to unincorporated status within the County of Stanislaus and authorizing application to the Stanislaus Local Agency Formation Commission to annex the territory back to the Woodland Fire Protection District and authorizing the City Manager, or his designee, to execute any and all necessary documents required for City detachment and application for annexation to the Woodland Fire Protection District.
Approved by:
Scotty Douglass, Deputy City Manager
Joseph P. Lopez, City Manager
Attachments:
1 Updated Surplus Land Act - https://www.hcd.ca.gov/sites/default/files/docs/planningand-community/final-updated-surplus-land-act-guidelines-2024.pdf #4..
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City Council, June 9, 2026
Confirming Detachment of Non-contiguous City of Modesto Property
1. Resolution
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1 June 9, 2026/CMO/SDouglass/Item # 2026-xxx
MODESTO CITY COUNCIL
RESOLUTION NO. 2026-XX
RESOLUTION CONFIRMING THE DETACHMENT OF NON-CONTIGUOUS
CITY PROPERTY LOCATED AT GRIMES AVE, MODESTO, CA (APN 017-012- 012), REVERTING THE PROPERTY BACK TO UNINCORPORATED STATUS
WITHIN THE COUNTY OF STANISLAUS AND AUTHORIZING APPLICATION
TO THE STANISLAUS LOCAL AGENCY FORMATION COMMISSION TO
ANNEX THE TERRIORY BACK TO THE WOODLAND FIRE PROTECTION
DISTRICT AND AUTHORIZING THE CITY MANAGER, OR HIS DESIGNEE, TO
EXECUTE ANY AND ALL NECESSARY DOCUMENTS REQUIRED FOR CITY
DETACHMENT AND APPLICATION FOR ANNEXATION TO THE WOODLAND
FIRE PROTECTION DISTRICT
WHEREAS, the City of Modesto owns real property near the 1500 block of Grimes Ave, Modesto, CA (APN 017-012-012); and
WHEREAS, these properties were purchased by the City from the Del Este Water Company in 1995 for Well Site No. 232; and
WHEREAS, Well Site No. 232 is currently inactive; and
WHEREAS, in August 2024, the City of Modesto inventoried the real property assets owned by the City and the City of Modesto Redevelopment Successor Agency (“Successor Agency”). On August 27, 2024, by Resolution No. 2024-309, the City Council declared certain properties as “surplus land” to continue the process of evaluating surplus and/or underutilized properties in its portfolio, and to commence the process for the conveyance of those properties; and
WHEREAS, on September 23, 2025, by Resolution No. 2025-334, the City Council declared certain properties from the “surplus land” list as exempt surplus so that the City may begin the process to sell or lease such properties through the Surplus Land Act Process; and
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2 June 9, 2026/CMO/SDouglass/Item # 2026-xxx
WHEREAS, a broker’s opinion of value was prepared by PMZ Real Estate to establish an appropriate sale price for Grimes Ave. (017-012-012), which has been met by a prospective buyer. Any proceeds from the sale of this surplus property will be deposited into the fund from which the property was originally purchased; and
WHEREAS, on April 28, 2026, by Resolution 2026-120, the City Council approved the sale of the 1,875 square feet of exempt surplus property identified as Assessor’s Parcel Number (017-012-012), located at Grimes Ave. in the amount of $7,500 to the adjacent property owner; and
WHEREAS, the detachment of territory from the City and annexation to the Woodland Fire Protection District are considered exempt from the California Environmental Quality Act under the General Rule, Section 15061(b)(3) as it can be seen with certainty that there will not be a significant effect on the environment.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Modesto that it hereby approves the detachment of non-contiguous City properties located at Grimes Ave, Modesto, CA (APN 017-012-012), reverting the property back to unincorporated status within the County of Stanislaus.
BE IT FURTHER RESOLVED, that the City Manager is authorized to execute any and all necessary documents required for the City detachment and application for annexation to the Woodland fire protection district. #4..
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3 June 9, 2026/CMO/SDouglass/Item # 2026-xxx
The foregoing resolution was introduced in a regular meeting of the Council of the City of Modesto held on the 9th day of June 2026, by Councilmember ________, who moved its adoption, which motion being duly seconded by Councilmember ______, was upon roll call carried and the resolution adopted by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ATTEST: _____________________________
DIANE NAYARES-PEREZ, City
Clerk
(SEAL)
APPROVED AS TO FORM:
BY: _______________________________________
JOSE M. SANCHEZ, City Attorney
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CITY OF MODESTO
COUNCIL AGENDA REPORT
DATE OF MEETING:
June 9, 2026
May 18, 2026
TO: Mayor and City Council
THROUGH: Joseph P. Lopez, City Manager
FROM: Toby Wells, Director of Engineering Services/City Engineer SUBJECT: Ordinance Update Regarding Speed Limits
CONTACT: Michael Sacuskie, Assistant City Engineer, [email protected], 209-571-5552
DESCRIPTION:
Consider an Ordinance amending Municipal Code Section 3-2.1401.1 of Article 14 of Chapter 2 of Title 3 to determine and designate speed limit changes. (Funding Source:
Police Department Fund – 1600)
STRATEGIC PLAN ELEMENT:
This recommended action is in conformance with City of Modesto 2025-2026 Strategic Plan Element “Quality of Life”, Goal A to Improve community safety and quality of life through a combination of prevention and intervention efforts that address safety and its underlying issues.
BACKGROUND:
The California Vehicle Code (CVC) section 223581 authorizes local agencies to post speed limits less than 65 miles per hour (mph) on local streets. The last update to this code section was by Assembly Bill Number 43, in October 2021. To use radar to enforce these speed limits, the CVC mandates the following conditions:
• The local agency shall prepare an engineering and traffic survey. 1 https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?division=11.&chapter=7.&lawCode=VEH&article =1
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Council Meeting, June 9, 2026
Ordinance Update Regarding Speed Limits
• The engineering and traffic survey shall be updated every five, seven, or fourteen years per CVC Section 408022.
• The speed limit shall be based upon the 85th percentile travel speed and the engineering and traffic survey.
• The speed limit is rounded to the nearest five miles per hour of the 85th percentile of the free-flowing traffic.
• The speed limit may be reduced by five miles per hour, with proper justification, from the nearest five miles per hour increment of the 85th percentile speed per CVC Section 6273 and 22358.
• The speed limit may further be reduced by five miles per hour if the speed limit is still more than is reasonable or safe, based on the engineering and traffic survey per CVC 22358.
• If the local authority, after performing an engineering and traffic survey, finds the speed limit is still more than is reasonable or safe, the local authority may retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey as per CVC 627, 223574, and 22358.
• If the local authority, after performing an engineering and traffic survey, finds 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 by designating the roadway as a Safety Corridor as per CVC 22358.7 and the California Manual on Uniform Traffic Control Devices definition.
The CVC section 22358 authorizes local agencies to reduce school zone speed limits to 15 mph when the following criteria are met:
• Street is in a residential district.
• Street outside of a school zone has a posted speed limit no greater than 30 mph. • Street has no more than a total of two traffic lanes (one in each direction or two in one direction).
• The reduced school zone speed limit of 15 mph is within 500 feet of school grounds.
• The extended school zone speed limit of 25 mph is within 500 to 1,000 feet of school grounds.
Extended school zone speed limits; reference California Manual on Uniform Traffic Control Devices (CA MUTCD) section 7B.165.
2 https://leginfo.legislature.ca.gov/faces/codes_displaySection.xhtml?sectionNum=40802.&lawCode=VEH 3 https://codes.findlaw.com/ca/vehicle-code/veh-sect-627/ 4 https://leginfo.legislature.ca.gov/faces/codes_displaySection.xhtml?lawCode=VEH§ionNum=22357 #5..
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Council Meeting, June 9, 2026
Ordinance Update Regarding Speed Limits
DISCUSSION:
Engineering and traffic surveys are required to be completed periodically to enable radar or laser speed enforcement, as mandated in the CVC. The base timeline is a new study every five years, however there are provisions to allow the study to be extended for a longer period of time, referred to as “Extend Survey” (ES). Under the provisions delineated in the CVC, the use of ES can extend the timeframe between studies up to seven (7) years provided the enforcement agency staff are properly trained and equipped per CVC Section 40802. The maximum ES is up to fourteen (14) years, and requires a registered engineer to evaluate the roadway section and determine no significant changes in roadway or traffic conditions have occurred, including, but not limited to changes in adjoining property or land use, roadway width, or traffic volume.
Traffic Engineering staff has reviewed the data for 95 engineering and traffic surveys completed this year and have prepared recommended speed limits. An engineering survey includes such factors as collision rates, sight distances, roadway conditions, roadway design, free-flow speed, land use, pedestrian safety, and bicycle safety. The traffic speed surveys are conducted in a routine manner every several years when the existing surveys are due to expire.
On July 13, 2021, Council adopted Ordinance No. 3732-C.S. to extend and update nonschool zone speed limits.
On February 14, 2023, Council adopted Ordinance No. 3759-C.S. to extend and update school zone speed limits.
On January 14, 2025, Council adopted Ordinance No. 3789-C.S. to renew, extend and update school and non-school zone speed limits.
This ordinance amendment will establish Safety Corridors, new prima facie speed limits, new school zone speed limits, and clarify items in the last update.
On April 7, 2026, by Resolution No. 2026-93, City Council adopted Modesto Safe Streets and Roads (SS4A) for All Action Plan. One of the short-range implementation measures identified in the plan is the implementation of Safety Corridors. Authorized by California Assembly Bill 43 (AB 43) in 2021, the bill allows jurisdictions to implement lower speed limits in limited areas where studies indicate higher concentrations of injury history. The SS4A plan identified a list of road segments for consideration to be designated as Safety Corridors based on collision data collected during the development of the SS4A Plan.
5 https://dot.ca.gov/-/media/dot-media/programs/safety-programs/documents/ca-mutcd/2026/2026-camutcd-2026- 7b-a11y.pdf
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Council Meeting, June 9, 2026
Ordinance Update Regarding Speed Limits
If Council chooses not to approve the proposed speed limit changes, the street sections identified in the ordinance will become non-radar enforceable speed limits. As a result, the Police Department will not be able to use radar to enforce these speed limits and school zones will maintain existing school speed limits.
FISCAL IMPACT:
There is no direct cost to the City for enforcing the speed limit. Officers can issue a citation for speed violations with a current and valid speed survey on file. Funds are budgeted in the existing Fiscal Year 2025-2026 Police Department account 1600.19552.53300 (Professional Services) to account for any administrative costs with the ordinance update.
COMMITTEE RECOMMENDATION:
On May 11, 2026, this item was considered by the Safety and Communities Committee, which recommended it to be forward to Council for approval.
CEQA/NEPA REQUIREMENTS:
This is not a project as defined by CEQA guidelines, Categorical Class III, Section 15303.
RECOMMENDED COUNCIL ACTION:
Staff Recommendations:
Motion introducing and waiving the first reading of an Ordinance amending Section 3-
2.1401.1 of Article 14 of Chapter 2 of Title 3 of the Modesto Municipal Code relating to speed limits.
Approved by:
Toby Wells, Director of Engineering
Services/City Engineer
Joseph P. Lopez, City Manager
Attachments:
1. Ordinance Speed Limits
2. MMC 3-2.1401.1 Redlines
3. Recommended Speed Limit Summary
4. Engineering and Traffic Survey Data – 1 and 2
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-1-
-C.S.
Effective: MONTH DAY, 2026
ORDINANCE NO. _____-C.S.
ORDINANCE AMENDING SECTION 3-2.1401.1 OF ARTICLE
14 OF CHAPTER 2 OF TITLE 3 OF THE MODESTO
MUNICIPAL CODE RELATING TO SPEED LIMITS
The Council of the City of Modesto does ordain as follows:
SECTION 1. AMENDMENT OF CODE. Section3-2.1401.1 of the Modesto Municipal Code is amended to read as follows:
3-2.1401.1. CHANGE IN SPEED LIMITS SET BY STATE LAW: FOR
PURPOSE OF ENFORCEMENT USING RADAR OR OTHER
ELECTRONIC DEVICE.
By authority of, and upon the basis of engineering and traffic surveys conducted pursuant to Vehicle Code and the Traffic Manual of the Department of Transportation, it is determined that the prima facie speed limits which follow would facilitate the orderly movement of vehicular traffic and would be reasonable and safe.
NAME OF STREET OR DECLARED PRIMA DATE
PORTION AFFECTED FACIE SPEED LIMIT SURVEYED
BANGS AVENUE, between Dale
Road and McHenry Avenue 45 miles per hour August 21, 2025 BELHARBOUR DRIVE, between
Roselle Avenue and Floyd Avenue 25 miles per hour August 27, 2025 BEYER PARK DRIVE, between
Inspiration Drive and Sylvan
Meadows Drive 25 miles per hour August 20, 2025
BLUE BIRD DRIVE, between
Pelandale Avenue and Vintage Drive 25 miles per hour August 14, 2025 BLUE GUM AVENUE, between
Morse Road and Carpenter Road
*ES14 40 miles per hour December 27, 2019
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-2-
-C.S.
Effective: MONTH DAY , 2026
BODEM STREET, between
Lucern Avenue and Scenic Drive 25 miles per hour August 19, 2025 BOWEN AVENUE, between
Geneva Drive and McHenry Avenue 25 miles per hour August 20, 2025 BRIDGEWOOD WAY, between
Palmwood Drive and Oakdale Road 25 miles per hour August 21, 2025 BRIGGSMORE AVENUE, between
Claus Road and Santa Fe Railroad
Tracks 50 miles per hour August 27, 2025
BRIGGSMORE AVENUE, between
Coffee Road and Oakdale Road 50 miles per hour September 18, 2024
BRIGGSMORE AVENUE,
between McHenry Avenue and
Coffee Road 45 miles per hour September 18, 2024
BRIGGSMORE AVENUE,
Between Oakdale Road and
Claus Road 50 miles per hour September 18, 2024
BRIGGSMORE AVENUE, between
Prescott Road and Tully Road 45 miles per hour September 18, 2024 BRIGGSMORE AVENUE, between
Tully Road and McHenry Avenue 45 miles per hour September 18, 2024 BRIGHTON AVENUE, between
Coffee Road and Scenic Drive 25 miles per hour August 26, 2025 BURNEY STREET, between
Downey Avenue and G Street 25 miles per hour August 19, 2025 CALIFORNIA AVENUE, between
Carpenter Road and Martin
Luther King Drive 30 miles per hour August 19, 2025
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-3-
-C.S.
Effective: MONTH DAY , 2026
CAPISTRANO DRIVE, between
Pamplona Way to End 25 miles per hour August 19, 2025
CARPENTER ROAD, between Blue
Gum Avenue and Woodland
Avenue *ES14 40 miles per hour December 27, 2019
CARPENTER ROAD, between
Woodland Avenue and Maze
Boulevard 40 miles per hour September 18, 2024
CARPENTER ROAD, between Maze
Boulevard and Paradise Road *ES14 50 miles per hour December 20, 2019 CARVER ROAD, between Bangs
Avenue and Standiford Avenue 30 miles per hour August 20, 2025 CARVER ROAD, between Standiford
Avenue and Briggsmore Avenue 30 miles per hour August 20, 2025 CARVER ROAD, between
Briggsmore Avenue and
9 th Street 30 miles per hour August 21, 2025
CELESTE DRIVE, between Coffee
Road and Oakdale Road 30 miles per hour August 27, 2025 CHEYENNE WAY, between Marsala
Way and Carver Road 25 miles per hour August 21, 2025
CLARATINA AVENUE, between
McHenry Avenue and Oakdale Road
*ES14 50 miles per hour August 6, 2018
CLAUS ROAD, between Sylvan
Avenue and Briggsmore Avenue 50 miles per hour August 27, 2025 CLAUS ROAD, between Briggsmore
Avenue and Scenic Drive *ES14 45 miles per hour December 19, 2019 #5..
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-4-
-C.S.
Effective: MONTH DAY , 2026
CLAUS ROAD, between Scenic Drive
and Yosemite Boulevard 45 miles per hour September 18, 2024 COFFEE ROAD, between Claratina
Avenue and Sylvan Avenue 35 miles per hour August 20, 2025 COFFEE ROAD, between Sylvan
Avenue and Briggsmore Avenue
*ES14 35 miles per hour December 20, 2019
COFFEE ROAD, between Briggsmore
Avenue and Scenic Drive *ES14 35 miles per hour December 20, 2019 COLLEGE AVENUE, between Bowen
Avenue and Briggsmore Avenue
*ES14 35 miles per hour September 29, 2015
COLLEGE AVENUE, between
Briggsmore Avenue and Needham
Street 30 miles per hour August 27, 2025
CONANT AVENUE, between
Veneman Avenue and Sisk Road 25 miles per hour August 20, 2025 CREEKWOOD DRIVE, between
Claus Road and Yosemite
Boulevard *ES14 30 miles per hour December 27, 2019
CROWS LANDING ROAD, between
7th Street and Hatch Road 35 miles per hour August 14, 2025 CROWS LANDING ROAD, between
Hatch Road and Whitmore Avenue 35 miles per hour December 20, 2019 *ES14
DALE ROAD, between Bangs
Avenue and Kiernan Avenue*ES10 40 miles per hour December 20, 2011 DALE ROAD, between Bangs
Avenue and Snyder Avenue*ES10 35 miles per hour February 1, 2012 #5..
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-5-
-C.S.
Effective: MONTH DAY , 2026
DALE ROAD, between Pelandale
Avenue and Standiford Avenue 40 miles per hour August 14, 2025 DERMOND ROAD, between Belharbour
Drive and Merle Avenue 25 miles per hour August 27, 2025 EASTRIDGE DRIVE, between
Orangeburg Avenue and Scenic
Drive *ES14 30 miles per hour December 29, 2019
EL VISTA AVENUE, between Scenic
Drive and Yosemite Boulevard 40 miles per hour September 18, 2024 ENCINA AVENUE, between N Santa
Rosa Avenue and N Riverside Drive 25 miles per hour August 20, 2025 EMERALD AVENUE, between Maze
Boulevard and California Avenue 35 miles per hour December 20, 2019 *ES14
EVERGREEN AVENUE, between
Orangeburg Avenue and
Carver Road 30 miles per hour August 21, 2025
FINE AVENUE, between
Esta Avenue and Merle Avenue 30 miles per hour August 27, 2025 FLOYD AVENUE, between McHenry
Avenue and Oakdale Road 25 miles per hour August 21, 2025 FLOYD AVENUE, between Oakdale
Road and Roselle Avenue 35 miles per hour September 18, 2024 #5..
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-6-
-C.S.
Effective: MONTH DAY , 2026
FLOYD AVENUE, between Roselle
Avenue and Claus Road 40 miles per hour September 18, 2024 G STREET, between 9th Street and
Burney Street *ES14 25 miles per hour August 7, 2018
G STREET, between 1st Street and
9 th Street 25 miles per hour August 13, 2025
E. GLENN AVENUE, between Crows
Landing Road and Reliance Street 25 miles per hour August 19, 2025 GRANGER AVENUE, between Tully
Road and McHenry Avenue 35 miles per hour December 27, 2019 *ES14
GRANGER AVENUE, between
McHenry Avenue and
Sunrise Avenue 35 miles per hour December 27, 2019
*ES14
H STREET, between 1st Street
And 9th street 25 miles per hour August 21, 2025
H STREET, between 9th Street
and Burney Street *ES14 25 miles per hour August 26, 2025 HASHEM DRIVE, between Sylvan
Avenue and Oakdale Road 30 miles per hour August 27, 2025 HATCH ROAD, between Carpenter
Road and Dallas Street 45 miles per hour August 20, 2025 HILLGLENN AVENUE, between
La Force Drive and Roselle Avenue 25 miles per hour August 28, 2025 JEFFERSON STREET, between
Linden Street and Paradise Road 25 miles per hour August 13, 2025 KANSAS AVENUE, between Morse
Road and Rosemore Avenue *ES10 40 miles per hour March 30, 2015 #5..
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-7-
-C.S.
Effective: MONTH DAY , 2026
KANSAS AVENUE, between
Rosemore Avenue and Carpenter
Road *ES14 35 miles per hour December 20, 2019
KANSAS AVENUE, between
Carpenter Road and
Emerald Avenue *ES14 35 miles per hour December 20, 2019 KANSAS AVENUE, between Emerald
Avenue and Franklin Street*ES10 30 miles per hour December 20, 2011 KODIAK DRIVE, between La Force
Drive and Fine Avenue 25 miles per hour August 27, 2025 LA LOMA AVENUE, between Burney
Street and Yosemite Boulevard 30 miles per hour September 18, 2024 LAKEWOOD AVENUE, between
Briggsmore Avenue and
Scenic Drive *ES14 40 miles per hour December 20, 2019
LILLIAN DRIVE, between
E Orangeburg Avenue and
Scenic Drive 25 miles per hour August 26, 2025
LINCOLN AVENUE, between Dry
Creek and Yosemite Boulevard 35 miles per hour August 20, 2025 LINCOLN OAK DRIVE, between
Kodiak Drive and Merle Avenue 25 miles per hour August 27, 2025 LITT ROAD, between City Limit
and Kodiak Drive 30 miles per hour August 27, 2025
MABLE AVENUE, between Coffee
Road and Oakdale Road 30 miles per hour August 20, 2025 MAID MARIANE LANE, between
Sharon Avenue and Merle Avenue 25 miles per hour August 28, 2025 MANOR OAK DRIVE, between
Oakdale Road and Lincoln Oak Drive 25 miles per hour August 28, 2025 #5..
- 55 -
-8-
-C.S.
Effective: MONTH DAY , 2026
MARTIN LUTHER KING DRIVE,
between Maze Boulevard and
Paradise Road 25 miles per hour August 20, 2025
MARTIN LUTHER KING DRIVE,
Between Maze Boulevard and
Elm Avenue 25 miles per hour August 13, 2025
MCCLURE ROAD, between Dry
Creek Drive and Yosemite Ave 25 miles per hour August 20, 2025 MERLE AVENUE, between Oakdale
Road and Roselle Avenue 30 miles per hour August 28, 2025 MERLE AVENUE, between Roselle
Avenue and Claus Road *ES14 35 miles per hour December 20, 2019 MILLBROOK AVENUE, between
Sylvan Avenue and Floyd Avenue 25 miles per hour August 27, 2025 MILLER AVENUE, between La Loma
Avenue and El Vista Avenue *ES14 35 miles per hour December 27, 2019 MITCHELL ROAD, between Finch
Road and the southerly City limits 50 miles per hour December 29, 2011 *ES10
MORRIS AVENUE, between McHenry
Avenue and Coffee Road 30 miles per hour August 21, 2025 MORSE ROAD, between Blue Gum
Avenue and Kansas Avenue 40 miles per hour August 20, 2025 MT. VERNON DRIVE, between
Prescott Road and College Avenue 30 miles per hour August 20, 2025 NEECE DRIVE, between Tuolumne
Boulevard and Rouse Avenue 30 miles per hour August 19, 2025 #5..
- 56 -
-9-
-C.S.
Effective: MONTH DAY , 2026
NEEDHAM STREET, between College
Avenue and L Street 35 miles per hour August 20, 2025
NORWEGIAN AVENUE, between
McHenry Avenue and Coffee Road 35 miles per hour December 20, 2019 *ES14
OAKDALE ROAD, between
Mable Road and 45 miles per hour January 8, 2020
Sylvan Avenue *ES14
OAKDALE ROAD, between Sylvan
Avenue and Briggsmore Avenue 45 miles per hour August 28, 2025 OAKDALE ROAD, between
Briggsmore Avenue and
Scenic Drive 40 miles per hour September 18, 2024
ORANGEBURG AVENUE, between
Briggsmore Avenue and
Martin Avenue 35 miles per hour September 18, 2024
ORANGEBURG AVENUE, between
Martin Avenue and McHenry
Avenue 35 miles per hour September 18, 2024
ORANGEBURG AVENUE, between
McHenry Avenue and Coffee Road 40 miles per hour September 18, 2024 ORANGEBURG AVENUE, between
Coffee Road and Oakdale Road 35 miles per hour September 18, 2024 ORANGEBURG AVENUE, between
Oakdale Road and Lakewood
Avenue 35 miles per hour September 18, 2024
ORANGEBURG AVENUE, between
Lakewood Avenue and Held Drive 35 miles per hour August 27, 2025 #5..
- 57 -
-10-
-C.S.
Effective: MONTH DAY , 2026
PALMWOOD DRIVE, between
Sylvan Meadows Drive and
Sylvan Avenue 25 miles per hour August 21, 2025
PARADISE ROAD, between
Carpenter Road and Martin
Luther King Drive 30 miles per hour August 14, 2025
PARADISE ROAD, between
Martin Luther King Drive and
First Street 30 miles per hour August 14, 2025
PARKER ROAD, between
Santa Fe and Church Street *ES14 50 miles per hour December 19, 2019 PELANDALE AVENUE, between
Sisk Road and Dale Road 50 miles per hour September 18, 2024 PELANDALE AVENUE, between
Dale Road and McHenry Avenue 55 miles per hour August 20, 2025 PENNY LANE, between Capistrano
Drive and McClure Road 25 miles per hour August 20, 2025 PLAZA PARKWAY, between
Sisk Road to Prescott Road 30 miles per hour August 28, 2025 POUST ROAD, between
Blue Gum Avenue and
Woodland Avenue 25 miles per hour August 28, 2025
PRESCOTT ROAD, between Bangs
Avenue and Standiford Avenue 40 miles per hour August 21, 2025 PRESCOTT ROAD, between
Standiford Avenue and
Rumble Road 40 miles per hour September 17, 2024
PRESCOTT ROAD, between Rumble
Road and Briggsmore Avenue 35 miles per hour September 18, 2024 #5..
- 58 -
-11-
-C.S.
Effective: MONTH DAY , 2026
RIVERSIDE DRIVE, between
Edgebrook Drive and Yosemite
Boulevard 25 miles per hour August 20, 2025
ROSE AVENUE, between Floyd
Avenue and Briggsmore Avenue 30 miles per hour August 27, 2025 ROSE AVENUE, between
Briggsmore Avenue and
Scenic Drive 30 miles per hour August 26, 2025
ROSEBURG AVENUE, between
Carver Road and McHenry Avenue 30 miles per hour August 27, 2025 ROSEBURG AVENUE, between
McHenry Avenue and
Sunrise Avenue *ES14 30 miles per hour December 27, 2019 ROSELLE AVENUE, between Sylvan
Avenue and Floyd Avenue *ES14 45 miles per hour December 27, 2019 ROSELLE AVENUE, between Floyd
Avenue and Briggsmore Avenue 45 miles per hour December 27, 2019 *ES14
ROSEMORE AVENUE, between
Blue Gum Avenue and
Kansas Avenue 30 miles per hour August 27, 2025
ROUSE AVENUE, between
Colorado Avenue and
Neece Drive *ES14 30 miles per hour December 20, 2019
RUMBLE ROAD, between Sisk
Road and Conant Avenue *ES14 30 miles per hour August 7, 2018 RUMBLE ROAD, between Conant
Avenue and Tully Road *ES14 30 miles per hour December 27, 2019 RUMBLE ROAD, between Tully
Road and McHenry Avenue 30 miles per hour December 27, 2019 *ES14
#5..
- 59 -
-12-
-C.S.
Effective: MONTH DAY , 2026
RUMBLE ROAD, between McHenry
Avenue and Hashem Drive 25 miles per hour August 28, 2025 SANTA CRUZ AVENUE, between
Yosemite Boulevard and
Legion Park Drive *ES14 30 miles per hour December 27, 2019 SCENIC DRIVE, between Burney
Street and Coffee Road 30 miles per hour September 18, 2024 SCENIC DRIVE, between Coffee
Road and Oakdale Road 40 miles per hour September 18, 2024 SCENIC DRIVE, between Oakdale
Road and Lakewood Avenue *ES14 40 miles per hour December 20, 2019 SCENIC DRIVE, between Lakewood
Avenue and Lillian Drive 40 miles per hour September 18, 2024 SCENIC DRIVE, between Lillian
Drive and Claus Road 40 miles per hour September 18, 2024 SHARON AVENUE, between Millbrook
Avenue and Fine Avenue 25 miles per hour August 28, 2025 SIERRA DRIVE, between G Street
and 7th Street *ES14 30 miles per hour December 27, 2019 SISK ROAD, between Pelandale
Avenue and Standiford Avenue 40 miles per hour August 14, 2025 SISK ROAD, between Standiford
Avenue and Briggsmore Avenue 40 miles per hour August 14, 2025 SNYDER AVENUE, between
Blue Bird Drive and Prescott Road 30 miles per hour August 14, 2025 SNYDER AVENUE, between
Prescott Road and Tully Road 30 miles per hour August 20, 2025 #5..
- 60 -
-13-
-C.S.
Effective: MONTH DAY , 2026
SONOMA AVENUE, between
Orangeburg Avenue and
Scenic Drive 25 miles per hour August 25, 2025
STANDIFORD AVENUE, between
Sisk Road and Prescott Road *ES14 45 miles per hour December 20, 2019 STANDIFORD AVENUE, between
Prescott Road and Tully Road *ES14 40 miles per hour December 20, 2019 STANDIFORD AVENUE, between
Tully Road and McHenry Avenue 40 miles per hour December 20, 2019 *ES14
SUNRISE AVENUE, between
Floyd Avenue and Lucern Avenue
*ES14 30 miles per hour December 20, 2019
SUTTER AVENUE, between Paradise
Road and Robertson Road *ES14 30 miles per hour December 20, 2019 SYLVAN AVENUE, between
McHenry Avenue and Coffee Road 45 miles per hour December 20, 2019 *ES14
SYLVAN AVENUE, between Coffee
Road and Oakdale Road *ES14 45 miles per hour December 20, 2019 SYLVAN AVENUE, between Oakdale
Road and Roselle Avenue *ES14 50 miles per hour December 19, 2019 SYLVAN AVENUE, between
Roselle Avenue and Claus Road 45 miles per hour August 27, 2025 SYLVAN MEADOWS DRIVE, between
Dragoo Park Drive and Palmwood
Drive 25 miles per hour August 21, 2025
TEMESCAL DRIVE, between
Kodiak Drive and Merle Avenue 25 miles per hour August 27, 2025 #5..
- 61 -
-14-
-C.S.
Effective: MONTH DAY , 2026
TENAYA DRIVE, between Empire
Avenue and the easterly city limit
on Tenaya Drive *ES10 30 miles per hour December 29, 2011 TIOGA DRIVE, between Conejo
Avenue and Legion Park Drive 30 miles per hour August 21, 2025 TULLY ROAD, between Bangs
Avenue and Standiford Avenue 40 miles per hour August 21, 2025 TULLY ROAD, between Standiford
Avenue and Briggsmore Avenue 35 miles per hour September 18, 2024 TULLY ROAD, between Briggsmore
Avenue and Coldwell Avenue 35 miles per hour September 18, 2024 TULLY ROAD, between Coldwell
Avenue and 9th Street 35 miles per hour September 18, 2024
TUOLUMNE BOULEVARD,
between Paradise Road and
7th Street *ES14 40 miles per hour December 20, 2019
UNION AVENUE, between Tully
Road and McHenry Avenue 30 miles per hour August 28, 2025 VENEMAN AVENUE, between Dale
Road and Synder Avenue 25 miles per hour August 21, 2025 VIRGINIA AVENUE, between
Roseburg Avenue and Needham
Street 30 miles per hour August 21, 2025
WASHINGTON STREET, between
Maze Boulevard and First Street 25 miles per hour August 13, 2025 WHITMORE AVENUE, between
Ustick Road and Crows
Landing Road *ES14 45 miles per hour December 27, 2019
#5..
- 62 -
-15-
-C.S.
Effective: MONTH DAY , 2026
WHITMORE AVENUE, between
Crows Landing Road and
Morgan Road *ES14 45 miles per hour December 27, 2019
WOODLAND AVENUE, between
Morse Road and Carpenter Road 35 miles per hour January 2, 2020 *ES14
WOODLAND AVENUE, between
Carpenter Road and 9th Street 35 miles per hour August 27, 2025 WOODROW AVENUE, between
Tully Road and McHenry Avenue 30 miles per hour August 28, 2025 WOOD SORREL DRIVE, between
Sylvan Avenue and Hillglen Avenue 25 miles per hour August 28, 2025 WYLIE DRIVE, between Brighton
Avenue and Oakdale Road 25 miles per hour August 26, 2025 5TH STREET, between L Street
and Sierra Drive *ES14 35 miles per hour December 20, 2019 6TH STREET, between M Street
and Sierra Drive *ES10 30 miles per hour February 26, 2015 7TH STREET BRIDGE, between
B Street and River Road 25 miles per hour August 7, 2018 9TH STREET, between Carpenter
Road and Tully Road 40 miles per hour August 19, 2025
9TH STREET, between Tully Road
and L Street *ES14 35 miles per hour December 20, 2019
9TH STREET, between D Street
and Morton Boulevard *ES14 35 miles per hour December 30, 2019 #5..
- 63 -
-16-
-C.S.
Effective: MONTH DAY , 2026
SAFETY CORRIDORS
BODEM STREET, between Lucern Avenue and Scenic Drive
COFFEE ROAD, between Claratina Avenue and Sylvan Avenue COFFEE ROAD, between Sylvan Avenue and Briggsmore Avenue COFFEE ROAD, between Briggsmore Avenue and Scenic Drive CREEKWOOD DRIVE, between Claus Road and Yosemite Boulevard EL VISTA AVENUE, between Yosemite Avenue and Scenic Drive FLOYD AVENUE, between McHenry Avenue and Oakdale Road
MARTIN LUTHER KING DRIVE, between Elm Drive and Maze Boulevard MARTIN LUTHER KING DRIVE, between Maze Boulevard and Paradise Road ORANGEBURG AVENUE, between Briggsmore Avenue and Martin Avenue ORANGEBURG AVENUE, between Martin Avenue and McHenry Avenue RUMBLE ROAD, between Sisk Road and Conant Avenue
RUMBLE ROAD, between Conant Avenue and Tully Road
RUMBLE ROAD, between Tully Road and McHenry Avenue
RUMBLE ROAD, between McHenry Avenue and Hashem Drive
PRESCOTT ROAD, between Standiford Avenue and Rumble Road PRESCOTT ROAD, between Rumble Road and Briggsmore Avenue SCENIC DRIVE, between Burney Street and Coffee Road
SCENIC DRIVE, between Coffee Road and Oakdale Road
SCENIC DRIVE, between Oakdale Road and Lakewood Avenue
#5..
- 64 -
-17-
-C.S.
Effective: MONTH DAY , 2026
SCENIC DRIVE, between Lakewood Avenue and Lillian Drive SCENIC DRIVE, between Lillian Drive and Claus road
SUTTER AVENUE, between Paradise Road and Robertson Road TULLY ROAD, between Bangs Avenue and Standiford Avenue
TULLY ROAD, between Standiford Avenue and Briggsmore Avenue TULLY ROAD, between Briggsmore Avenue and Coldwell Avenue TULLY ROAD, between Coldwell Avenue and 9th Street
SCHOOL ZONE REDUCED SPEED LIMITS
ARDIA AVENUE, between N McClure Road
And Creekwood Drive 15 miles per hour
BEAR CUB LANE, between Kodiak Dr
and Hillglen Avenue 15 miles per hour
BOWEN AVENUE, between Fremont Avenue
and College Avenue 15 miles per hour
BOWIE AVENUE, between School Ave
and El Paso Ave 15 miles per hour
BRADY AVENUE, between Coldwell Ave
and Griswold Ave 15 miles per hour
BRIGHTON AVENUE, between Locke Road
And Wylie Drive 15 miles per hour
CALIFORNIA AVENUE, between
Champagne Lane and S. Emerald Ave 15 miles per hour
CAPISTRANO DRIVE, between Poppypatch Drive
And Penny Lane 15 miles per hour
#5..
- 65 -
-18-
-C.S.
Effective: MONTH DAY , 2026
CELESTE DRIVE, between Vera Cruz Drive
And Presidio Avenue 15 miles per hour
CHAPPARAL PLACE, between October Way
and Poust Road 15 miles per hour
CHEYENNE WAY, between Seminole Lane
and Agate Drive 15 miler per hour
COLDWELL AVENUE, between Brady Ave
and Enslen Ave 15 miles per hour
COLLEGE AVENUE, between Ulrich Avenue
And W. Orangeburg Avenue 15 miles per hour
COLFAX AVENUE, between Roble Avenue
And Encina Avenue 15 miles per hour
CONANT AVENUE, between Budd Street
and Southridge Drive 15 miles per hour
N. CONEJO AVENUE, between Haddon Ave
and Encina Ave 15 miles per hour
ELSIE STREET, between Hudson Lane
And Sutter Avenue 15 miles per hour
ENCINA AVENUE, between El Vista Avenue
And Colfax Avenue 15 miles per hour
ENCINA AVENUE, between North Conejo Ave
and Severin Ave 15 miles per hour
ENSLEN AVENUE, between Coldwell Ave
And Griswold Ave 15 miles per hour
ESCUELITA AVENUE, between North
Santa Ana Avenue and Las Palmas Avenue 15 miles per hour FINE AVENUE, between Landing Way
and Mallard Lane 15 miles per hour
#5..
- 66 -
-19-
-C.S.
Effective: MONTH DAY , 2026
FINE AVENUE, between Merle Avenue
And Banyan Tree Court 15 miles per hour
FLOYD AVENUE, between Langford Avenue
and Maxine Drive 15 miles per hour
GLENN AVENUE, between Las Vegas
Street and Rutherford Street 15 miles per hour
HAMMOND STREET, between Robertson
Road and Red Pine Drive 15 miles per hour
HUDSON LANE, between Northern Limit
And Elsie Street 15 miles per hour
JANET DRIVE, between Sheldon Drive
And Innsbrook Drive 15 miles per hour
JANNA AVENUE, between Blanche Street
And Trent Drive 15 miles per hour
KIDD AVENUE, between October Way
And Poust Road 15 miles per hour
KIRSCHEN DRIVE, between Crippen Avenue
And Pine Tree Lane 15 miles per hour
KODIAK DRIVE, between Litt Road
And Fine Avenue 15 miles per hour
KODIAK DRIVE, between Brookside Drive
and Temescal 15 miles per hour
LAS VEGAS STREET, between Butte
Avenue and Glenn Avenue 15 miles per hour
LILLIAN DRIVE, between E Orangeburg Avenue
And Laramie Drive 15 miles per hour
LUCERN AVENUE, between Coffee Road
and El Camino Avenue 15 miles per hour
#5..
- 67 -
-20-
-C.S.
Effective: MONTH DAY , 2026
MABLE AVENUE, between Tapestry Drive
And Palmwood Drive 15 miles per hour
MAID MARIANE LANE, between Friar Truck
Way and Sharon Avenue 15 miles per hour
N MCCLURE ROAD, between Mechalys Way
And Ardia Avenue 15 miles per hour
MECHALYS WAY, between N McClure Road
And Creekwood Drive 15 miles per hour
MERLE AVENUE, between Oakdale Road
And Woodcrest Way 15 miles per hour
MIDDLEBORO PLACE, between Eastridge Drive
And Lakewood Avenue 15 miles per hour
MONTEREY AVENUE, between Kerr
Avenue and Empire Avenue 15 miles per hour
MOUNT VERNON DRIVE, between Fay Avenue
And Earlmar Drive 15 miles per hour
NAPIER DRIVE, between Annapolis Avenue
And Woodrow Avenue 15 miles per hour
NORTHVIEW DRIVE, between Mable Avenue
And Sylvan Meadows Drive 15 miles per hour
PALMWOOD DRIVE, between Sylvan Meadows Drive
And Sylvan Avenue 15 miles per hour
PARADISE ROAD, between 1st Street
And Yosemite Avenue 15 miles per hour
PATTON DRIVE, between Shawnee Drive
And Warmerdam Lane 15 miles per hour
PEQUINO AVENUE, between Las Palmas
#5..
- 68 -
-21-
-C.S.
Effective: MONTH DAY , 2026
Avenue and N. Santa Ana Avenue 15 miles per hour
POUST AVENUE, between Sussex Place
And Scandia Court 15 miles per hour
ROSINA AVENUE, between Haddon Avenue
And Encina Avenue 15 miles per hour
ROBERTSON ROAD, between Pine Tree Lane
and Hammond Street 15 miles per hour
ROBLE AVENUE, between El Vista Avenue
And Colfax Avenue 15 miles per hour
ROSE AVENUE, between Crestview Drive
And Wylie Drive 15 miles per hour
E. RUMBLE ROAD, between Niabell Place
And Hampshire Lane 15 miles per hour
W. RUMBLE ROAD, between Conant
Avenue and Holiday Lane 15 miles per hour
W. RUMBLE ROAD, between Napier Drive
And Tully Road 15 miles per hour
WYLIE DRIVE, between Muirswood Way
and Orchid Avenue 15 miles per hour
N. SANTA ANA AVENUE, between La Loma
Avenue and Yosemite Boulevard 15 miles per hour
SCHOOL AVENUE, between Crows Landing
Road and Bowie Avenue 15 miles per hour
SHARON AVENUE, between Maid Mariane
Lane and Fine Avenue 15 miles per hour
SHAWNEE DRIVE, between Cheyenne Way
and Patton Drive 15 miles per hour
SHELDON DRIVE, between Carver Road
#5..
- 69 -
-22-
-C.S.
Effective: MONTH DAY , 2026
And Pembroke Drive 15 miles per hour
SONOMA AVENUE, between East Orangeburg
Avenue and Laramie Drive 15 miles per hour
SUNRISE AVENUE, between East Granger
Avenue and East Orangeburg Avenue 15 miles per hour
SUNRISE AVENUE, between Tokay Avenue
And Charles Avenue 15 miles per hour
SUTTER AVENUE, between Rouse Avenue
and Chicago Avenue 15 miles per hour
TERESA STREET, between Seasons Way
and Grape Avenue 15 miles per hour
TOKAY AVENUE, between O’Farrel Avenue
And La Cienega Drive 15 miles per hour
VERA CRUZ DRIVE, between Ensenada Drive
and Celeste Drive 15 miles per hour
WARM SPRINGS DRIVE, between Eastport
Drive and Mercer Drive 15 miles per hour
WISDOM WAY, between Merle Avenue
and Southern Limit 15 miles per hour
WOODROW AVENUE, between Colonial Drive
And Fremont Street 15 miles per hour
WOODROW AVENUE, between Colonial Drive
And Load Avenue 25 miles per hour
(Extension)
WOODROW AVENUE, between Tully
Road and Lord Avenue 15 miles per hour
*EXTEND SURVEY (ES) 7, 14 years per California Vehicle Code section 40802. #5..
- 70 -
-23-
-C.S.
Effective: MONTH DAY , 2026
SECTION 2. SEVERABILITY . If any provision of this Ordinance or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this Ordinance, which can be given effect without the invalid provision or application, and to this end, the provisions of this Ordinance are severable. This City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any particular portion thereof and intends that the invalid portions should be severed and the balance of the Ordinance be enforced.
SECTION 3. EFFECTIVE DATE. This ordinance shall go into effect and be in full force and operation from and after thirty (30) days after its final passage and adoption.
SECTION 4. SAVINGS. The provisions of this ordinance shall not affect any proceedings, suit or prosecution heretofore or hereafter commenced under the provisions of the Municipal Code as they existed prior to the effective date of this ordinance. No offense committed and no liability, penalty or forfeiture, either civilly or criminally incurred under the provisions of the Municipal Code as they existed prior to the effective date of this ordinance shall be discharged or affected by the adoption of this ordinance; but prosecutions and suits for such offenses, liabilities, penalties or forfeitures shall be instituted or proceeded with in all respects as if this ordinance had not been adopted.
SECTION 5. PUBLICATION. At least two (2) days prior to its final adoption, copies of this ordinance shall be posted in at least three (3) prominent and distinct locations in the City; and a notice shall be published once in The Modesto Bee, the official newspaper of the City of Modesto, setting forth the title of this ordinance, the date of its introduction and the places where this ordinance is posted.
#5..
- 71 -
-24-
-C.S.
Effective: MONTH DAY , 2026
The foregoing ordinance was introduced at a regular meeting of the Council of the City of Modesto held on the XXth day of MONTH, 2026, by Councilmember who moved its introduction and passage to print, which motion being duly seconded by Councilmember, was upon roll call carried and ordered printed and published by the following vote:
AYES: Councilmembers:
NOES: Councilmembers: None
ABSENT: Councilmembers: None
APPROVED: ___________________________
SUE ZWAHLEN, Mayor
ATTEST:
By: ________
DIANE NAYARES-PEREZ, CMC, City Clerk
(SEAL)
APPROVED AS TO FORM:
By: ________
JOSE M. SANCHEZ, City Attorney
#5..
- 72 -
-25-
-C.S.
Effective: MONTH DAY , 2026
Ord. No. -C.S.
FINAL ADOPTION CLAUSE
The foregoing ordinance, having been published as required by the Charter of the City of Modesto, and coming on for final consideration at the regular meeting of the Council of the City of Modesto held on the _____ day of MONTH, 2026, Councilmember, moved its final adoption, which motion being duly seconded by Councilmember, was upon roll call carried and the ordinance adopted by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:None
ABSENT: Councilmembers:None
APPROVED:
SUE ZWAHLEN, MAYOR
ATTEST:
DIANE NAYARES-PEREZ, CMC, City Clerk
Effective Date:
#5..
- 73 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
3-2.1401.1 Change in Speed Limits Set by State Law; For Purpose of Enforcement Using Radar or Other Electronic Device.
By authority of, and upon the basis of engineering and traffic surveys conducted pursuant to Vehicle Code and the Traffic Manual of the Department of Transportation, it is determined that the prima facie speed limits which follow would facilitate the orderly movement of vehicular traffic and would be reasonable and safe.
NAME OF STREET OR PORTION AFFECTED DECLARED
PRIMA FACIE
SPEED LIMIT
DATE
SURVEYED
BANGS AVENUE, between Dale Road and McHenry
Avenue *ES10
45 miles per
hour
February 1,
2012August 21,
2025
BELHARBOUR DRIVE, between Roselle Avenue and
Floyd Avenue
25 miles per
hour
August 27,
2025
BEYER PARK DRIVE, between Inspiration Drive and
Sylvan Meadows Drive
25 miles per
hour
August 20,
2025
BLUE BIRD DRIVE, between Pelandale Avenue and
Vintage Drive
25 miles per
hour
August 14,
2025
BLUE GUM AVENUE, between Morse Road and
Carpenter Road *ES147
40 miles per
hour
December 27,
2019
BODEM STREET, between Lucern Avenue and
Scenic Drive
25 miles per
hour
August 19,
2025
BOWEN STREET, between Geneva Drive and
McHenry Avenue
25 miles per
hours
dateAugust 20,
2025
BRIDGEWOOD WAY, between Palmwood Drive
and Oakdale Road
25 miles per
hour
dateAugust 21,
2025
BRIGGSMORE AVENUE, between Claus Road and
Santa Fe Railroad Tracks *ES10
45 miles per
hour 50 miles
per hour
December 22,
2011 August
27, 2025
BRIGGSMORE AVENUE, between Coffee Road and
Oakdale Road
50 miles per
hour
September 18,
2024
BRIGGSMORE AVENUE, between McHenry Avenue
and Coffee Road
45 miles per
hour
September 18,
2024
BRIGGSMORE AVENUE, Between Oakdale Road
and Claus Road
50 miles per
hour
September 18,
2024
BRIGGSMORE AVENUE, between Prescott Road
and Tully Road
45 miles per
hour
September 18,
2024
#5..
- 74 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
BRIGGSMORE AVENUE, between Tully Road and
McHenry Avenue
45 miles per
hour
September 18,
2024
BRIGHTON AVENUE, between Coffee Road and
Locke RoadScenic Drive *ES10
30 miles per
hour 25 miles
per hour
May 8, 2013
August 26,2025
BURNEY STREET, between Downey Avenue and G
Street
25 miles per
hour
August 19,
2025
CALIFORNIA AVENUE, between Carpenter Road
and Martin Luther King Drive *ES10
30 miles per
hour
January 17,
2013 August
19,2025
CAPISTRANO DRIVE, between Pamplona Way to
End
25 miles per
hour
August 19,
2025
CARPENTER ROAD, between Blue Gum Avenue
and Woodland Avenue *ES7*ES14
40 miles per
hour
December 27,
2019
CARPENTER ROAD, between Woodland Avenue
and Maze Boulevard
40 miles per
hour
September 18,
2024
CARPENTER ROAD, between Maze Boulevard and
Paradise Road *ES147
50 miles per
hour
December 20,
2019
CARVER ROAD, between Bangs Avenue and
Pelandale Avenue *ES10 Standiford Avenue
35 miles per
hour30 miles
per hour
December 22,
2011 August
20, 2025
CARVER ROAD, between Pelandale Avenue and
Brixton Lane
30 miles per
hour
September 18,
2024
CARVER ROAD, between Brixton LaneStandiford
Avenue and Briggsmore Avenue *ES10
30 miles per
hour
December 28,
2011 August
20, 2025
CARVER ROAD, between Briggsmore Avenue and
Orangeburg Avenue 9th Street
25 miles per
hour 30 miles
per hour
September 18,
2024 August
21, 2025
CARVER ROAD, between Orangeburg Avenue and
9th Street *ES10
30 miles per
hour
December 28,
2011
CELESTE DRIVE, between Coffee Road and Oakdale
Road *ES10
30 miles per
hour
May 8, 2013
August 27,
2025
CHEYENNE WAY, between Marsala Way and
Carver Road
25 miles per
hour
August 21,
2025
#5..
- 75 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
CLARATINA AVENUE, between Coffee Road
McHenry Avenue and Oakdale Road *ES14
55 miles per
hour 50 miles
per hour
August 6, 2018
CLAUS ROAD, between Sylvan Avenue and
Briggsmore Avenue *ES10
50 miles per
hour
January 26,
2012 August
27, 2025
CLAUS ROAD, between Briggsmore Avenue and
Scenic Drive *ES14*ES7
45 miles per
hour
December 19,
2019
CLAUS ROAD, between Scenic Drive and Yosemite
Boulevard
50 miles per
hour 45 miles
per hour
September 18,
2024
COFFEE ROAD, between Claratina Avenue and
Sylvan Avenue
40 miles per
hour 35 miles
per hour
August 6, 2018
20, 2025
COFFEE ROAD, between Sylvan Avenue and Floyd
Avenue *ES7Briggsmore Avenue *ES14
40 miles per
hour 35 miles
per hour
December 20,
2019
COFFEE ROAD, between Floyd Avenue and
Briggsmore Avenue *ES7
40 miles per
hour
December 20,
2019
COFFEE ROAD, between Briggsmore Avenue and
Scenic Drive *ES714
40 miles per
hour 35 miles
per hour
December 20,
2019
COLLEGE AVENUE, between Rumble Road and
Bowen Avenue *ES7
30 miles per
hour
December 20,
2019
COLLEGE AVENUE, between Bowen Avenue and
Princeton Avenue Briggsmore Avenue*ES10 14
35 miles per
hour 30 miles
per hour
September 29,
2015
COLLEGE AVENUE, between Princeton Avenue
Briggsmore Avenue and Needham Street Avenue
*ES10
25 miles per
hour 30 miles
per hour
September 29,
2015 August
27, 2025
CONANT AVENUE, between Veneman Avenue and
Sisk Road
25 miles per
hour
August 20,
2025
CREEKWOOD DRIVE, between Claus Road and
Yosemite Boulevard *ES147
305 miles per
hour
December 27,
2019
CROWS LANDING ROAD, between 7th Street and
Hatch Road *ES10
35 miles per
hour
May 8,
2013August 14,
2025
#5..
- 76 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
CROWS LANDING ROAD, between Hatch Road and
Whitmore Avenue *ES714
40 miles per
hour 35 miles
per hour
December 20,
2019
DALE ROAD, northbound and southbound,
between Bangs Avenue and Kiernan Avenue*ES10
40 miles per
hour
December 20,
2011
DALE ROAD, between Bangs Avenue and Snyder
Avenue*ES10
35 miles per
hour
February 1,
2012
DALE ROAD, between Snyder Avenue and
Veneman Avenue
35 miles per
hour
September 18,
2024
DALE ROAD, between Veneman Avenue Pelandale
Avenue and Standiford Avenue*ES10 4
30 miles per
hour
February 1,
2012August 14,
2025
DERMOND ROAD, between Belharbour Drive and
Merle Avenue
25 miles per
hour
August 27,
2025
EASTRIDGE DRIVE, between Orangeburg Avenue
and Scenic Drive *ES714
30 miles per
hour
December 29,
2019
EL VISTA AVENUE, between Scenic Drive and
Yosemite Boulevard
40 miles per
hour
September 18,
2024
ENCINA AVENUE, between N Santa Rosa Avenue
and N Riverside Drive
25 miles per
hour
August 20,
2025
EMERALD AVENUE, between Maze Boulevard and
California Avenue *ES714
35 miles per
hour
December 20,
2019
EVERGREEN AVENUE, between Orangeburg
Avenue and Carver Road *ES10
30 miles per
hour
February 22,
2012 August
21, 2025
FINE AVENUE, between Hillglen AvenueEsta
Avenue and Merle Avenue *ES10
30 miles per
hour
May 8, 2013
August 27,
2025
FLOYD AVENUE, between Coffee Road and
Oakdale Road*ES10
30 miles per
hour
February 23,
2012
FLOYD AVENUE, between McHenry Avenue and
Coffee Oakdale Road*ES10
30 miles per
hour 25 miles
per hour
February 24,
2012 August
21, 2025
FLOYD AVENUE, between Oakdale Road and
Roselle Avenue
35 miles per
hour
September 18,
2024
FLOYD AVENUE, between Roselle Avenue and
Claus Road
40 miles per
hour
September 18,
2024
#5..
- 77 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
G STREET, between 9th Street and 17th Street
Burney Street *ES14
25 miles per
hour
August 7, 2018
G STREET, between 1st Street and 9th Street 25 miles per hour
August 13xx,
2025
E. GLENN AVENUE, between Crows Landing and
Reliance Street
25 miles per
hour
August 19,
2025
GRANGER AVENUE, between Tully Road and
McHenry Avenue *ES147
35 miles per
hour
December 27,
2019
GRANGER AVENUE, between McHenry Avenue
and Sunrise Avenue *ES147
35 miles per
hour
December 27,
2019
H STREET, between 1st Street and 9th Street 25 miles per hour
August 21,
2025
H STREET, between 9th Street and 17th Street
*ES7Burney Street *ES14
25 miles per
hour
December 20,
2019August 26,
2025
HASHEM DRIVE, between Sylvan Avenue and
Oakdale Road *ES10
30 miles per
hour
April 23, 2012
August 27,
2025
HATCH ROAD, between Carpenter Road and Crows
Landing Road *ES10 Dallas Street
45 miles per
hour
February 15,
2012 August
20, 2025
HILLGLENN AVENUE, between LaForce Drive and
Roselle Avenue
25 miles per
hour
August 28,
2025
JEFFERSON STREET, between Maze Boulevard
Linden Street and Paradise Road *ES10
25 miles per
hour
March 25,
2015 August
13, 2025
KANSAS AVENUE, between Morse Road and
Rosemore Avenue *ES10
40 miles per
hour
March 30,
2015
KANSAS AVENUE, between Rosemore Avenue and
Carpenter Road *E14S7
35 miles per
hour
December 20,
2019
KANSAS AVENUE, between Carpenter Road and
Emerald Avenue *E14S7
35 miles per
hour
December 20,
2019
KANSAS AVENUE, between Emerald Avenue and
Franklin Street *ES10
30 miles per
hour
December 20,
2011
KODIAK DRIVE, between La Force Drive and
Roselle Avenue *ES10 Fine Avenue
30 miles per
hour 25 miles
per hour
May 8, 2013
August 27,
2025
#5..
- 78 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
LA LOMA AVENUE, between Burney Street and
Yosemite Boulevard
30 miles per
hour
September 18,
2024
LAKEWOOD AVENUE, between Briggsmore Avenue
and Scenic Drive *ES714
40 miles per
hour
December 20,
2019
LILLIAN DRIVE, between E Orangeburg Avenue and
Scenic Drive
25 miles per
hour
August 26,
2025
LINCOLN AVENUE, between Dry Creek and
Yosemite Boulevard
35 miles per
hour
September 18,
2024 August
20, 2025
LINCOLN OAK DRIVE, between Kodiak Drive and
Merle Avenue
25 miles per
hour
August 27,
2025
LITT ROAD, between City Limit and Kodiak Drive 30 miles per hour
August 27,
2025
MABLE AVENUE, between Coffee Road and
Oakdale Road *ES10
30 miles per
hour
March 21,
2012 August
20, 2025
MAID MARIANNE LANE, between Sharon Avenue
and Merle Avenue
25 miles per
hour
August 28,
2025
MANOR OAK DRIVE, between Oakdale Road and
Lincoln Oak Drive
25 miles per
hour
August 28,
2025
MARTIN LUTHER KING DRIVE, between Maze
Boulevard and Paradise Road *ES10
30 miles per
hour 25 miles
per hour
February 16,
2012 August
20, 2025
MARTIN LUTHER KING DRIVE, between Maze
Boulevard and Elm Avenue
25 miles per
hour
August 13,
2025
MCCLURE ROAD, between Dry Creek Drive and
Yosemite Ave *ES10
30 miles per
hour 25 miles
per hour
January 13,
2013 August
20, 2025
MERLE AVENUE, between Oakdale Road and
Roselle Avenue
30 miles per
hour
August 28,
2025
MERLE AVENUE, between Oakdale Road and
Roselle Avenue *ES10
30 miles per
hour
December 23,
2014
MERLE AVENUE, between Roselle Avenue and
Claus Road *ES14S7
35 miles per
hour
December 20,
2019
MILLBROOK AVENUE, between Sylvan Avenue and
Floyd Avenue *ES10
25 miles per
hour
January 10,
2013 August
27, 2025
#5..
- 79 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
MILLER AVENUE, between La Loma Avenue and El
Vista Avenue *ES147
35 miles per
hour
December 27,
2019
MITCHELL ROAD, between Finch Road and the
southerly City limits *ES10
50 miles per
hour
December 29,
2011
MORRIS AVENUE, between McHenry Avenue and
Coffee Road *ES10
30 miles per
hour
March 22,
2012 August
21, 2025
MORSE ROAD, between Blue Gum Avenue and
Kansas Avenue *ES10
40 miles per
hour
February 22,
2012 August
20, 2025
MT. VERNON DRIVE, between Prescott Road and
College Avenue *ES10
30 miles per
hour
February 3,
2010 August
20, 2025
NEECE DRIVE, between Tuolumne Boulevard and
Rouse Avenue *ES10
35 miles per
hour 30 miles
per hour
February 22,
2012 August
20, 2025
NEEDHAM STREET, between College Avenue 9th
Street and L Street *ES10
35 miles per
hour
March 6, 2012
August 20,
2025
NORWEGIAN AVENUE, between McHenry Avenue
and Coffee Road *ES14S7
35 miles per
hour
December 20,
2019
OAKDALE ROAD, between Mable Road and Sylvan
Avenue *ES147
45 miles per
hour
January 8,
2020
OAKDALE ROAD, between Sylvan Avenue and
Floyd Avenue *ES7Briggsmore Avenue
45 miles per
hour
January 8,
2020 August
28, 2025
OAKDALE ROAD, between Floyd Avenue and
Briggsmore Avenue *ES10
40 miles per
hour
February 3,
2015
OAKDALE ROAD, between Briggsmore Avenue and
Scenic Drive *ES7
40 miles per
hour
December 27,
2019
ORANGEBURG AVENUE, between Briggsmore
Avenue and Martin Avenue
35 miles per
hour
September 18,
2024
ORANGEBURG AVENUE, between Martin Avenue
and McHenry Avenue
35 miles per
hour
September 18,
2024
ORANGEBURG AVENUE, between McHenry
Avenue and Coffee Road
40 miles per
hour
September 18,
2024
ORANGEBURG AVENUE, between Coffee Road and
Oakdale Road
35 miles per
hour
September 18,
2024
#5..
- 80 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
ORANGEBURG AVENUE, between Oakdale Road
and Lakewood Avenue
35 miles per
hour
September 18,
2024
ORANGEBURG AVENUE, between Lakewood
Avenue and Held Drive Claus Road *ES10
35 miles per
hour
May 23, 2013
August 27,
2025
PALMWOOD DRIVE, between Sylvan Meadows
Drive and Sylvan Avenue
25 miles per
hour
August 21,
2025
PARADISE ROAD, between Carpenter Road and
Martin Luther King Drive *ES10
35 miles per
hour 30 miles
per hour
May 23, 2012
August 14,
2025
PARADISE ROAD, between Martin Luther King
Drive and First StreetWashington Street *ES10
30 miles per
hour
May 23, 2012
August 14,
2025
PARKER ROAD, between Santa Fe and Church
Street *ES14S7
50 miles per
hour
December 19,
2019
PELANDALE AVENUE, between Sisk Road and Dale
Road
50 miles per
hour
September 18,
2024
PELANDALE AVENUE, between Dale Road and
McHenry Avenue Prescott Avenue *ES7
50 miles per
hour 55 miles
per hour
December 20,
2019 August
20, 2025
PENNY LANE, between Capistrano Drive and
McClure Road
25 miles per
hour
August 20,
2025
PLAZA PARKWAY, between Sisk Road and Prescott
Road
30 miles per
hour
August 28,
2025
POUST ROAD, between Blue Gum Avenue and
Woodland Avenue
25 miles per
hour
August 28,
2025
PELANDALE AVENUE, between Prescott Avenue
and Carver Road *ES7
50 miles per
hour
December 20,
2019
PELANDALE AVENUE, between Carver Road and
Tully Road *ES7
50 miles per
hour
December 20,
2019
PELANDALE AVENUE, between Tully Road and
McHenry Avenue *ES7
50 miles per
hour
December 20,
2019
PRESCOTT ROAD, between BangsSnyder Avenue
and Standiford Avenue
35 miles per
hour 40 miles
per hour
September 28,
2018 August
21, 2025
PRESCOTT ROAD, between Standiford Avenue and
Rumble Road
40 miles per
hour
September 17,
2024
#5..
- 81 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
PRESCOTT ROAD, between Rumble Road and
Briggsmore Avenue
35 miles per
hour
September 18,
2024
RIVERSIDE DRIVE, between Edgebrook Drive and
Yosemite Boulevard *ES10
30 miles per
hour 25 miles
per hour
February 3,
2015 August
20, 2025
ROSE AVENUE, between Floyd Avenue and
Briggsmore Avenue
30 miles per
hour
September 28,
2018 August
27, 2025
ROSE AVENUE, between Briggsmore Avenue and
Scenic Drive
30 miles per
hour
September 28,
2018 August
26, 2025
ROSEBURG AVENUE, between Carver Road and
Tully Road McHenry Avenue
30 miles per
hour
September 14,
2016 August
27, 2025
ROSEBURG AVENUE, between Tully Road and
McHenry Avenue *ES7
30 miles per
hour
December 27,
2019
ROSEBURG AVENUE, between McHenry Avenue
and Sunrise Avenue *ES147
30 miles per
hour
December 27,
2019
ROSELLE AVENUE, between Sylvan Avenue and
Floyd Avenue *ES147
45 miles per
hour
December 27,
2019
ROSELLE AVENUE, between Floyd Avenue and
Briggsmore Avenue *ES147
45 miles per
hour
December 27,
2019
ROSEMORE AVENUE, between Blue Gum Avenue
and Kansas Avenue
30 miles per
hour
September 28,
2018 August
27, 2025
ROUSE AVENUE, between Colorado Avenue and
Neece Drive *ES147
30 miles per
hour
December 20,
2019
RUMBLE ROAD, between Sisk Road and Conant
Avenue *ES14
30 miles per
hour
August 7, 2018
RUMBLE ROAD, between Conant Avenue and Tully
Road *ES147
30 miles per
hour
December 27,
2019
RUMBLE ROAD, between Tully Road and McHenry
Avenue *ES147
30 miles per
hour
December 27,
2019
RUMBLE ROAD, between McHenry Avenue and
Hashem DriveCoffee Road *ES10
30 miles per
hour 25 miles
per hour
April 21, 2015
August 28,
2025
SANTA CRUZ AVENUE, between Yosemite
Boulevard and Legion Park Drive *ES147
30 miles per
hour
December 27,
2019
#5..
- 82 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
SCENIC DRIVE, between Burney Street and Coffee
Road
30 miles per
hour
September 18,
2024
SCENIC DRIVE, between Coffee Road and Oakdale
Road
40 miles per
hour
September 18,
2024
SCENIC DRIVE, between Oakdale Road and
Lakewood Avenue *ES147
45 miles per
hour 40 miles
per hour
December 20,
2019
SCENIC DRIVE, between Lakewood Avenue and
Lillian Drive
40 miles per
hour
September 18,
2024
SCENIC DRIVE, between Lillian Drive and Claus
Road
40 miles per
hour
September 18,
2024
SHARON AVENUE, between Millbrook Avenue and
Fine Avenue
25 miles per
hour
August 28,
2025
SIERRA DRIVE, between G Street and 7th Street
*ES147
30 miles per
hour
December 27,
2019
SISK ROAD, between Pelandale Avenue and
Standiford Avenue *ES10
40 miles per
hour
December 20,
2011 August
14, 2025
SISK ROAD, between Standiford Avenue and
Briggsmore Avenue *ES10
40 miles per
hour
December 20,
2011 August
14, 2025
SNYDER AVENUE, between Dale Road Blue Bird
Drive and Prescott Road *ES10
30 miles per
hour
March 25,
2015 August
14, 2025
SNYDER AVENUE, between Prescott Road and
Tully Road *ES10
30 miles per
hour
April 21, 2015
August 20,
2025
SONOMA AVENUE, between Orangeburg Avenue
and Scenic Drive
25 miles per
hour
August 25,
2025
STANDIFORD AVENUE, between Sisk Road and
Prescott Road *ES147
45 miles per
hour
December 20,
2019
STANDIFORD AVENUE, between Prescott Road and
Tully Road *ES147
40 miles per
hour
December 20,
2019
STANDIFORD AVENUE, between Tully Road and
McHenry Avenue *ES147
40 miles per
hour
December 20,
2019
SUNRISE AVENUE, between Floyd Avenue and
Lucern Avenue *ES147
30 miles per
hour
December 20,
2019
#5..
- 83 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
SUTTER AVENUE, between Paradise Road and
Robertson Road *ES147
30 miles per
hour
December 20,
2019
SYLVAN AVENUE, between McHenry Avenue and
Coffee Road *ES147
45 miles per
hour
December 20,
2019
SYLVAN AVENUE, between Coffee Road and
Oakdale Road *ES147
45 miles per
hour
December 20,
2019
SYLVAN AVENUE, between Oakdale Road and
Roselle Avenue *ES147
50 miles per
hour
December 19,
2019
SYLVAN AVENUE, between Roselle Avenue and
Claus Road *ES10
45 miles per
hour
January 8,
2015 August
27, 2025
SYLVAN MEADOWS DRIVE, between Dragoo Park
Drive and Coffee Road Palmwood Avenue*ES10
25 miles per
hour
August 21,
2025 2012
TEMESCAL DRIVE, between Kodiak Drive and
Merle Avenue
25 miles per
hour
August 27,
2025
TENAYA DRIVE, between Empire Avenue and the
easterly city limit on Tenaya Drive *ES10
30 miles per
hour
December 29,
2011
TIOGA DRIVE, between Conejo Avenue and Legion
Park Drive
30 miles per
hour
August 21,
2025
TULLY ROAD, between Bangs Avenue and
Standiford Avenue
45 miles per
hour 40 miles
per hour
August 6, 2018
August 21,
2025
TULLY ROAD, between Standiford Avenue and
Briggsmore Avenue
35 miles per
hour
September 18,
2024
TULLY ROAD, between Briggsmore Avenue and
Coldwell Avenue
35 miles per
hour
September 18,
2024
TULLY ROAD, between Coldwell Avenue and 9th
Street
35 miles per
hour
September 18,
2024
TUOLUMNE BOULEVARD, between Paradise Road
and 7th Street *ES147
40 miles per
hour
December 20,
2019
UNION AVENUE, between Tully Road and McHenry
Avenue
30 miles per
hour
August 7, 2018
28, 2025
VENEMAN AVENUE, between Dale Road and
Regency Park DriveSnyder Avenue
30 miles per
hour 25 miles
per hour
August 7, 2018
21,2025
VIRGINIA AVENUE, between Roseburg Avenue and
Needham Street *ES10
30 miles per
hour
December 11,
2010 August
21, 2025
#5..
- 84 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
WASHINGTON STREET, between Maze Boulevard
and First Street
25 miles per
hour
August 13,
2025
WHITMORE AVENUE, between Ustick Road and
Crows Landing Road *ES147
45 miles per
hour
December 27,
2019
WHITMORE AVENUE, between Crows Landing
Road and Morgan Road *ES147
45 miles per
hour
December 27,
2019
WOODLAND AVENUE, between Morse Road and
Carpenter Road *ES147
35 miles per
hour
January 2,
2020
WOODLAND AVENUE, between Carpenter Road
and 9th Street *ES10
30 miles per
hour 35 miles
per hour
March 25,
2015 August
27, 2025
WOODROW AVENUE, between Tully Road and
McHenry Avenue *ES10
30 miles per
hour
March 25,
2015 August
28, 2025
WOOD SORREL DRIVE, between Sylvan Avenue
and Hillglen Avenue
25 miles per
hour
August 28,
2025
WYLIE DRIVE, between Brighton Avenue and
Oakdale Road
25 miles per
hour
August 26,
2025
5TH STREET, between L Street and Sierra Drive
*ES147
35 miles per
hour
December 20,
2019
6TH STREET, between M Street and Sierra Drive
*ES10
30 miles per
hour
February 26,
2015
7TH STREET BRIDGE, between B Street and River
Road
25 miles per
hour
August 7, 2018
9TH STREET, between Carpenter Road and Tully
Road *ES7
45 miles per
hour 40 miles
per hour
December 20,
2019 August
19, 2025
9TH STREET, between Tully Road and L Street
*ES147
35 miles per
hour
December 20,
2019
9TH STREET, between D Street and Morton
Boulevard *ES14
35 miles per
hour
December 30,
2019
SAFETY CORRIDORS
#5..
- 85 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
NAME OF STREET OR PORTION AFFECTED
BODEM STREET, between Lucern Avenue and Scenic Drive
COFFEE ROAD, between Claratina Avenue and Sylvan Avenue COFFEE ROAD, between Sylvan Avenue and Briggsmore Avenue COFFEE ROAD, between Briggsmore Avenue and Scenic Drive CREEKWOOD DRIVE, between Claus Road and Yosemite Boulevard EL VISTA AVENUE, between Yosemite Avenue and Scenic Drive FLOYD AVENUE, between McHenry Avenue and Oakdale Road
MARTIN LUTHER KING DRIVE, between Elm Drive and Maze Boulevard MARTIN LUTHER KING DRIVE, between Maze Boulevard and Paradise Road ORANGEBURG AVENUE, between Briggsmore Avenue and Martin Boulevard ORANGEBURG AVENUE, between Martin Avenue and McHenry Avenue RUMBLE ROAD, between Sisk Road and Conant Avenue
RUMBLE ROAD, between Conant Avenue and Tully Road
RUMBLE ROAD, between Tully Road and McHenry Avenue
RUMBLE ROAD, between McHenry Avenue and Hashem Drive
PRESCOTT ROAD, between Standiford Avenue and Rumble Road PRESCOTT ROAD, between Rumble Road and Briggsmore Avenue SCENIC DRIVE, between Burney Street and Coffee Road
SCENIC DRIVE, between Coffee Road and Oakdale Road
SCENIC DRIVE, between Oakdale Road and Lakewood Avenue
SCENIC DRIVE, between Lakewood Avenue and Lillian Drive SCENIC DRIVE, between Lillian Drive and Claus Road
SUTTER AVENUE, between Paradise Road and Robertson Road TULLY ROAD, between Bangs Avenue and Standiford Avenue
TULLY ROAD, between Standiford Avenue and Briggsmore Avenue TULLY ROAD, between Briggsmore Avenue and Coldwell Avenue TULLY ROAD, between Coldwell Avenue and 9th Street
#5..
- 86 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
SCHOOL ZONE REDUCED SPEED LIMITS
NAME OF STREET OR PORTION AFFECTED DECLARED
PRIMA FACIE
SPEED LIMIT
ARDIA AVENUE, between N McClure Road and Creekwood Drive 15 miles per hour BEAR CUB LANE, between Kodiak Dr. and Hillglen Avenue 15 miles per hour BOWEN AVENUE, between Fremont Avenue and College
Avenue
15 miles per hour
BOWIE AVENUE, between School Avenue and El Paso Ave 15 miles per hour BRADY AVENUE, between Coldwell Avenue and Griswold
Avenue
15 miles per hour
BRIGHTON AVENUE, between Locke Road and Wylie Drive 15 miles per hour CAPISTRANO DRIVE, between Poppypatch Drive and Penny Lane 15 miles per hour CELESTE DRIVE, between Vera Cruz Drive and Presidio Avenue 15 miles per hour CHAPPARAL PLACE, between October Way and Poust Road 15 miles per hour CALIFORNIA AVENUE, between Champagne Lane and S.
Emerald Ave.
15 miles per hour
CHEYENNE WAY, between Seminole Lane and Agate Drive 15 miles per hour COLDWELL AVENUE, between Brady Avenue and Enslen Avenue 15 miles per hour COLLEGE AVENUE, between Ulrich Avenue and W. Orangeburg Avenue
15 miles per hour
COLFAX AVENUE, between Roble Avenue and Encina Avenue 15 miles per hour CONANT AVENUE, between Budd Street and Southridge Drive 15 miles per hour N. CONEJO AVENUE, between Haddon Avenue and Encina
Avenue
15 miles per hour
ELSIE STREET, between Hudson Lane and Sutter Avenue 15 miles per hour ENCINA AVENUE, between El Vista Avenue and Colfax Avenue 15 miles per hour ENCINA AVENUE, between North Conejo Ave and Severin
Avenue
15 miles per hour
ENSLEN AVENUE, between Coldwell Avenue and Griswold
Avenue
15 miles per hour
ESCUELITA AVENUE, between North Santa Ana Avenue and Las Palmas Avenue
15 miles per hour
FINE AVENUE, between Landing Way and Mallard Lane 15 miles per hour FINE AVENUE, between Merle Avenue and Banyan Tree Court 15 miles per hour FLOYD AVENUE, between Langford Avenue and Maxine Drive 15 miles per hour #5..
- 87 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
GLENN AVENUE, between Las Vegas Street and Rutherford
Street
15 miles per hour
HAMMOND STREET, between Robertson Road and Red Pine
Drive
15 miles per hour
HUDSON LANE, between Northern Limit and Elsie Street 15 miles per hour JANET DRIVE, between Sheldon Drive and Innsbrook Drive 15 miles per hour JANNA AVENUE, between Blanche Street and Trent Drive 15 miles per hour KIDD AVENUE, between October Way and Poust Road 15 miles per hour KIRSCHEN DRIVE, between Crippen Avenue and Pine Tree Lane 15 miles per hour KODIAK DRIVE, between Litt Road and Fine Avenue 15 miles per hour KODIAK DRIVE, between Brookside Lane and Temescal Drive 15 miles per hour LAS VEGAS STREET, between Butte Avenue and Glenn Avenue 15 miles per hour LILLIAN DRIVE, between E Orangeburg Avenue and Laramie
Drive
15 miles per hour
LUCERN AVENUE, between Coffee Road and El Camino Avenue 15 miles per hour MABLE AVENUE, between Tapestry Drive and Palmwood Drive 15 miles per hpour MAID MARIANE LANE, between Friar Tuck Way and Sharon
Avenue
15 miles per hour
N MCCLURE ROAD, between Mechalys Way and Ardia Avenue 15 miles per hour MECHALYS WAY, between N McMcClure Road and Creekwood
Drive
15 miles per hour
MERLE AVENUE, between Oakdale Road and Woodcrest Way 15 miles per hour MIDDLEBORO PLACE, between Eastridge Drive and Lakewood
Avenue
15 miles per hour
MIDDLEBORO PLACE, between Lakewood Ave. and Eastridge
Drive
15 miles per hour
MONTEREY AVENUE, between Kerr Avenue and Empire Avenue 15 miles per hour NAPIER DRIVE, between Annapolis Avenue and Woodrow
Avenue
15 miles per hour
MOUNT VERNON DRIVE, between Fay Avenue and Earlmar
Drive
15 miles per hour
NORTHVIEW DRIVE, between Mable Avenue and Sylvan
Meadows Drive
15 miles per hour
PALMWOOD DRIVE, between Sylvan Meadows Drive and Sylvan Avenue
15 miles per hour
PARADISE ROAD, between 1st Street and Yosemite Avenue 15 miles per hour PATTON DRIVE, between Shawnee Drive and Warmerdam Lane 15 miles per hour #5..
- 88 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
PEQUINO AVENUE, between Las Palmas Avenue and N. Santa
Ana Avenue
15 miles per hour
POUST AVENUE, between Sussex Place and Scandia Court 15 miles per hour ROSINA AVENUE, between Haddon Avenue and Encina Avenue 15 miles per hour ROBERTSON ROAD, between Pine Tree Lane and Hammond
Street
15 miles per hour
ROBLE AVENUE, between El Vista Avenue and Colfax Avenue 15 miles per hour ROSE AVENUE, between Crestview Drive and Wylie Drive 15 miles per hour EAST RUMBLE ROAD, between Niabell Place and Hampshire
Lane
15 miles per hour
W. RUMBLE ROAD, between Conant Avenue and Boardwalk 15 miles per hour W. RUMBLE ROAD, between Ashland Way and Holiday Lane 15 miles per hour W. RUMBLE ROAD, between Napier Drive and Tully Road 15 miles per hour WYLIE DRIVE, between Muirswood Way and Orchid Avenue 15 miles per hour N. SANTA ANA AVENUE, between La Loma Avenue and
Yosemite Boulevard
15 miles per hour
SCHOOL AVENUE, between Crows Landing Road and Bowie
Avenue
15 miles per hour
SHARON AVENUE, between Maid Mariane Lane and Fine
Avenue
15 miles per hour
SHAWNEE DRIVE, between Cheyenne Way and Patton Drive 15 miles per hour SHELDON DRIVE, between Carver Road and Pembroke Drive 15 miles per hour SONOMA AVENUE, between East Orangeburg Avenue and
Laramie Drive
15 miles per hour
SUNRISE AVENUE, between East Granger Avenue and East
Orangeburg Avenue
15 miles per hour
SUNRISE AVENUE, between Tokay Avenue and Charles Avenue 15 miles per hour SUTTER AVENUE, between Rouse Avenue and Chicago Avenue 15 miles per hour TERESA STREET, between Seasons Way and Grape Avenue 15 miles per hour TOKAY AVENUE, between O’Farrell Avenue and La Cienega
Drive
15 miles per hour
VERA CRUZ DRIVE, between Ensenada Drive and Celeste Drive 15 miles per hour WARM SPRINGS DRIVE, between Eastport Dr. and Mercer Drive 15 miles per hour WISDOM WAY, between Merle Avenue and Southern Limit 15 miles per hour WOODROW AVENUE, between Colonial Drive and Fremont
Street
15 miles per hour
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Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
WOODROW AVENUE, between Colonial Drive and Load Avenue 25 miles per hour (extension)
WOODROW AVENUE, between Tully Road and Lord Avenue 15 miles per hour * EXTEND SURVEY (ES) 7, 14 years per California Vehicle Code section 40802. (Ord. 1285-C.S., as amended by Ord. 1324-C.S.; Ord. 1344-C.S.; Ord. 1362-C.S.; Ord. 1408-C.S.; Ord. 1467-C.S.; Ord. 1532-C.S.; Ord. 1722-C.S., § 1; Ord. 1790-C.S., § 1; Ord. 1824-C.S., § 1; Ord. 1872-C.S.; Ord. 1880-C.S.; Ord. 1958- C.S.; Ord. 1999-C.S., § 1; Ord. 2031-C.S., § 1; Ord. 2065-C.S., § 1; Ord. 2109-C.S., § 2, Ord. 2149-C.S., § 1; Ord. 2163- C.S., § 1; Ord. 2164-C.S., § 1; Ord. 2202-C.S., § 1; Ord. 2209-C.S., § 1; Ord. 2225-C.S.; Ord. 2247-C.S., § 1; Ord. 2271- C.S., § 1; Ord. 2306-C.S., § 1; Ord. 2340-C.S., § 1; Ord. 2373-C.S.; Ord. 2396-C.S., § 1; Ord. 2397-C.S., § 1; Ord. 2422- C.S., § 1; Ord. 2458-C.S., § 1; Ord. 2467-C.S., § 2, Ord. 2491-C.S., § 2, Ord. 2528-C.S., § 1; Ord. 2557-C.S., § 1; Ord. 2584-C.S., § 1; Ord. 2596-C.S., § 1; Ord. 2626-C.S., § 1; Ord. 2660-C.S., § 1; Ord. 2683-C.S., § 1; Ord. 2691-C.S., § 1; Ord. 2728-C.S., § 1; Ord. 2756-C.S., § 1; Ord. 2762-C.S., § 1; Ord. 2821-C.S., § 1; Ord. 2844-C.S., § 1; Ord. 2866-C.S., § 1; Ord. 2926-C.S., § 1; Ord. 2929-C.S., § 1; Ord. 3029-C.S., § 1; Ord. 3066-C.S., § 1; Ord. 3096-C.S., § 1; Ord. 3157- C.S., § 1; Ord. 3208-C.S., § 1; Ord. 3225-C.S., § 1; Ord. 3268-C.S., § 1; Ord. 3299-C.S., § 1; Ord. 3311-C.S., § 1; Ord. 3335-C.S., § 1; Ord. 3344-C.S., § 1; Ord. 3371-C.S., § 1; Ord. 3438-C.S., § 1; Ord. 3452-C.S., § 1; Ord. 3520-C.S., § 1; Ord. 3530-C.S., § 1; Ord. 3570-C.S., § 2; Ord. 3602-C.S., § 1; Ord. 3632-C.S., § 1, effective 9-4-15; Ord. 3675-C.S., § 1, effective 8-11-17; Ord. 3690-C.S., effective 1-10-19; Ord. No. 3716-C.S., effective 3-12-20; Ord. No. 3732-C.S, § 1, effective 9-3-21; Ord. No. 3759-C.S., § 1, effective 3-30-23) #5..
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City of Modesto
Engineering and Traffic Survey
Phase 2
No. Street Survey Limits Roadway
Classification
Existing
Speed Limit
(mph)
85th Percentile
"Critical" Speed
(mph)
10-mph
Pace
Percent w/in
Pace
Recommended
Speed Limit
(mph)
Changes to Existing
Speed Limit
(mph)
1 Claus Road
Scenic Drive to
Yosemite
Boulevard
Arterial 50 50.0 41-50 100% 45 -5
2 Briggsmore Avenue
Coffee Road to
Oakdale Road
Arterial 50 53.0 44-53 80% 50 0
3 Briggsmore Avenue McHenry Avenue to
Coffee Road
Arterial 45 51.0 40-49 72% 45 0
4 Briggsmore Avenue Tully Road to
McHenry Avenue
Arterial 45 47.0 39-48 87% 45 0
5 Briggsmore Avenue
Oakdale Road to
Claus Road
Arterial 50 55.0 47-56 100% 50 0
2025 Modesto E&TS
(Updated 10/20/2025)
Recommended Speed Limits Summary
TJKM Page 1 of 5
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City of Modesto
Engineering and Traffic Survey
Phase 2
No. Street Survey Limits Roadway
Classification
Existing
Speed Limit
(mph)
85th Percentile
"Critical" Speed
(mph)
10-mph
Pace
Percent w/in
Pace
Recommended
Speed Limit
(mph)
Changes to Existing
Speed Limit
(mph)
Recommended Speed Limits Summary
6 Dale Road
Pelandale Avenue
and Standiford
Avenue
Arterial 35 41.0 33-42 96% 40 +5
7 El Vista Avenue
Yosemite
Boulevard to
Scenic Drive
Arterial 40 42.0 34-43 82% 40 0
8 Floyd Avenue
Oakdale Road to
Roselle Avenue
Arterial 35 42.0 34-43 95% 35 0
9 Floyd Avenue
Roselle Avenue to
Claus Road
Arterial 40 45.0 40-49 100% 40 0
10 Orangeburg Avenue Briggsmore Avenue
to Martin Avenue
Arterial 35 43.0 35-44 78% 35 0
TJKM Page 2 of 5
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City of Modesto
Engineering and Traffic Survey
Phase 2
No. Street Survey Limits Roadway
Classification
Existing
Speed Limit
(mph)
85th Percentile
"Critical" Speed
(mph)
10-mph
Pace
Percent w/in
Pace
Recommended
Speed Limit
(mph)
Changes to Existing
Speed Limit
(mph)
Recommended Speed Limits Summary
11 Orangeburg Avenue
Martin Avenue to
McHenry Avenue
Arterial 35 45.0 34-43 71% 35 0
12 Pelandale Avenue
Sisk Road to Dale
Road
Arterial 50 52.0 44-53 89% 50 0
13 Prescott Road
Standiford Avenue
to Rumble Road
Arterial 35 42.0 35-44 96% 40 +5
14 Prescott Road
Rumble Road to
Briggsmore Avenue
Arterial 35 41.0 32-41 84% 35 0
15 Scenic Drive
Coffee Road to
Oakdale Road
Collector 40 48.0 39-48 83% 40 0
16 Scenic Drive
Lakewood Avenue
to Lillian Drive
Collector 40 46.0 38-47 85% 40 0
TJKM Page 3 of 5
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City of Modesto
Engineering and Traffic Survey
Phase 2
No. Street Survey Limits Roadway
Classification
Existing
Speed Limit
(mph)
85th Percentile
"Critical" Speed
(mph)
10-mph
Pace
Percent w/in
Pace
Recommended
Speed Limit
(mph)
Changes to Existing
Speed Limit
(mph)
Recommended Speed Limits Summary
17 Scenic Drive
Lillian Drive to
Claus Road
Collector 40 46.0 38-47 96% 40 0
18 Scenic Drive Burney Street to
Coffee Road
Collector 40 44.0 35-44 83% 30 -10
19 Tully Road
Standiford Avenue
to Briggsmore
Avenue
Arterial 35 41.0 32-41 88% 35 0
20 Tully Road Briggsmore Avenue
to Coldwell Avenue
Arterial 35 41.0 31-40 70% 35 0
21 La Loma Avenue
Burney Street to
Yosemite
Boulevard
Collector 30 36.0 29-38 83% 30 0
22 Lincoln Avenue
Creek Drive to
Yosemite
Boulevard
Collector 35 42.0 34-43 84% 35 0
TJKM Page 4 of 5
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City of Modesto
Engineering and Traffic Survey
Phase 2
No. Street Survey Limits Roadway
Classification
Existing
Speed Limit
(mph)
85th Percentile
"Critical" Speed
(mph)
10-mph
Pace
Percent w/in
Pace
Recommended
Speed Limit
(mph)
Changes to Existing
Speed Limit
(mph)
Recommended Speed Limits Summary
23 Briggsmore Avenue
Prescott Road to
Tully Road
Arterial 45 49.0 41-50 89% 45 0
24 Carpenter Road
Maze Boulevard to
Woodland Avenue
Arterial 40 46.0 37-46 66% 40 0
25 Carver Road
Pelandale Avenue
to Brixton Lane
Collector 30 37.0 30-39 98% 30 0
26 Carver Road Briggsmore Avenue
to 9th Street
Collector 25 32.0 24-33 91% 30 +5
27 Orangeburg Avenue McHenry Avenue to
Coffee Road
Arterial 40 44.0 30-39 61% 40 0
28 Orangeburg Avenue
Coffee Road to
Oakdale Road
Arterial 35 38.0 30-39 81% 35 0
TJKM Page 5 of 5
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FINAL REPORT
APRIL 2026
Engineering and Traffic Survey
City of Modesto, CA
#5..
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Engineering and Traffic Survey
April 2, 2026
City of Modesto, California
Final Report
#5..
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i
This Citywide Engineering and Traffic Survey for City of Modesto has been prepared under the direction of a licensed Traffic Engineer. The licensed Traffic Engineer attests to the technical information contained therein, and has judged the qualifications of any technical specialists providing engineering data, which recommendations, conclusions and decisions are based. These surveys conform to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommend speed limits appropriate to facilitate the safe and orderly movement of traffic.
Prepared By:
____________________________
Nayan Amin, TE
President, TJKM
4305 Hacienda Drive, Suite 550
Pleasanton, CA 94588-2798
Tel: 925.463.0611
Fax: 925.463.3691
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ii
Intentionally left blank…
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iii
TABLE OF CONTENTS
1.0 Executive Summary ................................................................................................................................. 1
1.1 Relevant California Vehicle Code Sections ...............................................................................................................12
2.0 Data Collection and Analysis ................................................................................................................ 17
2.1 Radar Speed Surveys and Analysis ..............................................................................................................................17
2.2 Average Daily Traffic (ADT) Volumes ..........................................................................................................................27
2.3 Traffic Collision Data..........................................................................................................................................................36
3.0 Speed Limit Recommendations............................................................................................................ 59 TABLES
Table 1: Survey Segments .................................................................................................................................................................2 Table 2: Safety Corridor Definition Requirements................................................................................................................ 14 Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians ........ 15 Table 4: Procedure of Rounding and Speed Limit Reductions on Local Agency Roadways ............................... 16 Table 5: Speed Survey Summary................................................................................................................................................. 19 Table 6: Average Daily Traffic Volumes .................................................................................................................................... 27 Table 7: Collision History Summary (Jan. 2022 – Dec. 2024)............................................................................................ 37 Table 8: Collision History Comparison with Statewide Averages................................................................................... 50 Table 9: Recommended Speed Limits Summary .................................................................................................................. 62 #5..
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iv
FIGURES
Figure 1: Types of Speed Limits......................................................................................................................................................1 Figure 2: Survey Locations ............................................................................................................................................................. 10 Figure 3: Existing Speed Limits..................................................................................................................................................... 11 Figure 4: Average Daily Traffic Volumes................................................................................................................................... 35 Figure 5: Collision Analysis ............................................................................................................................................................ 58 Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways ................................................................................................................................................................................... 60 Figure 7: Recommended Speed Limit Changes .................................................................................................................... 68 Figure 8: Recommended Speed Limits ..................................................................................................................................... 69
APPENDICES
Appendix A: Recommended Speed Limit Certifications and Supporting Data (Speed Survey Collection Forms and Average Daily Traffic Volumes)
Appendix B: Collision Data
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 1
1.0 EXECUTIVE SUMMARY
The City of Modesto is establishing new speed limits and updating our methods to align with State of California Vehicle Code (CVC) revisions from Assembly Bill 43. Our review of roadways in this process has been developed to be inclusive of our community’s safety concerns. The city, as part of a separate project, developed an understanding of our High-Injury Network, the few roadways where our most severe collisions are reoccurring and speed appears as a collision-factor.
We evaluated the posted speed limits for 125 segments within the City of Modesto. 30 segments were adopted by the City of Modesto Council in January 2025 with Ordinance No. 3789-C.S. while the remaining 95 segments are presented in this report.
Section 627 of the CVC defines the basic procedure for local authorities to conduct Engineering and Traffic Surveys (E&TS). Setting speed limits includes a review of prevailing speeds, roadway conditions, and collision history. Vulnerable groups including children, seniors, bicyclists, and pedestrians and their use of a roadway can be considered. CVC section 40802 requires E&TS be conducted at least every 7 or 14 years, if a roadway segment has no significant changes in condition, use, or volume. Speed limits are generally established at or near the 85th percentile speed. This is also referred to as the prevailing speed, the speed 85 percent of traffic is moving in free flow conditions.
Not each roadway is required to have an E&TS for a posted speed limit. Many roadways are ruled to have prima facie speed limit, such as residential roads, business districts, school zones, and senior zones. Under CVC section 22352, local authority designates these roadways speeds by the roadway’s intended use.
The California State Legislature sets in place these regulations primarily for enforcement. Each jurisdiction has responsibility for roadway speeds according to these State regulations and procedures developed by the State of California Department of Transportation (Caltrans). The California Manual for Setting Speed Limits Rev. March 2025 was used in this study to establish speed limits that are uniform across jurisdictions.
A part of Assembly Bill 43 local authority can designate up to 20% of streets as safety corridors. A safety corridor, as defined by the 2014 CA MUTCD Revision 9 as - a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
Figure 1 illustrates the various speed limit signs for different zones and roadways.
Figure 1: Types of Speed Limits
Source: FHWA
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 2 Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered collectively because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles. These characteristics include, but are not limited to:
• Roadway geometrics, shoulder condition, grade, curvature, alignment, and sight distance. • Roadside developments, zoning, and environment.
• Parking practices.
• Bicycle and pedestrian activity.
• Driveway density.
• Signalized or stop-controlled intersections; and
• Rural, residential or developed areas.
This report presents the results of the E&TS conducted in September 2024 for the first 30 segments, i.e., segment 1 through 30, and in August and October 2025 for the remaining 95 segments, i.e., segment 31 through 125, throughout the City of Modesto, and incorporates input from radar speed surveys, average daily traffic counts, segment collision analyses, and analyses of roadway characteristics. The 125 survey segments included in the study are listed inn Table 1; illustrated in Figure 2; and categorized below by roadway types according to the Modesto City’s General Plan:
• 10 segments are designated as ‘Expressway’
• 5 segments are designated as ‘Principal Arterial’
• 26 segments are designated as ‘Minor Arterial’
• 6 segments are designated as ‘Major Collector’
• 12 segments are designated as ‘Downtown Collectors’
• 66 segments are designated as ‘Minor Collector’
The existing speed limits for the survey segments are illustrated in Figure 3 and summarized in Table 1.
Table 1: Survey Segments
No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
1 Claus Road
Scenic Drive to
Yosemite
Boulevard
Expressway Divided 6/4 96 1.36 45
2 Briggsmore
Avenue
Coffee Road to
Oakdale Road Expressway Divided 4 80 1.00 50
3 Briggsmore
Avenue
McHenry Avenue
to Coffee Road Expressway Divided 4 80 1.02 45
4 Briggsmore
Avenue
Tully Road to
McHenry Avenue Expressway Divided 4 90 1.00 45
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 3 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
5 Briggsmore
Avenue
Oakdale Road to
Claus Road Expressway Undivided 4 70 1.97 50
6 Dale Road Snyder Avenue to
Veneman Avenue
Principal
Arterial Undivided 4 80 0.50 35
7 El Vista
Avenue
Yosemite
Boulevard to
Scenic Drive
Minor Arterial Undivided 4 60 1.02 40
8 Floyd
Avenue
Oakdale Road to
Roselle Avenue Minor Arterial Divided 4 82 1.00 35
9 Floyd
Avenue
Roselle Avenue to
Claus Road Minor Arterial Divided 4 67 0.97 40
10 Orangeburg
Avenue
Briggsmore
Avenue to Martin
Avenue
Minor Arterial Undivided 4 62 0.42 35
11 Orangeburg
Avenue
Martin Avenue to
McHenry Avenue Minor Arterial Undivided 4 62 1.73 40
12 Pelandale
Avenue
Sisk Road to Dale
Road
Principal
Arterial Undivided 6 80 1.02 45
13 Prescott
Road
Standiford Avenue
to Rumble Road Minor Arterial Undivided 4 80 0.53 35
14 Prescott
Road
Rumble Road to
Briggsmore
Avenue
Minor Arterial Undivided 4 70 0.83 35
15 Scenic Drive Coffee Road to
Oakdale Road
Major
Collector Undivided 4 74 1.03 40
16 Scenic Drive Lakewood Avenue
to Lillian Drive
Major
Collector Undivided 2 50 0.40 40
17 Scenic Drive Lillian Drive to
Claus Road
Major
Collector Undivided 2 56 0.61 40
18 Scenic Drive Burney Street to
Coffee Road
Major
Collector Undivided 4 55 0.78 40
19 Tully Road
Standiford Avenue
to Briggsmore
Avenue
Minor Arterial Undivided 4 70 1.30 30
20 Tully Road
Briggsmore
Avenue to
Coldwell Avenue
Minor Arterial Undivided 4 70 1.19 35
21 La Loma
Avenue
Burney Street to
Yosemite
Boulevard
Minor
Collector Undivided 2 40 1.06 30
22 Lincoln
Avenue
Creek Drive to
Yosemite
Boulevard
Minor
Collector Undivided 2 78 0.74 35
23 Briggsmore
Avenue
Prescott Road to
Tully Road Expressway Divided 4 80 1.05 45
24 Carpenter
Road
Maze Boulevard to
Woodland Avenue Minor Arterial Undivided 4 80 1.01 40
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 4 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
25 Carver Road Pelandale Avenue
to Brixton Lane
Minor
Collector Undivided 2 40 0.45 30
26 Carver Road
Briggsmore
Avenue to
Orangeburg
Avenue
Minor
Collector Undivided 2 40 0.50 30
27 Orangeburg
Avenue
McHenry Avenue
to Coffee Road Minor Arterial Undivided 4 64 1.00 40
28 Orangeburg
Avenue
Coffee Road to
Oakdale Road
Minor
Collector Undivided 2 40 1.00 35
29 Orangeburg
Avenue
Oakdale Road to
Lakewood Avenue
Minor
Collector Undivided 2 38 0.97 35
30 Tully Road Coldwell Avenue
to 9th Street Minor Arterial Undivided 2 64 0.35 25
31 N 9th Street N Carpenter Road
to Tully Road
Principal
Arterial Divided 3 86 1.53 45
32 N 9th Street Tully Road to L
Street
Downtown
Collector Undivided 4 70 0.66 35
33 6th Street M Street to Sierra
Drive
Downtown
Collector One-way 2 to 4 60 0.90 30
34 Bangs
Avenue
Dale Road to Tully
Road
Minor
Collector Undivided 2 30 2.04 45
35 Belharbour
Drive
Roselle Avenue to
Floyd Avenue
Minor
Collector Undivided 2 40 0.61 25
36 Beyer Park
Drive
Inspiration Drive
to Sylvan
Meadows Drive
Minor
Collector Undivided 2 40 0.42 25
37 Blue Bird
Drive
Pelandale Avenue
to Vintage Drive
Minor
Collector Undivided 2 40 0.54 25
38 Bodem
Street
Lucern Avenue to
Scenic Drive
Minor
Collector Undivided 2 34 0.41 25
39 Bowen
Avenue
Geneva Drive to
McHenry Avenue
Minor
Collector Undivided 2 40 1.22 25
40 Bridgewood
Way
Palmwood Drive
to Oakdale Road
Minor
Collector Undivided 2 40 0.37 25
41 E
Briggsmore
Avenue
Claus Road to
Santa Fe Avenue Expressway Undivided 4 80 0.56 45
42 Brighton
Avenue
Coffee Road to
Scenic Drive
Minor
Collector Undivided 2 40 0.90 25
43 Burney
Street
Downey Avenue to
G Street Minor Arterial One-way 2 40 0.14 Not Posted
44 California
Avenue
S Carpenter Road
to S Martin Luther
King Drive
Minor
Collector Undivided 2 44 1.02 30
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 5 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
45 Capistrano
Drive
Pamplona Way to
End
Minor
Collector Undivided 2 40 0.50 25
46 Carver Road
N 9th Street to W
Briggsmore
Avenue
Minor
Collector Undivided 2 40 1.03 30
47 Carver Road
W Briggsmore
Avenue to
Standiford Avenue
Minor
Collector Undivided 2 49 1.27 30
48 Carver Road Standiford Avenue
to Bangs Avenue
Minor
Collector Undivided 2 45 1.01 30
49 Celeste
Drive
Coffee Road to
Oakdale Road
Minor
Collector Undivided 2 40 0.99 30
50 Cheyenne
Way
Marsala Way to
Carver Road
Minor
Collector Undivided 2 48 1.05 25
51 Claratina
Avenue
McHenry Avenue
to Oakdale Road Expressway Undivided 2 56 1.99 45
52 Claus Road
Sylvan Avenue to E
Briggsmore
Avenue
Expressway Undivided 2 77 1.53 50
53 Coffee
Road
Claratina Avenue
to Sylvan Avenue Minor Arterial Undivided 4 79 0.76 40
54 College
Avenue
Needham Street to
W Briggsmore
Avenue
Minor
Collector Undivided 2 66 1.71 25
55 College
Avenue
W Briggsmore
Avenue to Bowen
Avenue
Minor
Collector Undivided 4 62 0.30 35
56 Conant
Avenue
Veneman Avenue
to Sisk Road
Minor
Collector Undivided 2 50 1.16 25
57 Crows
Landing
Road
7th Street to Hatch
Road Minor Arterial Undivided 2 to 4 80 1.06 35
58 Dale Road
Standiford Avenue
to Pelandale
Avenue
Principal
Arterial Undivided 4 95 1.04 35
59 Dermond
Road
Belharbour Drive
to Merle Avenue
Minor
Collector Undivided 2 45 0.25 25
60 Encina
Avenue
N Santa Rosa
Avenue to N
Riverside Drive
Minor
Collector Undivided 2 40 1.76 25
61 Evergreen
Avenue
W Orangeburg
Avenue to Carver
Road
Minor
Collector Undivided 2 40 0.46 30
62 Fine
Avenue
Esta Avenue to
Merle Avenue
Minor
Collector Undivided 2 45 1.49 30
63 Floyd
Avenue
McHenry Avenue
to Oakdale Road
Minor
Collector Undivided 2 40 1.99 30
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 6 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
64 G Street 9th Street to
Burney Street
Downtown
Collector One-Way 3 50 0.67 25
65 G Street 1st Street to 9th
Street
Downtown
Collector One-Way 3 50 0.58 25
66 E Glenn
Avenue
Crows Landing
Road to Reliance
Street
Minor
Collector Undivided 2 40 0.37 Not Posted
67 H Street 9th Street to 1st
Street
Downtown
Collector One-Way 3 55 0.57 25
68 H Street Burney Street to
9th Street
Downtown
Collector One-Way 3 55 0.76 25
69 Hashem
Drive
Sylvan Avenue to
Oakdale Road
Minor
Collector Undivided 2 40 0.91 30
70 W Hatch
Road
S Carpenter Road
to Dallas Street Minor Arterial Undivided 2 to 3 100 1.64 45 71 Hillglen
Avenue
La Force Drive to
Roselle Avenue
Minor
Collector Undivided 2 40 0.94 25
72 Jefferson
Street
Linden Street to
Paradise Road
Minor
Collector Undivided 2 50 0.70 30
73 Kodiak
Drive
La Force Drive to
Fine Avenue
Minor
Collector Undivided 2 45 1.68 25
74 Lillian Drive
E Orangeburg
Avenue to Scenic
Drive
Minor
Collector Undivided 2 40 0.51 25
75 Lincoln
Avenue
Dry Creek Drive to
Yosemite
Boulevard
Minor Arterial Undivided 2 80 0.75 35
76 Lincoln Oak
Drive
Kodiak Drive to
Merle Avenue
Minor
Collector Undivided 2 46 0.75 25
77 Litt Road City Limit to
Kodiak Drive
Minor
Collector Undivided 2 45 0.89 25
78 Mable
Avenue
Coffee Road to
Oakdale Road
Minor
Collector Undivided 2 40 0.99 30
79 Maid
Mariane
Lane
Sharon Avenue to
Merle Avenue
Minor
Collector Undivided 2 45 0.25 Not posted
80 Manor Oak
Drive
Oakdale Road to
Lincoln Oak Drive
Minor
Collector Undivided 2 40 0.53 25
81 S Martin
Luther King
Drive
Maze Boulevard to
Paradise Road
Minor
Collector Undivided 2 40 0.75 30
82 S Martin
Luther King
Drive
Maze Boulevard to
Elm Avenue
Minor
Collector Undivided 2 45 0.27 25
83 N McClure
Road
Dry Creek Drive to
Yosemite
Boulevard
Minor
Collector Undivided 2 40 0.75 30
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 7 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
84 Merle
Avenue
Oakdale Road to
Roselle Avenue
Minor
Collector Undivided 2 40 0.98 30
85 Millbrook
Avenue
Sylvan Avenue to
Floyd Avenue
Minor
Collector Undivided 2 45 0.80 25
86 E Morris
Avenue
McHenry Avenue
to Coffee Road
Minor
Collector Undivided 2 35 1.00 30
87 Morse Road Blue Gum Avenue
to Kansas Avenue Minor Arterial Undivided 2 30 1.00 40
88 Mt. Vernon
Drive
Prescott Road to
College Avenue
Minor
Collector Undivided 2 40 1.37 30
89 Neece Drive
Tuolumne
Boulevard to
Rouse Avenue
Minor
Collector Undivided 2 30 0.52 Not Posted
90 Needham
Street
College Avenue to
L Street Minor Arterial Undivided 4 62 0.46 35
91 Oakdale
Road
E Briggsmore
Avenue to Sylvan
Avenue
Minor Arterial Undivided 4 to 5 95 1.51 45
92 E
Orangeburg
Avenue
Lakewood Avenue
to Held Drive
Minor
Collector Undivided 2 40 1.45 35
93 Palmwood
Drive
Sylvan Meadows
Drive to Sylvan
Avenue
Minor
Collector Undivided 2 40 0.30 25
94 Paradise
Road
S Martin Luther
King Drive to 1st
Street
Minor Arterial Undivided 2 65 0.42 30
95 Paradise
Road
S Carpenter Road
to S Martin Luther
King Drive/Sutter
Avenue
Minor Arterial Undivided 2 65 1.29 35
96 Pelandale
Avenue
Dale Road to
McHenry Avenue Expressway Divided 6 120 3.04 50
97 Penny Ln
Capistrano Drive
to N McClure
Road
Minor
Collector Undivided 2 40 0.68 25
98 Plaza
Parkway
Sisk Road to
Prescott Road
Major
Collector Divided 4 65 0.40 25
99 Poust Road
Blue Gum Avenue
to Woodland
Avenue
Minor
Collector Undivided 2 40 0.51 25
100 Prescott
Road
Bangs Avenue to
Standiford Avenue Minor Arterial Undivided 4 80 1.00 40 101 N Riverside
Drive
Edgebrook Drive
to Yosemite
Boulevard
Minor
Collector Undivided 2 40 0.63 30
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 8 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
102 Rose
Avenue
Floyd Avenue to E
Briggsmore
Avenue
Minor
Collector Undivided 2 40 0.77 30
103 Rose
Avenue
E Briggsmore
Avenue to Scenic
Drive
Minor
Collector Undivided 2 40 1.11 30
104
W
Roseburg
Avenue
Carver Road to
McHenry Avenue
Minor
Collector Undivided 2 40 1.54 30
105 Rosemore
Avenue
Kansas Avenue to
Blue Gum Avenue
Minor
Collector Undivided 2 40 1.01 30
106 E Rumble
Road
McHenry Avenue
to Hashem Drive
Minor
Collector Undivided 2 40 1.73 30
107 Sharon
Avenue
Millbrook Avenue
to Fine Avenue
Minor
Collector Undivided 2 45 0.40 25
108 Sisk Road
Standiford Avenue
to Pelandale
Avenue
Minor Arterial Undivided 4 60 1.53 40
109 Sisk Road
W Briggsmore
Avenue to
Standiford Avenue
Minor Arterial Undivided 4 70 1.67 40
110 Snyder
Avenue
Blue Bird Drive to
Prescott Road
Minor
Collector Undivided 2 40 1.48 30
111 Snyder
Avenue
Prescott Road to
Tully Road
Minor
Collector Undivided 2 40 1.07 30
112 Sonoma
Avenue
E Orangeburg
Avenue to Scenic
Drive
Minor
Collector Undivided 2 40 0.76 25
113 Sylvan
Avenue
Roselle Avenue to
Claus Road Minor Arterial Divided 4 80 1.00 45
114
Sylvan
Meadows
Drive
Dragoo Park Drive
to Palmwood
Drive
Minor
Collector Undivided 2 40 1.15 25
115 Temescal
Drive
Kodiak Drive to
Merle Avenue
Minor
Collector Undivided 2 40 0.75 25
116 Tioga Drive
S Conejo Avenue
to Legion Park
Drive
Minor
Collector Undivided 2 48 0.63 Not Posted
117 Tully Road Bangs Avenue to
Standiford Avenue
Principal
Arterial Undivided 4 110 1.08 45
118 W Union
Avenue
Tully Road to
McHenry Avenue
Minor
Collector Undivided 2 40 1.01 30
119 Veneman
Avenue
Dale Road to
Snyder Avenue
Minor
Collector Undivided 2 40 1.34 30
120 Virginia
Avenue
W Roseburg
Avenue to
Needham Street
Minor
Collector Undivided 2 45 0.99 30
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 9 No. Street Survey Limits Roadway
Classification
Roadway
Type
No.
of
Lanes
Width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
121
S
Washington
Street
Maze Boulevard to
1st Street
Minor
Collector Undivided 2 50 0.40 Not Posted
122 Wood
Sorrel Drive
Sylvan Avenue to
Hillglen Avenue
Minor
Collector Undivided 2 40 0.25 Not posted
123 Woodland
Avenue
N Carpenter Road
to N 9th Street
Major
Collector Undivided 2 40 0.71 30
124 Woodrow
Avenue
Tully Road to
McHenry Avenue
Minor
Collector Undivided 2 40 0.99 30
125 Wylie Drive Brighton Avenue
to Oakdale Road
Minor
Collector Undivided 2 40 0.75 25
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MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINK AVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE MODESTO VIRGIN AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
43 122
59 79
82 55
93 30
121
38 36
25 94
66 40
107
98 45
16 6
26 99
74 10
37 13
89 61
90 101
67 65
116
80 35
41 72
32 22 83
75 81
115 76
112
53 64
102
17 85
14 97
68 123
77 125 42
18 120
100 117
87 69
105
48 24 7
33 46
58 57
103
71 56
20 84
47 78
49 8
28 29
2 9
124
86 113
4 27
118
21 15
44 3
12 50
19 23
111
1 114
91 95
52 39
119
62 88
54 31
108
92 110
109
104
70 106 73
11 60
51 5
63 34
96 0 0.5 1 2
Miles
¯ Figure 2 : Survey Locations
108
132
99 99
Modesto City Limits
Study Segments
City Roadways
Segment ID
LEGEND
00 #5..
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MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINK AVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE MODESTO VIRGIN AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
43 122
59 79
82 55
93 30
121
38 36
25 94
66 40
107
98 45
16 6
26 99
74 10
37 13
89 61
90 101
67 65
116
80 35
41 72
32 22 83
75 81
115 76
112
53 64
102
17 85
14 97
68 123
77 125 42
18 120
100 117
87 69
105
48 24 7
33 46
58 57
103
71 56
20 84
47 78
49 8
28 29
2 9
124
86 113
4 27
118
21 15
44 3
12 50
19 23
111
1 114
91 95
52 39
119
62 88
54 31
108
92 110
109
104
70 106 73
11 60
51 5
63 34
96 0 0.5 1 2
Miles
¯ Figure 3 : Existing Speed Limits
55 mph
50 mph
45 mph
40 mph
35 mph
30 mph
25 mph
LEGEND
No Posted
Modesto City Limits
City Roadways
Segment ID
LEGEND
Speed Limit
00 108
132
99 99
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 12
1.1 Relevant California Vehicle Code Sections
Applicable California Vehicle Code (CVC) Code sections for conducting an E&TS are summarized below:
CVC SECTION 235 – BUSINESS DISTRICT: A “business district” is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, 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 (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.
CVC SECTION 515 – RESIDENCE DISTRICT: A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, 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 (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists. In our study segments, Cactus Drive falls within a Residence District as defined by law.
CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by state and local authorities, which shall include consideration of prevailing speeds as determined by traffic engineering measurements, collision records, and highway, traffic, and roadside conditions not readily apparent to the driver. Local authorities may also consider residential district density (as defined in Section 515) and pedestrian and bicyclist safety.
CVC SECTION 22349 – MAXIMUM SPEED LIMITS: Provides that no person shall drive a vehicle upon a highway at a speed greater than 65 mph. An exception to this, as stated in CVC Section 22356, is that Caltrans may increase speed and these increases can only be made after consultation with the California Highway Patrol (CHP) based on an engineering and traffic survey. Even if the maximum speed is raised, certain vehicles are still not permitted to be driven over 55 mph. These are listed below:
• Motor trucks have three or more axles or any truck towing another vehicle • Passenger vehicles towing other vehicles
• School buses transporting school pupils
• Farm labor vehicles transporting passengers
• Vehicles transporting explosives
CVC SECTION 22350 – BASIC SPEED LAW: Provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or #5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 13 property. In other words, a driver violates the basic speed law if he or she is driving at unsafe speeds, even if that speed is lower than the posted regulatory speed limit sign.
CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not more than the limits specified in CVC Section 22352 or established as authorized in the CVC is lawful unless clearly proved to be in violation of the Basic Speed Law. This same section also states that the speed of any vehicle upon a highway in excess of the prima facie speed limits in CVC Section 22352 or established as authorized in the CVC is unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the Basic Speed Law at the time, place and under the conditions then existing.
CVC SECTION 22352 – PRIMA FACIE SPEED LIMITS: Establishes prima facie speed limits for local roads and streets. The term “prima facie”, as used in the CVC, is a speed limit that applies when no other specific speed limit is posted. It is a Latin term meaning “at first face” or “at first appearance”. It is also defined as “first view” and “before investigation”. Prima facie evidence is evidence sufficient to establish fact, or to raise presumption of fact, unless rebutted. These speed limits shall be applicable unless changed as authorized in the CVC and, if so changed, only when signs have been erected giving notice thereof. It sets two speed limits covering six classes of location.
A speed limit of 15 mph applies at railroad crossings, at uncontrolled highway intersections with obstructed views, and on alleys. A speed limit of 25 mph applies on any highway in any business or residence district, unless a different limit is established by procedures described in the CVC by local authority or Department of Transportation. The 25-mph limit also applies in school zones or passing a senior center with standard erected warning sign for both.
CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL SPEED LIMITS): Under California Vehicle Code §22357, a city or county may increase a local street’s prima facie 25 mph speed limit to 30, 35, 40, 45, 50, 55, or 60 mph, or set a maximum of up to 65 mph, if an engineering and traffic survey demonstrates that a higher speed is safe and will facilitate traffic movement. Any such change only becomes effective once proper signs are posted, and future adjustments must also be supported by a new engineering and traffic survey. However, this section does not apply to special 25 mph zones near schools or senior centers, which are regulated under separate provisions.
CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS): California Vehicle Code §22358.3 allows a city or county, through ordinance or resolution, to set a speed limit of 20 or 15 mph on residential or business streets, excluding state highways when the road is notably narrow (a roadway width not exceeding 25 feet).
This adjustment may be made based solely on the street’s residential character and its dimensions, without a requirement for an engineering and traffic survey.
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 14 Meanwhile, §22358.4 gives local authorities the power to lower the standard 25 mph prima facie speed limit as established by §22352(b), to 20 or 15 mph, if an engineering and traffic survey indicates the higher speed is neither reasonable nor safe. Any such change must be supported by appropriate signage and, in the case of state highways, must also be approved by the Department of Transportation. Additionally, §22358.4 permits special 15 mph or 25 mph speed limits near schools during school hours or noon recess within 500 feet (for 15 mph) or 500–1,000 feet (for 25 mph) of school buildings or grounds and under specific traffic conditions, even if a broader survey isn’t conducted.
CVC SECTION 22358.5 – DOWNWARD SPEED ZONING: Physical conditions such as width, curvature, grade, and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.
CVC SECTION 22358.6 – ROUNDING OF SPEED LIMITS: Authorizes local agencies to round speed limits to the nearest five miles per hour of the 85th percentile speed of the free-flowing traffic. In cases where the 85th percentile speed results in rounding up to the nearest five-mile per hour increment, the local authority may round the speed limit down to the lower five-mile per hour increment. Local authorities may additionally lower the speed limit as provided by CVC Section 22358.7, but not by more than 12.4 mph below the 85th percentile speed. Furthermore, they may retain or reinstate a previously adopted speed limit under Section 22358.8 without further reduction, even if other provisions would normally require a change.
CVC SECTION 22358.7 – 5 MPH SPEED LIMIT REDUCTION: Authorizes local agencies to reduce the speed limit by an additional 5 mph if the portion of highway has been designated as a “safety corridor,” as defined in the California Manual on Uniform Traffic Control Devices (CA MUTCD); Table 2, or if the portion of highway is adjacent to any land use or facility that generates high concentrations of bicyclists or pedestrians (Table 3), especially those from vulnerable groups such as children, senior, persons with disabilities, and the unhoused.
The procedure of rounding speed limits according to CVC Section 22358.6 and CVC Section 22358.7 is tabulated in Table 4.
Table 2: Safety Corridor Definition Requirements
Category Factors
Crash Weighting Factors to Develop One
Serious/Fatal Injury Safety Corridor
Crash weighting can be developed using fatal and serious injury crash data and other factors to prioritize safety corridors. Suggested weighting factors are as follows:
• Crash Severity: Fatal Crashes, Serious Injury Crashes • Mode: Pedestrian-bicycle-related crashes,
vehicle/other
• Disadvantaged Community Status: MPO/RTPA or
locally defined disadvantaged community status
based on most current version of CalEnviroScreen
• Vulnerable Populations: Seniors (age 65 and older)
and Youth (under age 15) based on the American
Community Survey
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 15 Category Factors
• School proximity (within 0.25 miles) based on the
California School Campus Database
Crash Density
Each roadway segment block can be converted into ~ 0.25 mile overlapping "corridor" segments to create a consistent unit of measurement and assess the concentration of linear patterns of injuries within a defined[d] distance. The highest scoring (i.e. most fatal and serious injury crashes per mile) "corridor" segments within a street needs to be identified and an appropriate threshold set to determine safety corridor eligibility.
Maintenance
The jurisdiction can establish a review and re-evaluation frequency for safety corridors. However, such frequency need not exceed seven years.
Source: 2014 CA MUTCD, Revision 9, Table 2B-105(CA)
Table 3: Land Uses and Facilities that Generate High Concentrations of Bicyclists and/or Pedestrians Category Generator
Land Use
Employment centers
Presence of retail
Parks, multi-use trails, and recreational destinations
Schools/universities
Senior Centers
Cultural areas, entertainment space areas, or areas of community significance
Religious facilities
Health/medical facilities
Transit Factors Transit stops
Transit Oriented Developments/Transit Priority Areas
Presence of Pedestrian/Bicyclist Infrastructure
Sidewalk presence
Crosswalk presence
Bikeway presence
Nearby signalized intersections on four-way intersections Presence of micromobility devices such as bicycles or scooters Demographic Factors
Presence of vulnerable groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused
MPO/RTPA or locally defined disadvantaged community status Presence of students (all levels)
Local Data Need identified in a safety analysis such as a road safety audit or formalized planning document such as a local road safety plan Source: 2014 CA MUTCD, Revision 9, Table 2B-106(CA)
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 16 Table 4: Procedure of Rounding and Speed Limit Reductions 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: 2014 CA MUTCD, Revision 9, Table 2B-104(CA)
CVC SECTION 22358.8 – RETAINMENT OF LOCAL SPEED LIMIT: Authorizes local agencies to retain an existing speed limit on a portion of highway if it was established in a previous E&TS with a speed limit certification sheet and if a registered traffic engineer has determined that no additional general-purpose lanes have been added to the portion of highway since completion of the previous E&TS.
CVC SECTION 40802 (A)(2) – PRIMA FACIE SPEED LIMITS: Provides that prima facie speed limits established under CVC Sections 22352(b)(1), 22354, 22357, 22358, and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years.
This CVC section does not apply to a local street, road or school zone.
CVC SECTION 40802 (B) – PRIMA FACIE SPEED LIMITS: For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:
• Roadway width of not more than 40 feet.
• Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in CVC Section 445; and
• Not more than one traffic lane in each direction.
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 17
2.0 DATA COLLECTION AND ANALYSIS
The basic purpose of this study is to evaluate selected arterial, collector, and local streets within the City of Modesto limits and to recommend appropriate speed limit revisions consistent with current laws and practices of California. The TJKM team, in coordination with the City of Modesto staff, coordinated the E&TS.
The data collection procedure and speed survey analysis methodology are briefly discussed below.
2.1 Radar Speed Surveys and Analysis
The speed surveys involve the use of radar guns to collect sample speeds on selected street segments. A key aspect for conducting the surveys is to ensure that street segments with unique characteristics are individually surveyed. The most crucial component of a speed zone survey is the selection of locations for the data collection task. The prevailing speed at the data collection point was selected to be representative of the entire speed zone area.
The project team worked with the City of Modesto staff and finalized the 125 street segments to be analyzed in this E&TS. Radar speed surveys were conducted for Segments 1 through 30 in September 2024 and for Segments 31 through 125 in August 2025, with the exception of Segment 64, which was surveyed in October 2025. All surveys were performed under favorable conditions, including fair weather, clear visibility, and dry pavement. The survey locations were selected where the prevailing speeds were representative of the entire street segment and were not too close to any traffic control device. The selected locations were situated beyond the influence of stops, dips, curves, parked vehicles, and any other condition that may affect the normal rate of travel. An effort was made to ensure that the presence of radar survey equipment did not affect the speed of the traffic being surveyed.
The radar speed surveys were conducted for all study segments, using calibrated radar equipment by certified technicians. Most samples sizes for a particular segment include around 100 vehicles. In the case of low volume roadways, surveys were conducted for a minimum of a 45-minute period.
A Speed Survey Form was used to collect and summarize the following attributes:
• Street surveyed
• Precise location
• Street direction
• Date/day of the survey
• Start time & end time of survey
• Number of vehicles surveyed
• 85th percentile speed, 50th percentile speed, 10-mile pace • Percent and number of vehicles observed within the 10-mph pace speed • Percent and number of vehicles observed below pace
• Percent and number of vehicles observed above pace
• Range of speeds observed and standard deviation
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 18 A description of some of the attributes is provided below:
50TH PERCENTILE SPEED (MEDIAN SPEED): The speed above and below which 50 percent of the sample speeds were observed. This value indicates the speed that a driver may choose to drive without the influence of any speed limits, speed signs, or enforcement.
85TH PERCENTILE SPEED (CRITICAL SPEED): The speed at or below 85 percent of the sample speeds were observed. The 85th percentile speed of a spot speed survey is the primary indicator of the appropriate speed limit for a section of the roadway.
10 MPH PACE SPEED: The 10-mph increment (range) of speeds containing the greatest number of vehicles.
In most cases, the 85th percentile speed and the recommended speed lie within the range, frequently in the middle to upper range of the interval. The percentage of vehicles that fall within the pace speed is an indicator of the bunching of vehicular speeds. The number of observed vehicles within the 10-mph pace is often between 40 and 80 percent of the entire sample.
AVERAGE SPEED: The average speed is simply the cumulative speed divided by the number of observed vehicles.
SPEED RANGE: The range of speed is simply the difference in speeds of the fastest and slowest vehicles observed. A wide range of speeds (more than 30 mph, for example) indicates less favorable conditions than a narrow range. The greater the range, the more inconsistency in travel speeds with a greater likelihood of traffic collisions. In general, uniform speeds result in a smooth progression of traffic.
The radar speed survey data was compiled and analyzed to determine the 50th percentile speed, the 85th percentile speed, the average speed, the speed range, the 10-mph pace speed, and the percentage of vehicles observed within the 10-mph pace.
Table 5 presents the speed survey summary with existing speed limits, median speed, critical speed, 10- mile pace speed, and the percentage of vehicles observed within pace. Speeds were collected for each of the 125 segments. The completed speed survey forms for all 125 study segments are included in Appendix A.
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 19 Table 5: Speed Survey Summary
No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
1 Claus Road
Scenic Drive to
Yosemite
Boulevard
45 111 47 50 41-50 100%
2 Briggsmore
Avenue
Coffee Road to
Oakdale Road 50 101 49 53 44-53 80%
3 Briggsmore
Avenue
McHenry
Avenue to
Coffee Road
45 115 46 51 40-49 72%
4 Briggsmore
Avenue
Tully Road to
McHenry
Avenue
45 120 43 47 39-48 87%
5 Briggsmore
Avenue
Oakdale Road
to Claus Road 50 100 52 55 47-56 100%
6 Dale Road
Snyder Avenue
to Veneman
Avenue
35 106 38 41 33-42 96%
7 El Vista
Avenue
Yosemite
Boulevard to
Scenic Drive
40 142 38 42 34-43 82%
8 Floyd
Avenue
Oakdale Road
to Roselle
Avenue
35 100 39 42 34-43 95%
9 Floyd
Avenue
Roselle Avenue
to Claus Road 40 100 43 45 40-49 100%
10 Orangeburg
Avenue
Briggsmore
Avenue to
Martin Avenue
35 136 39 43 35-44 78%
11 Orangeburg
Avenue
Martin Avenue
to McHenry
Avenue
40 134 39 45 34-43 71%
12 Pelandale
Avenue
Sisk Road to
Dale Road 45 103 48 52 44-53 89%
13 Prescott
Road
Standiford
Avenue to
Rumble Road
35 103 40 42 35-44 96%
14 Prescott
Road
Rumble Road to
Briggsmore
Avenue
35 100 36 41 32-41 84%
15 Scenic Drive Coffee Road to
Oakdale Road 40 151 43 48 39-48 83%
16 Scenic Drive
Lakewood
Avenue to Lillian
Drive
40 104 42 46 38-47 85%
17 Scenic Drive Lillian Drive to
Claus Road 40 102 43 46 38-47 96%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 20 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
18 Scenic Drive Burney Street to
Coffee Road 40 143 40 44 35-44 83%
19 Tully Road
Standiford
Avenue to
Briggsmore
Avenue
30 121 37 41 32-41 88%
20 Tully Road
Briggsmore
Avenue to
Coldwell Avenue
35 132 36 41 31-40 70%
21 La Loma
Avenue
Burney Street to
Yosemite
Boulevard
30 145 33 36 29-38 83%
22 Lincoln
Avenue
Creek Drive to
Yosemite
Boulevard
35 115 38 42 34-43 84%
23 Briggsmore
Avenue
Prescott Road to
Tully Road 45 100 46 49 41-50 89%
24 Carpenter
Road
Maze Boulevard
to Woodland
Avenue
40 161 40 46 37-46 66%
25 Carver Road
Pelandale
Avenue to
Brixton Lane
30 100 34 37 30-39 98%
26 Carver Road
Briggsmore
Avenue to
Orangeburg
Avenue
30 103 29 32 24-33 91%
27 Orangeburg
Avenue
McHenry
Avenue to
Coffee Road
40 102 36 44 30-39 61%
28 Orangeburg
Avenue
Coffee Road to
Oakdale Road 35 113 34 38 30-39 81%
29 Orangeburg
Avenue
Oakdale Road
to Lakewood
Avenue
35 108 34 38 30-39 85%
30 Tully Road Coldwell Avenue
to 9th Street 25 106 34 37 30-39 90%
31 N 9th Street
N Carpenter
Road to Tully
Road
45 100 43 48 39 - 48 63%
32 N 9th Street Tully Road to L
Street 35 100 36 40 32-41 76%
33 6th Street M Street to
Sierra Drive 30 50 32 40 27-36 64%
34 Bangs
Avenue
Dale Road to
Tully Road 45 138 46 50 42-51 73%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 21 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
35 Belharbour
Drive
Roselle Avenue
to Floyd Avenue 25 100 28 32 24-33 88%
36 Beyer Park
Drive
Inspiration Drive
to Sylvan
Meadows Drive
25 61 27 30 21 - 30 67%
37 Blue Bird
Drive
Pelandale
Avenue to
Vintage Drive
25 120 26 30 22 - 31 74%
38 Bodem
Street
Lucern Avenue
to Scenic Drive 25 100 29 33 25 - 34 88%
39 Bowen
Avenue
Geneva Drive to
McHenry
Avenue
25 113 27 31 23 - 32 86%
40 Bridgewood
Way
Palmwood Drive
to Oakdale Road 25 56 27 30 21 - 30 77%
41 E Briggsmore
Avenue
Claus Road to
Santa Fe Avenue 45 117 49 53 45 - 54 91%
42 Brighton
Avenue
Coffee Road to
Scenic Drive 25 107 31 37 26 - 35 73%
43 Burney Street Downey Avenue
to G Street
Not
Posted 50 26 31 22 - 31 88%
44 California
Avenue
S Carpenter
Road to S
Martin Luther
King Drive
30 100 27 30 23 - 32 98%
45 Capistrano
Drive
Pamplona Way
to End 25 100 25 30 21 - 30 75%
46 Carver Road
N 9th Street to
W Briggsmore
Avenue
30 100 35 38 31 - 40 95%
47 Carver Road
W Briggsmore
Avenue to
Standiford
Avenue
30 129 32 35 26 - 35 84%
48 Carver Road
Standiford
Avenue to
Bangs Avenue
30 124 34 38 29 - 38 86%
49 Celeste Drive Coffee Road to
Oakdale Road 30 104 32 35 26 - 35 85%
50 Cheyenne
Way
Marsala Way to
Carver Road 25 100 28 32 23 - 32 86%
51 Claratina
Avenue
McHenry
Avenue to
Oakdale Road
45 116 45 50 42 - 51 76%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 22 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
52 Claus Road
Sylvan Avenue
to E Briggsmore
Avenue
50 100 52 55 47 - 56 76%
53 Coffee Road
Claratina
Avenue to
Sylvan Avenue
40 111 41 46 37-46 82%
54 College
Avenue
Needham Street
to W
Briggsmore
Avenue
25 138 37 40 33 - 42 89%
55 College
Avenue
W Briggsmore
Avenue to
Bowen Avenue
35 120 36 40 31 - 40 88%
56 Conant
Avenue
Veneman
Avenue to Sisk
Road
25 100 27 29 22 - 31 100%
57 Crows
Landing
Road
7th Street to
Hatch Road 35 100 38 41 33 - 42 95%
58 Dale Road
Standiford
Avenue to
Pelandale
Avenue
35 128 40 43 34 - 43 84%
59 Dermond
Road
Belharbour
Drive to Merle
Avenue
25 100 28 32 23 - 32 78%
60 Encina
Avenue
N Santa Rosa
Avenue to N
Riverside Drive
25 100 30 34 25 - 34 83%
61 Evergreen
Avenue
W Orangeburg
Avenue to
Carver Road
30 100 33 35 29 - 38 98%
62 Fine Avenue Esta Avenue to
Merle Avenue 30 100 33 37 29 - 38 79%
63 Floyd
Avenue
McHenry
Avenue to
Oakdale Road
30 115 23 27 18 - 27 75%
64 G Street 9th Street to
Burney Street 25 53 27 29 21 - 30 100%
65 G Street 1st Street to 9th
Street 25 50 28 32 24 - 33 100%
66 E Glenn
Avenue
Crows Landing
Road to
Reliance Street
Not
Posted 100 28 31 25 - 34 94%
67 H Street 9th Street to 1st
Street 25 50 29 33 24 - 33 82%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 23 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
68 H Street Burney Street to
9th Street 25 53 28 32 23 - 32 87%
69 Hashem
Drive
Sylvan Avenue
to Oakdale Road 30 100 27 30 23 - 32 97%
70 W Hatch
Road
S Carpenter
Road to Dallas
Street
45 100 48 52 44 - 53 94%
71 Hillglen
Avenue
La Force Drive
to Roselle
Avenue
25 100 28 34 25 - 34 62%
72 Jefferson
Street
Linden Street to
Paradise Road 30 100 26 29 22 - 31 100%
73 Kodiak Drive La Force Drive
to Fine Avenue 25 100 31 35 27 - 36 78%
74 Lillian Drive
E Orangeburg
Avenue to
Scenic Drive
25 100 22 26 18 - 27 87%
75 Lincoln
Avenue
Dry Creek Drive
to Yosemite
Boulevard
35 100 38 44 33 - 42 70%
76 Lincoln Oak
Drive
Kodiak Drive to
Merle Avenue 25 100 25 31 22 - 31 75%
77 Litt Road City Limit to
Kodiak Drive 25 100 32 37 28 - 37 80%
78 Mable
Avenue
Coffee Road to
Oakdale Road 30 106 32 36 27 - 36 86%
79 Maid
Mariane Lane
Sharon Avenue
to Merle Avenue
Not
posted 100 28 33 25 - 34 79%
80 Manor Oak
Drive
Oakdale Road to
Lincoln Oak
Drive
25 100 29 33 24 - 33 72%
81 S Martin
Luther King
Drive
Maze Boulevard
to Paradise
Road
30 100 28 30 23 - 32 100%
82 S Martin
Luther King
Drive
Maze Boulevard
to Elm Avenue 25 86 28 30 23 - 32 97%
83 N McClure
Road
Dry Creek Drive
to Yosemite
Boulevard
30 100 30 36 25 - 34 76%
84 Merle
Avenue
Oakdale Road to
Roselle Avenue 30 100 30 32 25 - 34 94%
85 Millbrook
Avenue
Sylvan Avenue
to Floyd Avenue 25 100 33 36 28 - 37 86%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 24 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
86 E Morris
Avenue
McHenry
Avenue to
Coffee Road
30 100 31 35 26 - 35 83%
87 Morse Road
Blue Gum
Avenue to
Kansas Avenue
40 100 42 45 38 - 47 100%
88 Mt. Vernon
Drive
Prescott Road to
College Avenue 30 132 31 34 26 - 35 85%
89 Neece Drive
Tuolumne
Boulevard to
Rouse Avenue
Not
Posted 100 39 41 34 - 43 100%
90 Needham
Street
College Avenue
to L Street 35 100 36 40 31 - 40 74%
91 Oakdale
Road
E Briggsmore
Avenue to
Sylvan Avenue
45 114 45 48 40 - 49 92%
92 E
Orangeburg
Avenue
Lakewood
Avenue to Held
Drive
35 100 38 41 32 - 41 79%
93 Palmwood
Drive
Sylvan Meadows
Drive to Sylvan
Avenue
25 117 26 32 21 - 30 81%
94 Paradise
Road
S Martin Luther
King Drive to 1st
Street
30 100 25 28 20 - 29 100%
95 Paradise
Road
S Carpenter
Road to S
Martin Luther
King
Drive/Sutter
Avenue
35 100 34 37 29 - 38 100%
96 Pelandale
Avenue
Dale Road to
McHenry
Avenue
50 109 55 60 50 - 59 72%
97 Penny Ln
Capistrano Drive
to N McClure
Road
25 100 27 32 24 - 33 81%
98 Plaza
Parkway
Sisk Road to
Prescott Road 25 107 30 35 26 - 35 74%
99 Poust Road
Blue Gum
Avenue to
Woodland
Avenue
25 105 27 31 22 - 31 85%
100 Prescott
Road
Bangs Avenue
to Standiford
Avenue
40 138 41 44 37 - 46 89%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 25 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
101 N Riverside
Drive
Edgebrook Drive
to Yosemite
Boulevard
30 100 22 25 18 - 27 98%
102 Rose Avenue
Floyd Avenue to
E Briggsmore
Avenue
30 105 32 35 27 - 36 91%
103 Rose Avenue
E Briggsmore
Avenue to
Scenic Drive
30 109 31 35 25 - 34 75%
104 W Roseburg
Avenue
Carver Road to
McHenry
Avenue
30 113 33 37 28 - 37 81%
105 Rosemore
Avenue
Kansas Avenue
to Blue Gum
Avenue
30 100 34 37 29 - 38 82%
106 E Rumble
Road
McHenry
Avenue to
Hashem Drive
30 110 30 34 25 - 34 81%
107 Sharon
Avenue
Millbrook
Avenue to Fine
Avenue
25 100 29 34 25 - 34 67%
108 Sisk Road
Standiford
Avenue to
Pelandale
Avenue
40 113 42 48 37 - 46 65%
109 Sisk Road
W Briggsmore
Avenue to
Standiford
Avenue
40 138 46 50 40 - 49 70%
110 Snyder
Avenue
Blue Bird Drive
to Prescott Road 30 118 37 41 33 - 42 84%
111 Snyder
Avenue
Prescott Road to
Tully Road 30 110 36 41 32 - 41 81%
112 Sonoma
Avenue
E Orangeburg
Avenue to
Scenic Drive
25 102 30 36 27 - 36 72%
113 Sylvan
Avenue
Roselle Avenue
to Claus Road 45 100 46 50 43 - 52 78%
114
Sylvan
Meadows
Drive
Dragoo Park
Drive to
Palmwood Drive
25 100 26 30 21 - 30 85%
115 Temescal
Drive
Kodiak Drive to
Merle Avenue 25 100 29 32 23 - 32 76%
116 Tioga Drive S Conejo
Avenue to
Not
Posted 53 32 37 27 - 36 79%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 26 No. Street Survey Limits
Existing
Speed
Limit
(mph)
No. Speed
Data
Collected
Median
(mph)
85th
Percentile
(mph)
10-
Mile
Pace
(mph)
Percent
w/in
Pace
Legion Park
Drive
117 Tully Road
Bangs Avenue
to Standiford
Avenue
45 160 45 48 40 - 49 83%
118 W Union
Avenue
Tully Road to
McHenry
Avenue
30 103 30 33 24 - 33 83%
119 Veneman
Avenue
Dale Road to
Snyder Avenue 30 100 25 29 21 - 30 87%
120 Virginia
Avenue
W Roseburg
Avenue to
Needham Street
30 100 32 36 28 - 37 96%
121
S
Washington
Street
Maze Boulevard
to 1st Street
Not
Posted 100 26 28 22 - 31 100%
122 Wood Sorrel
Drive
Sylvan Avenue
to Hillglen
Avenue
Not
posted 100 27 31 23 - 32 82%
123 Woodland
Avenue
N Carpenter
Road to N 9th
Street
30 112 40 46 36 - 45 75%
124 Woodrow
Avenue
Tully Road to
McHenry
Avenue
30 100 30 32 26 - 35 91%
125 Wylie Drive Brighton Avenue
to Oakdale Road 25 115 32 36 27 - 36 83%
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 27
2.2 Average Daily Traffic (ADT) Volumes
The TJKM team collected average daily traffic (ADT) counts for all study segments by conducting tube counts along the segments. These counts were used to determine the collision rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 6 summarizes the roadway classification and ADT volumes for each 125 study segments. The existing ADT volumes for the survey segments are illustrated in Figure 4.
Table 6: Average Daily Traffic Volumes
No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
1 Claus Road
Scenic Drive to
Yosemite
Boulevard
NB/SB Expressway 6/4 13,366 13,819 27,185
2 Briggsmore
Avenue
Coffee Road to
Oakdale Road EB/WB Expressway 4 16,757 16,707 33,464
3 Briggsmore
Avenue
McHenry Avenue
to Coffee Road EB/WB Expressway 4 16,705 16,597 33,302
4 Briggsmore
Avenue
Tully Road to
McHenry Avenue EB/WB Expressway 4 15,830 17,392 33,222
5 Briggsmore
Avenue
Oakdale Road to
Claus Road EB/WB Expressway 4 11,418 11,554 22,972
6 Dale Road
Snyder Avenue
to Veneman
Avenue
NB/SB Principal
Arterial 4 8,419 7,826 16,245
7 El Vista
Avenue
Yosemite
Boulevard to
Scenic Drive
NB/SB Minor Arterial 4 15,198 15,165 30,363
8 Floyd
Avenue
Oakdale Road to
Roselle Avenue EB/WB Minor Arterial 4 6,107 5,891 11,998 9 Floyd
Avenue
Roselle Avenue
to Claus Road EB/WB Minor Arterial 4 3,884 4,070 7,954
10 Orangeburg
Avenue
Briggsmore
Avenue to
Martin Avenue
EB/WB Minor Arterial 4 8,742 8,717 17,459
11 Orangeburg
Avenue
Martin Avenue
to McHenry
Avenue
EB/WB Minor Arterial 4 8,683 7,941 16,624
12 Pelandale
Avenue
Sisk Road to
Dale Road EB/WB Principal Arterial 6 13,629 14,384 28,013 13 Prescott
Road
Standiford
Avenue to
Rumble Road
NB/SB Minor Arterial 4 8,158 8,239 16,397
14 Prescott
Road
Rumble Road to
Briggsmore
Avenue
NB/SB Minor Arterial 4 8,759 9,019 17,778
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 28 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
15 Scenic Drive Coffee Road to
Oakdale Road EB/WB Major Collector 4 14,350 15,664 30,014 16 Scenic Drive
Lakewood
Avenue to Lillian
Drive
EB/WB Major
Collector 2 5,892 6,428 12,320
17 Scenic Drive Lillian Drive to
Claus Road EB/WB Major Collector 2 5,488 5,774 11,262
18 Scenic Drive Burney Street to
Coffee Road EB/WB Major Collector 4 14,665 17,493 32,158 19 Tully Road
Standiford
Avenue to
Briggsmore
Avenue
NB/SB Minor Arterial 4 12,573 11,643 24,216
20 Tully Road
Briggsmore
Avenue to
Coldwell Avenue
NB/SB Minor Arterial 4 6,811 7,447 14,258
21 La Loma
Avenue
Burney Street to
Yosemite
Boulevard
EB/WB Minor
Collector 2 4,053 4,352 8,405
22 Lincoln
Avenue
Creek Drive to
Yosemite
Boulevard
NB/SB Minor
Collector 2 2,188 2,264 4,452
23 Briggsmore
Avenue
Prescott Road to
Tully Road EB/WB Expressway 4 17,010 17,046 34,056
24 Carpenter
Road
Maze Boulevard
to Woodland
Avenue
NB/SB Minor Arterial 4 11,979 12,815 24,794
25 Carver Road
Pelandale
Avenue to
Brixton Lane
NB/SB Minor
Collector 2 2,695 2,990 5,685
26 Carver Road
Briggsmore
Avenue to
Orangeburg
Avenue
NB/SB Minor
Collector 2 3,185 3,560 6,745
27 Orangeburg
Avenue
McHenry Avenue
to Coffee Road EB/WB Minor Arterial 4 8,124 7,870 15,994 28 Orangeburg
Avenue
Coffee Road to
Oakdale Road EB/WB Minor Collector 2 4,683 4,632 9,315
29 Orangeburg
Avenue
Oakdale Road to
Lakewood
Avenue
EB/WB Minor
Collector 2 3,064 3,220 6,284
30 Tully Road Coldwell Avenue
to 9th Street NB/SB Minor Arterial 2 4,712 5,525 10,237 31 N 9th Street
N Carpenter
Road to Tully
Road
NB/SB Principal
Arterial 3 3,814 4,665 8,479
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 29 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
32 N 9th Street Tully Road to L
Street NB/SB Downtown Collector 4 6,852 8,612 15,464
33 6th Street M Street to
Sierra Drive EB/WB Downtown Collector 2 to 4 0 9,010 9,010 34 Bangs
Avenue
Dale Road to
Tully Road EB/WB Minor Collector 2 2,492 2,377 4,869
35 Belharbour
Drive
Roselle Avenue
to Floyd Avenue EB/WB Minor Collector 2 712 902 1,614
36 Beyer Park
Drive
Inspiration Drive
to Sylvan
Meadows Drive
NB/SB Minor
Collector 2 294 279 573
37 Blue Bird
Drive
Pelandale
Avenue to
Vintage Drive
NB/SB Minor
Collector 2 862 887 1,749
38 Bodem
Street
Lucern Avenue
to Scenic Drive NB/SB Minor Collector 2 1,568 4,671 6,239 39 Bowen
Avenue
Geneva Drive to
McHenry Avenue EB/WB Minor Collector 2 2,537 1,732 4,269 40 Bridgewood
Way
Palmwood Drive
to Oakdale Road EB/WB Minor Collector 2 630 693 1,323
41 E
Briggsmore
Avenue
Claus Road to
Santa Fe Avenue EB/WB Expressway 4 5,391 5,155 10,546
42 Brighton
Avenue
Coffee Road to
Scenic Drive NB/SB Minor Collector 2 1,310 1,896 3,206
43 Burney
Street
Downey Avenue
to G Street NB/SB Minor Arterial 2 11,672 0 11,672
44 California
Avenue
S Carpenter
Road to S Martin
Luther King Drive
EB/WB Minor
Collector 2 2,358 2,172 4,530
45 Capistrano
Drive
Pamplona Way
to End NB/SB Minor Collector 2 627 1,032 1,659
46 Carver Road
N 9th Street to
W Briggsmore
Avenue
NB/SB Minor
Collector 2 2,911 3,582 6,493
47 Carver Road
W Briggsmore
Avenue to
Standiford
Avenue
NB/SB Minor
Collector 2 3,533 3,618 7,151
48 Carver Road
Standiford
Avenue to Bangs
Avenue
NB/SB Minor
Collector 2 2,678 2,931 5,609
49 Celeste
Drive
Coffee Road to
Oakdale Road EB/WB Minor Collector 2 1,602 1,930 3,532
50 Cheyenne
Way
Marsala Way to
Carver Road EB/WB Minor Collector 2 537 509 1,046
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 30 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
51 Claratina
Avenue
McHenry Avenue
to Oakdale Road EB/WB Expressway 2 8,577 7,144 15,721
52 Claus Road
Sylvan Avenue to
E Briggsmore
Avenue
NB/SB Expressway 2 10,019 10,591 20,610
53 Coffee
Road
Claratina Avenue
to Sylvan Avenue NB/SB Minor Arterial 4 9,048 9,885 18,933 54 College
Avenue
Needham Street
to W Briggsmore
Avenue
NB/SB Minor
Collector 2 5,890 4,984 10,874
55 College
Avenue
W Briggsmore
Avenue to
Bowen Avenue
NB/SB Minor
Collector 4 3,748 2,894 6,642
56 Conant
Avenue
Veneman
Avenue to Sisk
Road
NB/SB Minor
Collector 2 2,298 1,876 4,174
57 Crows
Landing
Road
7th Street to
Hatch Road NB/SB Minor Arterial 2 to 4 14,710 15,575 30,285 58 Dale Road
Standiford
Avenue to
Pelandale
Avenue
NB/SB Principal
Arterial 4 9,368 8,888 18,256
59 Dermond
Road
Belharbour Drive
to Merle Avenue NB/SB Minor Collector 2 519 476 995
60 Encina
Avenue
N Santa Rosa
Avenue to N
Riverside Drive
EB/WB Minor
Collector 2 1,925 1,891 3,816
61 Evergreen
Avenue
W Orangeburg
Avenue to Carver
Road
EB/WB Minor
Collector 2 1,980 1,513 3,493
62 Fine
Avenue
Esta Avenue to
Merle Avenue NB/SB Minor Collector 2 1,602 1,433 3,035
63 Floyd
Avenue
McHenry Avenue
to Oakdale Road EB/WB Minor Collector 2 3,731 3,849 7,580 64 G Street 9th Street to
Burney Street NB/SB Downtown Collector 3 11,791 0 11,791 65 G Street 1st Street to 9th
Street NB/SB Downtown Collector 3 4,782 0 4,782
66 E Glenn
Avenue
Crows Landing
Road to Reliance
Street
EB/WB Minor
Collector 2 469 342 811
67 H Street 9th Street to 1st
Street NB/SB Downtown Collector 3 0 13,090 13,090
68 H Street Burney Street to
9th Street NB/SB Downtown Collector 3 0 12,385 12,385
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 31 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
69 Hashem
Drive
Sylvan Avenue to
Oakdale Road NB/SB Minor Collector 2 1,510 1,694 3,204
70 W Hatch
Road
S Carpenter
Road to Dallas
Street
EB/WB Minor Arterial 2 to 3 5,715 6,031 11,746
71 Hillglen
Avenue
La Force Drive to
Roselle Avenue EB/WB Minor Collector 2 895 1,099 1,994
72 Jefferson
Street
Linden Street to
Paradise Road NB/SB Minor Collector 2 550 834 1,384
73 Kodiak
Drive
La Force Drive to
Fine Avenue EB/WB Minor Collector 2 1,578 1,485 3,063
74 Lillian Drive
E Orangeburg
Avenue to Scenic
Drive
NB/SB Minor
Collector 2 664 503 1,167
75 Lincoln
Avenue
Dry Creek Drive
to Yosemite
Boulevard
NB/SB Minor Arterial 2 1,629 1,672 3,301
76 Lincoln Oak
Drive
Kodiak Drive to
Merle Avenue NB/SB Minor Collector 2 1,065 1,304 2,369
77 Litt Road City Limit to
Kodiak Drive NB/SB Minor Collector 2 1,657 1,275 2,932
78 Mable
Avenue
Coffee Road to
Oakdale Road EB/WB Minor Collector 2 2,186 1,885 4,071
79 Maid
Mariane
Lane
Sharon Avenue
to Merle Avenue NB/SB Minor Collector 2 1,111 1,028 2,139 80 Manor Oak
Drive
Oakdale Road to
Lincoln Oak
Drive
EB/WB Minor
Collector 2 847 721 1,568
81 S Martin
Luther King
Drive
Maze Boulevard
to Paradise Road NB/SB Minor Collector 2 3,611 3,200 6,811 82 S Martin
Luther King
Drive
Maze Boulevard
to Elm Avenue NB/SB Minor Collector 2 793 778 1,571
83 N McClure
Road
Dry Creek Drive
to Yosemite
Boulevard
NB/SB Minor
Collector 2 1,471 1,520 2,991
84 Merle
Avenue
Oakdale Road to
Roselle Avenue EB/WB Minor Collector 2 2,610 2,426 5,036 85 Millbrook
Avenue
Sylvan Avenue to
Floyd Avenue NB/SB Minor Collector 2 1,520 1,411 2,931
86 E Morris
Avenue
McHenry Avenue
to Coffee Road EB/WB Minor Collector 2 3,555 3,658 7,213 #5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 32 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
87 Morse Road
Blue Gum
Avenue to
Kansas Avenue
NB/SB Minor Arterial 2 482 372 854
88 Mt. Vernon
Drive
Prescott Road to
College Avenue EB/WB Minor Collector 2 1,949 1,706 3,655 89 Neece Drive
Tuolumne
Boulevard to
Rouse Avenue
NB/SB Minor
Collector 2 3,583 3,366 6,949
90 Needham
Street
College Avenue
to L Street EB/WB Minor Arterial 4 6,309 8,238 14,547
91 Oakdale
Road
E Briggsmore
Avenue to Sylvan
Avenue
NB/SB Minor Arterial 4 to 5 14,796 14,840 29,636
92 E
Orangeburg
Avenue
Lakewood
Avenue to Held
Drive
EB/WB Minor
Collector 2 2,435 2,192 4,627
93 Palmwood
Drive
Sylvan Meadows
Drive to Sylvan
Avenue
NB/SB Minor
Collector 2 1,387 1,275 2,662
94 Paradise
Road
S Martin Luther
King Drive to 1st
Street
EB/WB Minor Arterial 2 4,045 4,277 8,322
95 Paradise
Road
S Carpenter
Road to S Martin
Luther King
Drive/Sutter
Avenue
EB/WB Minor Arterial 2 6,383 5,990 12,373
96 Pelandale
Avenue
Dale Road to
McHenry Avenue EB/WB Expressway 6 11,604 10,358 21,962
97 Penny Ln
Capistrano Drive
to N McClure
Road
EB/WB Minor
Collector 2 949 868 1,817
98 Plaza
Parkway
Sisk Road to
Prescott Road EB/WB Major Collector 4 4,213 3,671 7,884 99 Poust Road
Blue Gum
Avenue to
Woodland
Avenue
NB/SB Minor
Collector 2 651 576 1,227
100 Prescott
Road
Bangs Avenue to
Standiford
Avenue
NB/SB Minor Arterial 4 4,926 4,609 9,535
101 N Riverside
Drive
Edgebrook Drive
to Yosemite
Boulevard
NB/SB Minor
Collector 2 2,630 2,439 5,069
102 Rose
Avenue
Floyd Avenue to
E Briggsmore
Avenue
NB/SB Minor
Collector 2 2,751 2,561 5,312
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 33 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
103 Rose
Avenue
E Briggsmore
Avenue to Scenic
Drive
NB/SB Minor
Collector 2 2,562 2,694 5,256
104
W
Roseburg
Avenue
Carver Road to
McHenry Avenue EB/WB Minor Collector 2 1,997 2,188 4,185 105 Rosemore
Avenue
Kansas Avenue
to Blue Gum
Avenue
NB/SB Minor
Collector 2 1,385 1,244 2,629
106 E Rumble
Road
McHenry Avenue
to Hashem Drive EB/WB Minor Collector 2 2,173 2,191 4,364 107 Sharon
Avenue
Millbrook
Avenue to Fine
Avenue
EB/WB Minor
Collector 2 603 401 1,004
108 Sisk Road
Standiford
Avenue to
Pelandale
Avenue
NB/SB Minor Arterial 4 7,690 5,593 13,283
109 Sisk Road
W Briggsmore
Avenue to
Standiford
Avenue
NB/SB Minor Arterial 4 7,697 7,432 15,129
110 Snyder
Avenue
Blue Bird Drive
to Prescott Road EB/WB Minor Collector 2 3,538 3,798 7,336 111 Snyder
Avenue
Prescott Road to
Tully Road EB/WB Minor Collector 2 2,349 2,344 4,693
112 Sonoma
Avenue
E Orangeburg
Avenue to Scenic
Drive
NB/SB Minor
Collector 2 738 865 1,603
113 Sylvan
Avenue
Roselle Avenue
to Claus Road EB/WB Minor Arterial 4 5,660 4,364 10,024 114
Sylvan
Meadows
Drive
Dragoo Park
Drive to
Palmwood Drive
EB/WB Minor
Collector 2 1,135 870 2,005
115 Temescal
Drive
Kodiak Drive to
Merle Avenue NB/SB Minor Collector 2 622 626 1,248
116 Tioga Drive
S Conejo Avenue
to Legion Park
Drive
NB/SB Minor
Collector 2 394 312 706
117 Tully Road
Bangs Avenue to
Standiford
Avenue
NB/SB Principal
Arterial 2 9,172 8,945 18,117
118 W Union
Avenue
Tully Road to
McHenry Avenue EB/WB Minor Collector 2 1,852 1,729 3,581 119 Veneman
Avenue
Dale Road to
Snyder Avenue EB/WB Minor Collector 2 1,010 800 1,810
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 34 No. Street Survey Limits Direction Roadway
Classification
No.
of
Lanes
Average Daily Traffic Volumes
NB/EB SB/WB Two Way
Total
120 Virginia
Avenue
W Roseburg
Avenue to
Needham Street
NB/SB Minor
Collector 2 1,221 1,061 2,282
121
S
Washington
Street
Maze Boulevard
to 1st Street NB/SB Minor Collector 2 367 389 756
122 Wood
Sorrel Drive
Sylvan Avenue to
Hillglen Avenue NB/SB Minor Collector 2 633 706 1,339
123 Woodland
Avenue
N Carpenter
Road to N 9th
Street
EB/WB Major
Collector 2 5,910 6,880 12,790
124 Woodrow
Avenue
Tully Road to
McHenry Avenue EB/WB Minor Collector 2 1,741 1,820 3,561 125 Wylie Drive Brighton Avenue
to Oakdale Road EB/WB Minor Collector 2 2,181 1,788 3,969 #5..
- 135 -
MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINKAVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE
MODES TO V RI G NI AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE
STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
11672
1339
995
2139
1571
6642
2662
10237
756
6239
573
5685
8322
811
1323
1004
7884
1659
16245
12320
6745
1167
1227
174 59
1749
16397
6949
3493
14547
5069
13090
4782
706
1568 1614
10546
1384
15464
2991
3301 4452
6811
1248
2369 1603
18933
11791
5312
11262
2931
17778
1817
12385
12790
2932
3969
3206
32158
2282
9535
18117
854
2629
5609
3204
24794
30363
9010
6493
18256
30285
5256
1994
4174
14258
5036
7151
4071
11998
3532
6284
33464
9315
7954
3561
7213
10024
33222
15994
3581
8405
30014
4530
33302
28013
24216
1046
34056
4693
27185
2005
29636
12373
20610
4269
1810
3035
3655
10874
8479
13283
4627
7336
15129
4185
11746
4364 3063
16624
3816
15721
22972
7580
4869
21962
0 0.5 1 2
Miles
¯ Figure 4 : Average Daily Traffic Count
108
132
99 99
Modesto City Limits
Study Segments
Traffic Counts
City Roadways
Segment ID
LEGEND
00 XXXX
#5..
- 136 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 36
2.3 Traffic Collision Data
Collisions reported at study segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of three years from January 2022 to December 2024. Collision rates are a significant factor in determining the appropriate speed limits.
Table 7 summarizes the type and the total number of collisions for all study segments. Table 8 and Figure 5 summarize the collision rates for the study segments in comparison with the statewide averages. Raw collision data is available in Appendix B of this report.
Definitions for Collision Types: The types of collisions and their definitions are defined by CHP and are listed below:
Head-On: Two motor vehicles, approaching from opposite directions, make direct contact. For example, the front of one vehicle collides with the front of another, or prior to impact, one vehicle skids sideways, causing the side of the skidding vehicle to collide with the front of the other.
Sideswipe: One motor vehicle strikes the side of another with a glancing blow. For example, two vehicles are proceeding in the same direction or from opposite directions, and the side of one vehicle strikes the side of the other.
Rear End: Two motor vehicles, traveling in the same direction, make direct contact. For example, the front of one vehicle strikes the rear of another vehicle, or Vehicle #1 approaches Vehicle #2 from the rear and skids sideways during a braking action, causing the side of Vehicle #1 to strike the rear of Vehicle #2.
Broadside: One motor vehicle strikes another vehicle at an angle greater than that of a sideswipe.
Hit Object: A motor vehicle strikes a fixed object or other object.
Overturned: A motor vehicle overturns and no prior collision or hitting an object caused the overturning.
This would include a motorcyclist losing control, causing the vehicle to lie down on its side.
Auto/Ped: A vehicle strikes a pedestrian.
Other: A collision not covered in the preceding elements. This entry shall be explained in the narrative, such as a vehicle involved with - a bicycle, train, or animal; an automobile fire; passengers falling or jumping from a vehicle; a vehicle backing; a bicycle involved with a pedestrian or another bicycle, etc. #5..
- 137 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 37 Table 7: Collision History Summary (Jan. 2022 – Dec. 2024) No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
1 Claus Road
Scenic Drive
to Yosemite
Boulevard
27 0 1 3 8 13 1 0 1 1 2 4 8 12
2 Briggsmore
Avenue
Coffee Road
to Oakdale
Road
31 0 1 15 1 13 1 0 0 0 1 6 14 10
3 Briggsmore
Avenue
McHenry
Avenue to
Coffee Road
43 1 4 20 3 13 0 2 0 0 0 9 13 21
4 Briggsmore
Avenue
Tully Road
to McHenry
Avenue
42 1 0 25 4 9 0 2 1 0 1 10 18 13
5 Briggsmore
Avenue
Oakdale
Road to
Claus Road
27 0 5 9 3 5 4 1 0 1 1 6 9 10
6 Dale Road
Snyder
Avenue to
Veneman
Avenue
7 0 1 1 5 0 0 0 0 0 1 4 1 1
7 El Vista
Avenue
Yosemite
Boulevard
to Scenic
Drive
58 3 7 20 19 3 0 4 2 0 5 14 24 15
8 Floyd
Avenue
Oakdale
Road to
Roselle
Avenue
27 3 4 2 9 7 0 0 2 0 2 12 7 6
9 Floyd
Avenue
Roselle
Avenue to
Claus Road
12 0 1 0 8 3 0 0 0 0 0 4 5 3
10 Orangeburg
Avenue
Briggsmore
Avenue to
Martin
Avenue
13 1 1 1 5 5 0 0 0 0 0 3 3 7
11 Orangeburg
Avenue
Martin
Avenue to 57 0 13 17 10 7 1 8 1 0 2 21 13 21
#5..
- 138 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 38 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
McHenry
Avenue
12 Pelandale
Avenue
Sisk Road to
Dale Road 38 1 5 8 22 1 0 1 0 1 0 7 20 10
13 Prescott
Road
Standiford
Avenue to
Rumble
Road
9 1 1 0 5 0 0 1 1 0 0 0 9 0
14 Prescott
Road
Rumble
Road to
Briggsmore
Avenue
14 0 2 6 3 1 0 2 0 0 0 0 14 0
15 Scenic Drive
Coffee Road
to Oakdale
Road
51 5 14 12 10 9 0 1 0 0 0 9 18 24
16 Scenic Drive
Lakewood
Avenue to
Lillian Drive
8 2 0 2 4 0 0 0 0 0 1 4 2 1
17 Scenic Drive
Lillian Drive
to Claus
Road
11 0 0 3 1 7 0 0 0 0 0 7 3 1
18 Scenic Drive
Burney
Street to
Coffee Road
42 0 6 9 12 13 0 2 0 0 2 6 21 13
19 Tully Road
Standiford
Avenue to
Briggsmore
Avenue
52 2 9 16 13 2 0 5 5 1 1 7 21 22
20 Tully Road
Briggsmore
Avenue to
Coldwell
Avenue
45 3 7 18 7 6 0 1 3 0 0 11 18 16
21 La Loma
Avenue
Burney
Street to
Yosemite
Boulevard
15 1 4 5 2 0 1 2 0 1 1 2 11 9
#5..
- 139 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 39 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
22 Lincoln
Avenue
Creek Drive
to Yosemite
Boulevard
11 2 1 2 1 4 0 1 0 1 0 1 9 8
23 Briggsmore
Avenue
Prescott
Road to
Tully Road
38 1 4 18 1 11 0 1 2 1 0 5 15 17
24 Carpenter
Road
Maze
Boulevard
to
Woodland
Avenue
44 5 4 11 13 9 1 1 0 1 0 8 20 15
25 Carver Road
Pelandale
Avenue to
Brixton Lane
7 0 2 2 0 3 0 0 0 1 0 0 2 4
26 Carver Road
Briggsmore
Avenue to
Orangeburg
Avenue
9 0 0 4 1 3 0 1 0 0 0 3 2 4
27 Orangeburg
Avenue
McHenry
Avenue to
Coffee Road
51 2 12 17 12 3 2 3 0 0 1 7 22 21
28 Orangeburg
Avenue
Coffee Road
to Oakdale
Road
46 3 5 24 11 1 0 2 0 0 1 7 16 22
29 Orangeburg
Avenue
Oakdale
Road to
Lakewood
Avenue
21 0 2 9 1 3 0 4 2 0 0 9 2 10
30 Tully Road
Coldwell
Avenue to
9th Street
6 0 0 1 0 5 0 0 0 0 0 4 0 2
31 N 9th Street
N Carpenter
Road to
Tully Road
31 1 2 6 14 6 0 2 0 0 1 10 13 7
32 N 9th Street Tully Road
to L Street 29 1 10 3 10 5 0 0 0 0 0 7 8 14
#5..
- 140 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 40 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
33 6th Street M Street to
Sierra Drive 90 2 6 3 75 2 1 1 0 0 2 27 43 18
34 Bangs
Avenue
Dale Road
to Tully
Road
10 0 0 2 5 3 0 0 0 0 0 3 5 2
35 Belharbour
Drive
Roselle
Avenue to
Floyd
Avenue
9 1 0 0 7 1 0 0 0 0 0 6 2 1
36 Beyer Park
Drive
Inspiration
Drive to
Sylvan
Meadows
Drive
1 0 0 0 1 0 0 0 0 0 0 0 0 1
37 Blue Bird
Drive
Pelandale
Avenue to
Vintage
Drive
7 0 1 0 6 0 0 0 0 0 0 2 2 3
38 Bodem
Street
Lucern
Avenue to
Scenic Drive
15 0 3 5 4 3 0 0 0 0 0 1 8 6
39 Bowen
Avenue
Geneva
Drive to
McHenry
Avenue
47 3 5 12 11 8 0 6 2 3 0 12 17 15
40 Bridgewood
Way
Palmwood
Drive to
Oakdale
Road
4 2 0 0 0 2 0 0 0 0 0 0 1 3
41 E
Briggsmore
Avenue
Claus Road
to Santa Fe
Avenue
27 0 3 5 14 4 0 1 0 0 2 5 14 6
42 Brighton
Avenue
Coffee Road
to Scenic
Drive
16 2 1 4 8 0 0 1 0 0 1 4 8 3
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 41 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
43 Burney
Street
Downey
Avenue to G
Street
25 2 3 7 10 2 0 1 0 0 1 5 12 7
44 California
Avenue
S Carpenter
Road to S
Martin
Luther King
Drive
31 3 3 6 15 2 0 1 1 0 0 7 17 7
45 Capistrano
Drive
Pamplona
Way to End 1 0 0 0 1 0 0 0 0 0 0 0 1 0
46 Carver Road
N 9th Street
to W
Briggsmore
Avenue
57 4 1 7 32 8 0 4 1 1 4 15 25 12
47 Carver Road
W
Briggsmore
Avenue to
Standiford
Avenue
51 2 6 10 26 4 0 1 2 0 0 4 24 23
48 Carver Road
Standiford
Avenue to
Bangs
Avenue
20 0 2 4 8 6 0 0 0 1 0 5 6 8
49 Celeste
Drive
Coffee Road
to Oakdale
Road
28 1 2 5 15 2 1 1 1 0 0 7 11 10
50 Cheyenne
Way
Marsala
Way to
Carver Road
8 0 2 2 1 3 0 0 0 0 0 1 2 5
51 Claratina
Avenue
McHenry
Avenue to
Oakdale
Road
39 4 3 10 6 16 0 0 0 0 4 9 8 18
52 Claus Road
Sylvan
Avenue to E
Briggsmore
Avenue
56 1 6 24 21 3 0 1 0 0 2 13 25 16
#5..
- 142 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 42 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
53 Coffee Road
Claratina
Avenue to
Sylvan
Avenue
74 11 10 12 21 16 1 3 0 0 2 15 32 25
54 College
Avenue
Needham
Street to W
Briggsmore
Avenue
83 12 6 17 31 6 1 7 3 0 4 23 42 14
55 College
Avenue
W
Briggsmore
Avenue to
Bowen
Avenue
7 0 0 3 1 1 0 2 0 1 0 2 1 3
56 Conant
Avenue
Veneman
Avenue to
Sisk Road
21 1 3 1 12 2 1 1 0 1 1 4 8 7
57 Crows
Landing
Road
7th Street to
Hatch Road 33 0 6 12 6 7 1 0 1 0 1 3 12 18
58 Dale Road
Standiford
Avenue to
Pelandale
Avenue
60 2 11 14 28 5 0 0 0 1 2 19 23 15
59 Dermond
Road
Belharbour
Drive to
Merle
Avenue
0 0 0 0 0 0 0 0 0 0 0 0 0 0
60 Encina
Avenue
N Santa
Rosa
Avenue to N
Riverside
Drive
30 3 7 3 9 6 0 2 0 0 0 6 13 11
61 Evergreen
Avenue
W
Orangeburg
Avenue to
Carver Road
15 0 2 2 9 2 0 0 0 0 0 4 6 5
#5..
- 143 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 43 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
62 Fine Avenue
Esta Avenue
to Merle
Avenue
8 0 0 0 2 2 0 3 1 0 2 2 4 0
63 Floyd
Avenue
McHenry
Avenue to
Oakdale
Road
111 9 17 23 37 12 0 13 0 0 5 22 39 45
64 G Street
9th Street to
Burney
Street
62 3 8 9 34 4 1 3 0 0 0 11 31 20
65 G Street 1st Street to
9th Street 74 2 10 6 49 2 1 3 1 0 3 15 35 21
66 E Glenn
Avenue
Crows
Landing
Road to
Reliance
Street
1 0 0 0 0 1 0 0 0 0 0 0 0 1
67 H Street 9th Street to
1st Street 119 4 17 14 72 6 0 4 2 0 4 24 50 41
68 H Street
Burney
Street to 9th
Street
76 4 10 14 35 4 0 8 1 0 0 17 36 23
69 Hashem
Drive
Sylvan
Avenue to
Oakdale
Road
12 1 1 2 6 1 0 0 1 0 0 5 4 3
70 W Hatch
Road
S Carpenter
Road to
Dallas Street
58 8 4 15 10 16 1 4 0 1 3 16 20 18
71 Hillglen
Avenue
La Force
Drive to
Roselle
Avenue
5 0 0 2 1 0 1 1 0 0 0 2 2 1
72 Jefferson
Street
Linden
Street to
Paradise
Road
24 1 1 1 14 4 1 1 1 0 0 8 11 5
#5..
- 144 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 44 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
73 Kodiak Drive
La Force
Drive to Fine
Avenue
7 0 1 1 2 3 0 0 0 0 0 1 2 4
74 Lillian Drive
E
Orangeburg
Avenue to
Scenic Drive
4 0 2 0 1 1 0 0 0 0 0 1 2 1
75 Lincoln
Avenue
Dry Creek
Drive to
Yosemite
Boulevard
26 0 2 8 7 8 0 0 1 0 2 5 8 11
76 Lincoln Oak
Drive
Kodiak Drive
to Merle
Avenue
11 3 3 0 4 1 0 0 0 0 2 4 2 3
77 Litt Road City Limit to
Kodiak Drive 9 1 1 1 2 4 0 0 0 0 0 1 2 6
78 Mable
Avenue
Coffee Road
to Oakdale
Road
12 1 1 4 2 2 0 2 0 0 1 3 5 3
79 Maid
Mariane
Lane
Sharon
Avenue to
Merle
Avenue
3 0 0 0 0 2 0 0 1 0 0 2 0 1
80 Manor Oak
Drive
Oakdale
Road to
Lincoln Oak
Drive
7 1 1 1 3 1 0 0 0 0 0 2 2 3
81 S Martin
Luther King
Drive
Maze
Boulevard
to Paradise
Road
46 3 2 10 19 7 0 4 1 0 3 12 16 15
82 S Martin
Luther King
Drive
Maze
Boulevard
to Elm
Avenue
2 0 0 0 1 1 0 0 0 0 0 0 0 2
83 N McClure
Road
Dry Creek
Drive to 19 0 1 7 9 1 0 0 1 0 0 3 13 3
#5..
- 145 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 45 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
Yosemite
Boulevard
84 Merle
Avenue
Oakdale
Road to
Roselle
Avenue
17 4 3 4 5 0 0 0 1 0 0 7 6 4
85 Millbrook
Avenue
Sylvan
Avenue to
Floyd
Avenue
16 1 5 2 5 2 0 0 1 0 1 4 5 6
86 E Morris
Avenue
McHenry
Avenue to
Coffee Road
57 6 12 7 20 4 1 4 3 1 2 9 28 17
87 Morse Road
Blue Gum
Avenue to
Kansas
Avenue
1 1 0 0 0 0 0 0 0 0 0 1 0 0
88 Mt. Vernon
Drive
Prescott
Road to
College
Avenue
36 2 4 3 20 4 0 2 1 0 0 8 14 14
89 Neece Drive
Tuolumne
Boulevard
to Rouse
Avenue
8 0 0 3 3 2 0 0 0 0 0 3 2 3
90 Needham
Street
College
Avenue to L
Street
29 2 2 3 14 3 0 2 3 1 0 7 13 8
91 Oakdale
Road
E
Briggsmore
Avenue to
Sylvan
Avenue
120 9 10 32 44 22 1 2 0 0 3 37 45 35
92 E
Orangeburg
Avenue
Lakewood
Avenue to
Held Drive
38 7 7 6 12 4 0 1 1 0 1 12 17 8
#5..
- 146 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 46 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
93 Palmwood
Drive
Sylvan
Meadows
Drive to
Sylvan
Avenue
5 0 0 0 1 1 0 2 1 0 0 1 2 2
94 Paradise
Road
S Martin
Luther King
Drive to 1st
Street
29 2 4 5 8 5 0 5 0 0 0 9 14 6
95 Paradise
Road
S Carpenter
Road to S
Martin
Luther King
Drive/Sutter
Avenue
32 0 2 6 12 5 0 4 3 0 0 6 11 15
96 Pelandale
Avenue
Dale Road
to McHenry
Avenue
70 4 7 13 27 17 0 2 0 4 4 16 32 14
97 Penny Ln
Capistrano
Drive to N
McClure
Road
4 0 1 0 3 0 0 0 0 0 1 0 1 2
98 Plaza
Parkway
Sisk Road to
Prescott
Road
16 1 1 5 4 1 0 3 1 0 0 4 7 5
99 Poust Road
Blue Gum
Avenue to
Woodland
Avenue
0 0 0 0 0 0 0 0 0 0 0 0 0 0
100 Prescott
Road
Bangs
Avenue to
Standiford
Avenue
68 6 6 8 21 21 0 3 3 2 5 15 29 17
101 N Riverside
Drive
Edgebrook
Drive to
Yosemite
Boulevard
30 0 5 9 14 2 0 0 0 0 0 3 14 13
#5..
- 147 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 47 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
102 Rose
Avenue
Floyd
Avenue to E
Briggsmore
Avenue
49 2 7 7 26 3 1 3 0 0 3 7 24 15
103 Rose
Avenue
E
Briggsmore
Avenue to
Scenic Drive
37 2 3 12 16 2 0 1 1 0 0 8 17 12
104 W Roseburg
Avenue
Carver Road
to McHenry
Avenue
51 5 5 12 24 5 0 0 0 0 3 11 22 15
105 Rosemore
Avenue
Kansas
Avenue to
Blue Gum
Avenue
9 0 1 1 4 2 0 0 1 0 0 0 7 2
106 E Rumble
Road
McHenry
Avenue to
Hashem
Drive
68 8 9 11 33 4 0 2 1 1 0 16 34 17
107 Sharon
Avenue
Millbrook
Avenue to
Fine Avenue
5 0 0 0 0 2 0 2 1 0 0 3 1 1
108 Sisk Road
Standiford
Avenue to
Pelandale
Avenue
82 3 8 15 38 17 0 0 1 0 1 11 40 30
109 Sisk Road
W
Briggsmore
Avenue to
Standiford
Avenue
90 4 14 16 36 15 2 2 1 2 4 16 36 32
110 Snyder
Avenue
Blue Bird
Drive to
Prescott
Road
27 3 2 5 10 5 0 1 1 1 1 7 10 8
111 Snyder
Avenue
Prescott
Road to
Tully Road
14 0 2 8 4 0 0 0 0 0 0 0 6 8
#5..
- 148 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 48 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
112 Sonoma
Avenue
E
Orangeburg
Avenue to
Scenic Drive
4 2 0 2 0 0 0 0 0 0 0 0 2 2
113 Sylvan
Avenue
Roselle
Avenue to
Claus Road
50 0 8 6 13 20 0 1 2 0 3 9 15 23
114
Sylvan
Meadows
Drive
Dragoo Park
Drive to
Palmwood
Drive
14 3 1 2 3 2 0 3 0 0 1 3 4 6
115 Temescal
Drive
Kodiak Drive
to Merle
Avenue
2 0 1 1 0 0 0 0 0 0 0 1 0 1
116 Tioga Drive
S Conejo
Avenue to
Legion Park
Drive
0 0 0 0 0 0 0 0 0 0 0 0 0 0
117 Tully Road
Bangs
Avenue to
Standiford
Avenue
46 1 5 8 21 8 0 2 1 2 1 12 17 14
118 W Union
Avenue
Tully Road
to McHenry
Avenue
21 1 0 3 8 5 0 3 1 1 1 2 8 9
119 Veneman
Avenue
Dale Road
to Snyder
Avenue
11 0 1 2 4 4 0 0 0 0 0 5 1 5
120 Virginia
Avenue
W Roseburg
Avenue to
Needham
Street
7 0 0 0 5 1 0 0 1 0 0 1 5 1
121
S
Washington
Street
Maze
Boulevard
to 1st Street
6 1 1 1 0 3 0 0 0 0 0 0 2 4
#5..
- 149 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 49 No. Street Survey
Limits
Total No.
of
Collisions
Collision Type Collision Severity
HeadOn Sideswipe Rear
End
BroadsideHit
Object
OverturnedAuto/
Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
122 Wood Sorrel
Drive
Sylvan
Avenue to
Hillglen
Avenue
4 0 0 0 3 1 0 0 0 0 0 1 2 1
123 Woodland
Avenue
N Carpenter
Road to N
9th Street
15 0 1 6 4 3 1 0 0 0 0 1 9 5
124 Woodrow
Avenue
Tully Road
to McHenry
Avenue
17 0 5 2 5 3 0 1 1 0 1 4 6 6
125 Wylie Drive
Brighton
Avenue to
Oakdale
Road
25 2 5 4 7 2 0 4 1 0 1 3 12 9
#5..
- 150 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 50 Table 8: Collision History Comparison with Statewide Averages No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
1 Claus Road
Scenic Drive to
Yosemite
Boulevard
27 0.67 0.97 Yes
2 Briggsmore
Avenue
Coffee Road to
Oakdale Road 31 0.85 0.97 Yes
3 Briggsmore
Avenue
McHenry Avenue
to Coffee Road 43 1.16 0.97 No
4 Briggsmore
Avenue
Tully Road to
McHenry Avenue 42 1.15 0.97 No
5 Briggsmore
Avenue
Oakdale Road to
Claus Road 27 0.54 1.27 Yes
6 Dale Road Snyder Avenue to
Veneman Avenue 7 0.79 1.27 Yes
7 El Vista Avenue
Yosemite
Boulevard to
Scenic Drive
58 1.71 1.27 No
8 Floyd Avenue Oakdale Road to
Roselle Avenue 27 2.06 0.97 No
9 Floyd Avenue Roselle Avenue to
Claus Road 12 1.42 0.97 No
10 Orangeburg
Avenue
Briggsmore
Avenue to Martin
Avenue
13 1.62 1.27 No
11 Orangeburg
Avenue
Martin Avenue to
McHenry Avenue 57 1.81 1.27 No
12 Pelandale Avenue Sisk Road to Dale
Road 38 1.21 1.27 Yes
13 Prescott Road Standiford Avenue
to Rumble Road 9 0.95 1.27 Yes
14 Prescott Road
Rumble Road to
Briggsmore
Avenue
14 0.87 1.27 Yes
15 Scenic Drive Coffee Road to
Oakdale Road 51 1.51 1.27 No
16 Scenic Drive Lakewood Avenue
to Lillian Drive 8 1.48 1.03 No
17 Scenic Drive Lillian Drive to
Claus Road 11 1.46 1.03 No
18 Scenic Drive Burney Street to
Coffee Road 42 1.53 1.27 No
#5..
- 151 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 51 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
19 Tully Road
Standiford Avenue
to Briggsmore
Avenue
52 1.51 1.27 No
20 Tully Road
Briggsmore
Avenue to
Coldwell Avenue
45 2.42 1.27 No
21 La Loma Avenue
Burney Street to
Yosemite
Boulevard
15 1.54 1.03 No
22 Lincoln Avenue
Creek Drive to
Yosemite
Boulevard
11 3.05 1.03 No
23 Briggsmore
Avenue
Prescott Road to
Tully Road 38 0.97 0.97 No
24 Carpenter Road Maze Boulevard to
Woodland Avenue 44 1.60 1.27 No
25 Carver Road Pelandale Avenue
to Brixton Lane 7 2.50 1.03 No
26 Carver Road
Briggsmore
Avenue to
Orangeburg
Avenue
9 2.44 1.03 No
27 Orangeburg
Avenue
McHenry Avenue
to Coffee Road 51 2.91 1.27 No
28 Orangeburg
Avenue
Coffee Road to
Oakdale Road 46 4.51 1.03 No
29 Orangeburg
Avenue
Oakdale Road to
Lakewood Avenue 21 3.15 1.03 No
30 Tully Road Coldwell Avenue
to 9th Street 6 1.53 1.03 No
31 N 9th Street N Carpenter Road
to Tully Road 31 2.18 1.03 No
32 N 9th Street Tully Road to L
Street 29 2.61 1.27 No
33 6th Street M Street to Sierra
Drive 90 10.15 0.97 No
34 Bangs Avenue Dale Road to Tully
Road 10 0.92 1.03 Yes
35 Belharbour Drive Roselle Avenue to
Floyd Avenue 9 8.42 1.03 No
#5..
- 152 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 52 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
36 Beyer Park Drive
Inspiration Drive
to Sylvan
Meadows Drive
1 3.77 1.03 No
37 Blue Bird Drive Pelandale Avenue
to Vintage Drive 7 6.82 1.03 No
38 Bodem Street Lucern Avenue to
Scenic Drive 15 5.38 1.03 No
39 Bowen Avenue Geneva Drive to
McHenry Avenue 47 8.24 1.03 No
40 Bridgewood Way Palmwood Drive
to Oakdale Road 4 7.41 1.03 No
41 E Briggsmore
Avenue
Claus Road to
Santa Fe Avenue 27 4.19 1.27 No
42 Brighton Avenue Coffee Road to
Scenic Drive 16 5.04 1.03 No
43 Burney Street Downey Avenue
to G Street 25 13.68 1.03 No
44 California Avenue
S Carpenter Road
to S Martin Luther
King Drive
31 6.13 1.03 No
45 Capistrano Drive Pamplona Way to
End 1 1.10 1.03 No
46 Carver Road
N 9th Street to W
Briggsmore
Avenue
57 7.78 1.03 No
47 Carver Road
W Briggsmore
Avenue to
Standiford Avenue
51 5.13 1.03 No
48 Carver Road Standiford Avenue
to Bangs Avenue 20 3.22 1.03 No
49 Celeste Drive Coffee Road to
Oakdale Road 28 7.28 1.03 No
50 Cheyenne Way Marsala Way to
Carver Road 8 6.65 1.03 No
51 Claratina Avenue McHenry Avenue
to Oakdale Road 39 1.14 1.03 No
52 Claus Road
Sylvan Avenue to
E Briggsmore
Avenue
56 1.62 1.03 No
53 Coffee Road Claratina Avenue
to Sylvan Avenue 74 4.70 1.27 No
#5..
- 153 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 53 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
54 College Avenue
Needham Street
to W Briggsmore
Avenue
83 4.08 1.03 No
55 College Avenue
W Briggsmore
Avenue to Bowen
Avenue
7 3.20 1.27 No
56 Conant Avenue Veneman Avenue
to Sisk Road 21 3.96 1.03 No
57 Crows Landing
Road
7th Street to
Hatch Road 33 0.94 1.27 Yes
58 Dale Road
Standiford Avenue
to Pelandale
Avenue
60 2.89 1.27 No
59 Dermond Road Belharbour Drive
to Merle Avenue 0 0.00 1.03 Yes
60 Encina Avenue
N Santa Rosa
Avenue to N
Riverside Drive
30 4.08 1.03 No
61 Evergreen Avenue
W Orangeburg
Avenue to Carver
Road
15 8.48 1.03 No
62 Fine Avenue Esta Avenue to
Merle Avenue 8 1.62 1.03 No
63 Floyd Avenue McHenry Avenue
to Oakdale Road 111 6.72 1.03 No
64 G Street 9th Street to
Burney Street 62 7.15 1.03 No
65 G Street 1st Street to 9th
Street 74 24.55 1.03 No
66 E Glenn Avenue
Crows Landing
Road to Reliance
Street
1 3.01 1.03 No
67 H Street 9th Street to 1st
Street 119 14.49 1.03 No
68 H Street Burney Street to
9th Street 76 7.40 1.03 No
69 Hashem Drive Sylvan Avenue to
Oakdale Road 12 3.77 1.03 No
70 W Hatch Road S Carpenter Road
to Dallas Street 58 2.75 1.27 No
71 Hillglen Avenue La Force Drive to
Roselle Avenue 5 2.45 1.03 No
72 Jefferson Street Linden Street to
Paradise Road 24 22.73 1.03 No
#5..
- 154 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 54 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
73 Kodiak Drive La Force Drive to
Fine Avenue 7 1.24 1.03 No
74 Lillian Drive
E Orangeburg
Avenue to Scenic
Drive
4 6.15 1.03 No
75 Lincoln Avenue
Dry Creek Drive to
Yosemite
Boulevard
26 9.61 1.03 No
76 Lincoln Oak Drive Kodiak Drive to
Merle Avenue 11 5.65 1.03 No
77 Litt Road City Limit to
Kodiak Drive 9 3.15 1.03 No
78 Mable Avenue Coffee Road to
Oakdale Road 12 2.73 1.03 No
79 Maid Mariane
Lane
Sharon Avenue to
Merle Avenue 3 5.19 1.03 No
80 Manor Oak Drive Oakdale Road to
Lincoln Oak Drive 7 7.74 1.03 No
81 S Martin Luther
King Drive
Maze Boulevard to
Paradise Road 46 8.26 1.03 No
82 S Martin Luther
King Drive
Maze Boulevard to
Elm Avenue 2 4.27 1.03 No
83 N McClure Road
Dry Creek Drive to
Yosemite
Boulevard
19 7.74 1.03 No
84 Merle Avenue Oakdale Road to
Roselle Avenue 17 3.13 1.03 No
85 Millbrook Avenue Sylvan Avenue to
Floyd Avenue 16 6.22 1.03 No
86 E Morris Avenue McHenry Avenue
to Coffee Road 57 7.23 1.03 No
87 Morse Road Blue Gum Avenue
to Kansas Avenue 1 1.07 1.03 No
88 Mt. Vernon Drive Prescott Road to
College Avenue 36 6.57 1.03 No
89 Neece Drive
Tuolumne
Boulevard to
Rouse Avenue
8 2.01 1.03 No
90 Needham Street College Avenue to
L Street 29 3.99 1.27 No
91 Oakdale Road
E Briggsmore
Avenue to Sylvan
Avenue
120 2.45 1.27 No
#5..
- 155 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 55 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
92 E Orangeburg
Avenue
Lakewood Avenue
to Held Drive 38 5.17 1.03 No
93 Palmwood Drive
Sylvan Meadows
Drive to Sylvan
Avenue
5 5.79 1.03 No
94 Paradise Road
S Martin Luther
King Drive to 1st
Street
29 7.67 1.03 No
95 Paradise Road
S Carpenter Road
to S Martin Luther
King Drive/Sutter
Avenue
32 1.83 1.03 No
96 Pelandale Avenue Dale Road to
McHenry Avenue 70 0.96 0.97 Yes
97 Penny Ln
Capistrano Drive
to N McClure
Road
4 2.95 1.03 No
98 Plaza Parkway Sisk Road to
Prescott Road 16 4.64 0.97 No
99 Poust Road
Blue Gum Avenue
to Woodland
Avenue
0 0.00 1.03 Yes
100 Prescott Road Bangs Avenue to
Standiford Avenue 68 6.51 1.27 No
101 N Riverside Drive
Edgebrook Drive
to Yosemite
Boulevard
30 8.57 1.03 No
102 Rose Avenue
Floyd Avenue to E
Briggsmore
Avenue
49 10.95 1.03 No
103 Rose Avenue
E Briggsmore
Avenue to Scenic
Drive
37 5.79 1.03 No
104 W Roseburg
Avenue
Carver Road to
McHenry Avenue 51 7.23 1.03 No
105 Rosemore Avenue Kansas Avenue to
Blue Gum Avenue 9 3.10 1.03 No
106 E Rumble Road McHenry Avenue
to Hashem Drive 68 8.23 1.03 No
#5..
- 156 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 56 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
107 Sharon Avenue Millbrook Avenue
to Fine Avenue 5 11.50 1.03 No
108 Sisk Road
Standiford Avenue
to Pelandale
Avenue
82 3.68 1.27 No
109 Sisk Road
W Briggsmore
Avenue to
Standiford Avenue
90 3.25 1.27 No
110 Snyder Avenue Blue Bird Drive to
Prescott Road 27 2.27 1.03 No
111 Snyder Avenue Prescott Road to
Tully Road 14 2.55 1.03 No
112 Sonoma Avenue
E Orangeburg
Avenue to Scenic
Drive
4 3.00 1.03 No
113 Sylvan Avenue Roselle Avenue to
Claus Road 50 4.56 0.97 No
114 Sylvan Meadows
Drive
Dragoo Park Drive
to Palmwood
Drive
14 5.55 1.03 No
115 Temescal Drive Kodiak Drive to
Merle Avenue 2 1.96 1.03 No
116 Tioga Drive
S Conejo Avenue
to Legion Park
Drive
0 0.00 1.03 Yes
117 Tully Road Bangs Avenue to
Standiford Avenue 46 2.14 1.03 No
118 W Union Avenue Tully Road to
McHenry Avenue 21 5.30 1.03 No
119 Veneman Avenue Dale Road to
Snyder Avenue 11 4.14 1.03 No
120 Virginia Avenue
W Roseburg
Avenue to
Needham Street
7 2.82 1.03 No
121 S Washington
Street
Maze Boulevard to
1st Street 6 18.24 1.03 No
122 Wood Sorrel Drive Sylvan Avenue to
Hillglen Avenue 4 10.99 1.03 No
123 Woodland Avenue N Carpenter Road
to N 9th Street 15 1.50 1.03 No
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 57 No. Street Survey Limits
No. of Collisions
Collision
Rate
State Avg.
Collision
Rate (2023)
Less than
State
Average?
(Jan 1, 2022 -
Dec 31, 2024)
124 Woodrow Avenue Tully Road to
McHenry Avenue 17 4.38 1.03 No
125 Wylie Drive Brighton Avenue
to Oakdale Road 25 7.66 1.03 No
#5..
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MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINK AVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE MODESTO VIRGIN AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
43 122
59 79
82 55
93 30
121
38 36
25 94
66 40
107
98 45
16 6
26 99
74 10
37 13
89 61
90 101
67 65
116
80 35
41 72
32 22 83
75 81
115 76
112
53 64
102
17 85
14 97
68 123
77 125 42
18 120
100 117
87 69
105
48 24 7
33 46
58 57
103
71 56
20 84
47 78
49 8
28 29
2 9
124
86 113
4 27
118
21 15
44 3
12 50
19 23
111
1 114
91 95
52 39
119
62 88
54 31
108
92 110
109
104
70 106 73
11 60
51 5
63 34
96 0 0.5 1 2
Miles
108
¯
132
99 99
Figure 5 : Collision Analysis r
Above Statewide Average
Below Statewide Average
Collision Rates
LEGENDModesto City Limits
City Roadways
Segment ID
LEGEND
00 #5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 59
3.0 SPEED LIMIT RECOMMENDATIONS
The setting of speed limits requires a rational and defensible procedure to maintain the confidence of the public and legal systems. Speed limit determinations rely on the premise that a reasonable speed limit is one that conforms to the actual behavior of most drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds.
The 2014 Edition of the CA MUTCD requires as a standard that a speed limit shall be established at the nearest 5 mph increment of the 85th percentile speed, except that the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC Sections 627 and CVC 22358.5.
According to CVC 22358.6, for cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed if no further reduction is used. The following examples are provided to explain the application of these speed limit criteria:
• If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37-mph speed. The 35-mph established speed limit can be reduced by an additional 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer; and
• If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33-mph speed. The 35-mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and are approved by a registered Civil or Traffic Engineer.
Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The following factors may be considered to adjust and determine the final speed limits:
• Road characteristics, shoulder condition, grade, alignment, and sight distance • 10 mph speed (a 10-mile range in which the highest number of data is recorded) • Roadside development and environment
• Parking practices and bicycle/pedestrian activity
• Reported crash experience for at least a 12-month period On October 8, 2021, the procedure for establishing local speed limits was changed once again with Assembly Bill No. 43 (AB 43) being signed into law (and later clarified by Assembly Bill 1938 in 2022). Whereas the previous procedure required no further action be taken after rounding down to the nearest 5 mph increment below the 85th percentile speed, AB 43 allows a local authority to use an additional 5 mph reduction if a portion of highway #5..
- 160 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 60 has been designated as a “safety corridor” as is defined by Caltrans in the CA MUTCD or if a portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, particularly those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. The procedure is shown in Figure 6
The existing speed limit may also be retained if it was established in the previous E&TS and if a registered traffic engineer has determined that no additional general-purpose lanes have been added to the portion of highway since completion of the previous E&TS.
Figure 6: Illustration of Examples of Applicability of Rounding and Speed Limit Reductions on Local Agency Roadways
Source: 2014 CA MUTCD, Revision 9, Table 2B-104(CA)
The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. March 2025) were followed in this study. The speed limit recommendations are proposed for 125 street segments in the study based on the above discussed guidelines and speed data analysis. The speed limit for each study segment was recommended after determining the average speed, the 85th percentile speed, the pace speed, and considering 30 35
40 45
50 55
85th-Percentile
"Critical 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)
Speed Limit
Condition of Rounding
47.5-50.0 mph 45.1-47.4 mph
Round down
initially
Round up
initially
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 61 other significant factors such as existing land use, roadway design characteristics and collision rates. Appendix A presents the recommended speed limit certifications of the traffic survey analyses, which include prevailing speed data, collision history, traffic factors, and roadway conditions. The recommended speed limit for each street segment is also shown with a comment on the rationale for the recommendation. Figure 7 illustrates the segments where speed limit changes are recommended.
Figure 8 illustrates the recommended speed limits at the respective study segments and Table 9 tabulates the recommended speed limits.
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 62 Table 9: Recommended Speed Limits Summary
No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
1 Claus Road Scenic Drive to
Yosemite Boulevard 45 50 45 0
2 Briggsmore
Avenue
Coffee Road to
Oakdale Road 50 53 50 0
3 Briggsmore
Avenue
McHenry Avenue to
Coffee Road 45 51 45 0
4 Briggsmore
Avenue
Tully Road to
McHenry Avenue 45 47 45 0
5 Briggsmore
Avenue
Oakdale Road to
Claus Road 50 55 50 0
6 Dale Road Snyder Avenue to
Veneman Avenue 35 41 40 +5
7 El Vista
Avenue
Yosemite Boulevard to
Scenic Drive 40 42 40 0
8 Floyd Avenue Oakdale Road to
Roselle Avenue 35 42 35 0
9 Floyd Avenue Roselle Avenue to
Claus Road 40 45 40 0
10 Orangeburg
Avenue
Briggsmore Avenue to
Martin Avenue 35 43 35 0
11 Orangeburg
Avenue
Martin Avenue to
McHenry Avenue 40 45 35 -5
12 Pelandale
Avenue
Sisk Road to Dale
Road 45 52 50 +5
13 Prescott
Road
Standiford Avenue to
Rumble Road 35 42 35 0
14 Prescott
Road
Rumble Road to
Briggsmore Avenue 35 41 35 0
15 Scenic Drive Coffee Road to
Oakdale Road 40 48 40 0
16 Scenic Drive Lakewood Avenue to
Lillian Drive 40 46 40 0
17 Scenic Drive Lillian Drive to Claus
Road 40 46 40 0
18 Scenic Drive Burney Street to
Coffee Road 40 44 40 0
19 Tully Road Standiford Avenue to
Briggsmore Avenue 30 41 35 +5
20 Tully Road Briggsmore Avenue to
Coldwell Avenue 35 41 35 0
21 La Loma
Avenue
Burney Street to
Yosemite Boulevard 30 36 30 0
22 Lincoln
Avenue
Dry Creek Drive to
Yosemite Boulevard 35 42 35 0
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 63 No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
23 Briggsmore
Avenue
Prescott Road to Tully
Road 45 49 45 0
24 Carpenter
Road
Maze Boulevard to
Woodland Avenue 40 46 40 0
25 Carver Road Pelandale Avenue to
Brixton Lane 30 37 30 0
26 Carver Road Briggsmore Avenue to
Orangeburg Avenue 30 32 30 0
27 Orangeburg
Avenue
McHenry Avenue to
Coffee Road 40 44 40 0
28 Orangeburg
Avenue
Coffee Road to
Oakdale Road 35 38 35 0
29 Orangeburg
Avenue
Oakdale Road to
Lakewood Avenue 35 38 35 0
30 Tully Road Coldwell Avenue to
9th Street 25 37 35 10
31 N 9th Street N Carpenter Road to
Tully Road 45 48 40 -5
32 N 9th Street Tully Road to L Street 35 40 35 0
33 6th Street M Street to Sierra
Drive 30 40 30 0
34 Bangs
Avenue
Dale Road to Tully
Road 45 50 45 0
35 Belharbour
Drive
Roselle Avenue to
Floyd Avenue 25 32 25 0
36 Beyer Park
Drive
Inspiration Drive to
Sylvan Meadows Drive 25 30 25 0
37 Blue Bird
Drive
Pelandale Avenue to
Vintage Drive 25 30 25 0
38 Bodem Street Lucern Avenue to
Scenic Drive 25 33 25 0
39 Bowen
Avenue
Geneva Drive to
McHenry Avenue 25 31 25 0
40 Bridgewood
Way
Palmwood Drive to
Oakdale Road 25 30 25 0
41 E Briggsmore
Avenue
Claus Road to Santa
Fe Avenue 45 53 50 5
42 Brighton
Avenue
Coffee Road to Scenic
Drive 25 37 25 0
43 Burney Street Downey Avenue to G
Street
Not
Posted 31 25 -25
44 California
Avenue
S Carpenter Road to S
Martin Luther King
Drive
30 30 30 0
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 64 No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
45 Capistrano
Drive Pamplona Way to End 25 30 25 0
46 Carver Road N 9th Street to W
Briggsmore Avenue 30 38 30 0
47 Carver Road W Briggsmore Avenue
to Standiford Avenue 30 35 30 0
48 Carver Road Standiford Avenue to
Bangs Avenue 30 38 30 0
49 Celeste Drive Coffee Road to
Oakdale Road 30 35 30 0
50 Cheyenne
Way
Marsala Way to Carver
Road 25 32 25 0
51 Claratina
Avenue
McHenry Avenue to
Oakdale Road 45 50 50 5
52 Claus Road Sylvan Avenue to E
Briggsmore Avenue 50 55 50 0
53 Coffee Road Claratina Avenue to
Sylvan Avenue 40 46 35 -5
54 College
Avenue
Needham Street to W
Briggsmore Avenue 25 40 25 0
55 College
Avenue
W Briggsmore Avenue
to Bowen Avenue 35 40 35 0
56 Conant
Avenue
Veneman Avenue to
Sisk Road 25 29 25 0
57 Crows
Landing
Road
7th Street to Hatch
Road 35 41 35 0
58 Dale Road Standiford Avenue to
Pelandale Avenue 35 43 40 5
59 Dermond
Road
Belharbour Drive to
Merle Avenue 25 32 25 0
60 Encina
Avenue
N Santa Rosa Avenue
to N Riverside Drive 25 34 25 0
61 Evergreen
Avenue
W Orangeburg
Avenue to Carver
Road
30 35 30 0
62 Fine Avenue Esta Avenue to Merle
Avenue 30 37 30 0
63 Floyd Avenue McHenry Avenue to
Oakdale Road 30 27 25 -5
64 G Street 9th Street to Burney
Street 25 29 25 0
65 G Street 1st Street to 9th
Street 25 32 25 0
66 E Glenn
Avenue
Crows Landing Road
to Reliance Street
Not
Posted 31 25 -25
#5..
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E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 65 No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
67 H Street 9th Street to 1st
Street 25 33 25 0
68 H Street Burney Street to 9th
Street 25 32 25 0
69 Hashem
Drive
Sylvan Avenue to
Oakdale Road 30 30 30 0
70 W Hatch
Road
S Carpenter Road to
Dallas Street 45 52 45 0
71 Hillglen
Avenue
La Force Drive to
Roselle Avenue 25 34 25 0
72 Jefferson
Street
Linden Street to
Paradise Road 30 29 25 -5
73 Kodiak Drive La Force Drive to Fine
Avenue 25 35 25 0
74 Lillian Drive E Orangeburg Avenue
to Scenic Drive 25 26 25 0
75 Lincoln
Avenue
Dry Creek Drive to
Yosemite Boulevard 35 44 35 0
76 Lincoln Oak
Drive
Kodiak Drive to Merle
Avenue 25 31 25 0
77 Litt Road City Limit to Kodiak
Drive 25 37 30 5
78 Mable
Avenue
Coffee Road to
Oakdale Road 30 36 30 0
79 Maid
Mariane Lane
Sharon Avenue to
Merle Avenue
Not
posted 33 25 -25
80 Manor Oak
Drive
Oakdale Road to
Lincoln Oak Drive 25 33 25 0
81 S Martin
Luther King
Drive
Maze Boulevard to
Paradise Road 30 30 25 -5
82 S Martin
Luther King
Drive
Maze Boulevard to
Elm Avenue 25 30 25 0
83 N McClure
Road
Dry Creek Drive to
Yosemite Boulevard 30 36 25 -5
84 Merle
Avenue
Oakdale Road to
Roselle Avenue 30 32 30 0
85 Millbrook
Avenue
Sylvan Avenue to
Floyd Avenue 25 36 25 0
86 E Morris
Avenue
McHenry Avenue to
Coffee Road 30 35 30 0
87 Morse Road Blue Gum Avenue to
Kansas Avenue 40 45 40 0
88 Mt. Vernon
Drive
Prescott Road to
College Avenue 30 34 30 0
#5..
- 166 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 66 No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
89 Neece Drive Tuolumne Boulevard
to Rouse Avenue
Not
Posted 41 30 -30
90 Needham
Street
College Avenue to L
Street 35 40 35 0
91 Oakdale
Road
E Briggsmore Avenue
to Sylvan Avenue 45 48 45 0
92 E
Orangeburg
Avenue
Lakewood Avenue to
Held Drive 35 41 35 0
93 Palmwood
Drive
Sylvan Meadows Drive
to Sylvan Avenue 25 32 25 0
94 Paradise
Road
S Martin Luther King
Drive to 1st Street 30 28 30 0
95 Paradise
Road
S Carpenter Road to S
Martin Luther King
Drive/Sutter Avenue
35 37 30 -5
96 Pelandale
Avenue
Dale Road to
McHenry Avenue 50 60 55 5
97 Penny Ln Capistrano Drive to N
McClure Road 25 32 25 0
98 Plaza
Parkway
Sisk Road to Prescott
Road 25 35 30 5
99 Poust Road Blue Gum Avenue to
Woodland Avenue 25 31 25 0
100 Prescott
Road
Bangs Avenue to
Standiford Avenue 40 44 40 0
101 N Riverside
Drive
Edgebrook Drive to
Yosemite Boulevard 30 25 25 -5
102 Rose Avenue Floyd Avenue to E
Briggsmore Avenue 30 35 30 0
103 Rose Avenue E Briggsmore Avenue
to Scenic Drive 30 35 30 0
104 W Roseburg
Avenue
Carver Road to
McHenry Avenue 30 37 30 0
105 Rosemore
Avenue
Kansas Avenue to
Blue Gum Avenue 30 37 25 -5
106 E Rumble
Road
McHenry Avenue to
Hashem Drive 30 34 25 -5
107 Sharon
Avenue
Millbrook Avenue to
Fine Avenue 25 34 25 0
108 Sisk Road Standiford Avenue to
Pelandale Avenue 40 48 40 0
109 Sisk Road W Briggsmore Avenue
to Standiford Avenue 40 50 40 0
110 Snyder
Avenue
Blue Bird Drive to
Prescott Road 30 41 30 0
#5..
- 167 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 67 No. Street Survey Limits
Existing
Speed
(mph)
85th
Percentile
Speed
(mph)
Recommended
Speed
(mph)
Changes to Existing
Speed Limit
(mph)
111 Snyder
Avenue
Prescott Road to Tully
Road 30 41 30 0
112 Sonoma
Avenue
E Orangeburg Avenue
to Scenic Drive 25 36 25 0
113 Sylvan
Avenue
Roselle Avenue to
Claus Road 45 50 45 0
114
Sylvan
Meadows
Drive
Dragoo Park Drive to
Palmwood Drive 25 30 25 0
115 Temescal
Drive
Kodiak Drive to Merle
Avenue 25 32 25 0
116 Tioga Drive S Conejo Avenue to
Legion Park Drive
Not
Posted 37 30 -30
117 Tully Road Bangs Avenue to
Standiford Avenue 45 48 40 -5
118 W Union
Avenue
Tully Road to
McHenry Avenue 30 33 30 0
119 Veneman
Avenue
Dale Road to Snyder
Avenue 30 29 25 -5
120 Virginia
Avenue
W Roseburg Avenue
to Needham Street 30 36 30 0
121
S
Washington
Street
Maze Boulevard to 1st
Street
Not
Posted 28 25 -25
122 Wood Sorrel
Drive
Sylvan Avenue to
Hillglen Avenue
Not
posted 31 25 -25
123 Woodland
Avenue
N Carpenter Road to
N 9th Street 30 46 35 5
124 Woodrow
Avenue
Tully Road to
McHenry Avenue 30 32 30 0
125 Wylie Drive Brighton Avenue to
Oakdale Road 25 36 25 0
#5..
- 168 -
MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINK AVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE MODESTO VIRGIN AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
43 122
59 79
82 55
93 30
121
38 36
25 94
66 40
107
98 45
16 6
26 99
74 10
37 13
89 61
90 101
67 65
116
80 35
41 72
32 22 83
75 81
115 76
112
53 64
102
17 85
14 97
68 123
77 125 42
18 120
100 117
87 69
105
48 24 7
33 46
58 57
103
71 56
20 84
47 78
49 8
28 29
2 9
124
86 113
4 27
118
21 15
44 3
12 50
19 23
111
1 114
91 95
52 39
119
62 88
54 31
108
92 110
109
104
70 106 73
11 60
51 5
63 34
96 0 0.5 1 2
Miles
108
¯
132
99 99
Figure 7 : Recommended Speed Limit Changes
No Change
+20 mph
+5 mph
-5 mph
-10 mph
-25 mph
-30 mph
Recommended Speed Change
LEGENDModesto City Limits
City Roadways
Segment ID
LEGEND
00 #5..
- 169 -
MAZE BLVD
SUNRISE AVE
G ST
KANSAS AVE
CARPENTER RD
H ST
MABLE AVE
PELANDALE AVE
CARVER RD
BLUE GUM AVE
MOUNT VERNON DR
N CARPENTER RD
STANDIFORD AVE
CREEKWOOD DR
DALE RD
S 7TH ST
9TH ST
PARADISE RD
ROUSE AVE
PRESCOTT RD
SCENIC DR
N ROSEMORE AVE
E ORANGEBURG AVE
SNYDER AVE
SYLVAN MEADOWS DR
MILLER AVE
CLAUS RD
MITCHELL RD
COLLEGE AVE
W ROSEBURG AVE
E BRIGGSMORE AVE
TENAYA DR
COFFEE RD
OAKDALE RD
ROSELLE AVE
CROWS LAND NI G RD
TULLY RD
E RUMBLE RD
WOODLAND AVE
KO D IAK DR
ROSE AVE
HERNDON RD
FLOYD AVE
FRAZ NI E RD
ENSLEN AVE
SYLVAN AVE
CELESTE DR
PLAINVIEW RD
N EMERALD AVE
WOODROW AVE
W GRANGER AVE
E MORRIS AVE
LUCERN AVE
STODDARD AVE
CLARATINA AVE
NORWEGIAN AVE
W RUMBLE RD
W UNION AVE
ROS ELAWN AVE
MERLE AVE
MOFFETT RD
LA LOMA AVE
LECKRON RD
TUOLUMNE BLVD
SHERWOOD AVE
CHEYENNE WAY
W HATCH RD
TERMINAL AVE
HADDON AVE
LAPHAM DR
SISK RD
I ST
RICHLAND AVE
COLDWELL AVE
DEWITT RD
SALIDA BLVD
BRINK AVE
BOWEN AVE
NADINE AVE
MCDONALD AVE MC DONALD AVE
CENTRAL AVE
ROBERTSON RD
IMPERIAL AVE
CHICAGO AVE
N 9TH ST
GR MI ES AVE
MILNES RD
RICE RD
S CARPENTER RD
S 9TH ST
SANTA FE AVE
PAUL NI E AVE
BECKWITH RD
STATE HWY 219
W ORANGEBURG AVE
ENCINA AVE
FINCH RD
NORTH AVE
RIVER RD
CALIFORNIA AVE
WBRIGGSMORE AVE MODESTO VIRGIN AI CORR DI OR
CHURCH ST
SHOEMAKE AVE
BANGS AVE
KIERNAN AVE
NORTH DAKOTA AVE
MCHENRY AVE STATE HWY 108
STATE HWY 132
YOSEMITE BLVD
E HATCH RD
CLARIBEL RD
STATE HWY 99
43 122
59 79
82 55
93 30
121
38 36
25 94
66 40
107
98 45
16 6
26 99
74 10
37 13
89 61
90 101
67 65
116
80 35
41 72
32 22 83
75 81
115 76
112
53 64
102
17 85
14 97
68 123
77 125 42
18 120
100 117
87 69
105
48 24 7
33 46
58 57
103
71 56
20 84
47 78
49 8
28 29
2 9
124
86 113
4 27
118
21 15
44 3
12 50
19 23
111
1 114
91 95
52 39
119
62 88
54 31
108
92 110
109
104
70 106 73
11 60
51 5
63 34
96 0 0.5 1 2
Miles
108
¯
132
99 99
Figure 8: Recommended Speed Limits
55 mph
50 mph
45 mph
40 mph
35 mph
30 mph
25 mph
Recommended Speed
Modesto City Limits
City Roadways
Segment ID
LEGEND
00 #5..
- 170 -
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F M O D E S T O 70 Appendix A: Recommended Speed Limit
Certifications and Supporting Data (Speed
Survey Collection Forms and Average Daily
Traffic Volumes)
#5..
- 171 -
Street: Claus Road
Limits: Scenic Drive to Yosemite Boulevard
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 45
# Speed Data Collected 111
85th Percentile (mph) 50
10 mph Pace 41-50
Percent in Pace 100%
Average Daily Traffic (ADT) 27,185
Length of Segment (mi.) 1.36
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 27
Accident Rate (Acc/MVM) 0.67
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
Factors
A. Prevailing Speed Data
B. Traffic Factors
Existing Speed Limit: 45
Signed: Max Navarro
Title: Associate Engineer, City of Modesto
Industrial (warehouse) and open space (agriculture, vacant) land uses present along segment.
A divided 6/4-lane expressway. TWLTL and Raised median serves as median Concrete sidewalks intermittently present on one, both, or no sides. No bike facilities present. Traffic signal present at intersection with Scenic Drive, Creekwood Drive & Yosemite Boulevard.
Side street stop control at remaining intersections. SB left-turn lane and NB right-turn lane pockets present on approaches to Creekwood Drive. Marked crosswalks present intersection with Scenic Drive. No on-street parking present. No school zone is present. Low driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 50 --> 50 §22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
No
Recommended Speed Limit: 45
D. Roadway Conditions
Speed Limit Change?
C. Collision History
President, TJKM Transportation Consultants
Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 172 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40
41 42
43 1
44 2
45 13
46 7
47 7
48 3
49 7
50 13
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 53 43 - 50 47 mph 50 mph 41 - 50 53 100% 0% / 0 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Northbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
0 2 4 6 810 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
#5..
- 173 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40 1
41 2
42 43 3
44 2
45 12
46 3
47 8
48 12
49 7
50 8
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 58 40 - 50 47 mph 49 mph 41 - 50 57 98% 1% / 1 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
0 2 4 6 810 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
#5..
- 174 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40 1
41 2
42 43 4
44 4
45 25
46 10
47 15
48 15
49 14
50 21
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 40 - 50 47 mph 50 mph 41 - 50 110 99% 0% / 1 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
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
#5..
- 175 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_001
NB SB EB WB Total
13,366 13,819 0 0 27,185
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 41 20 61 12:00 162 158 320 00:00 01:00 101 67 168
0:15 29 17 46 12:15 160 167 327 01:00 02:00 48 54 102
0:30 16 17 33 12:30 156 184 340 02:00 03:00 64 59 123
0:45 15 13 28 12:45 175 193 368 03:00 04:00 70 117 187
1:00 13 9 22 13:00 178 185 363 04:00 05:00 149 179 328
1:15 17 15 32 13:15 204 184 388 05:00 06:00 285 429 714 1:30 9 14 23 13:30 200 202 402 06:00 07:00 577 592 1169 1:45 9 16 25 13:45 175 187 362 07:00 08:00 951 1116 2067 2:00 20 7 27 14:00 240 196 436 08:00 09:00 1110 982 2092 2:15 11 8 19 14:15 204 219 423 09:00 10:00 626 584 1210 2:30 15 24 39 14:30 239 255 494 10:00 11:00 588 618 1206 2:45 18 20 38 14:45 255 254 509 11:00 12:00 590 634 1224 3:00 16 20 36 15:00 259 245 504 12:00 13:00 653 702 1355 3:15 22 19 41 15:15 299 280 579 13:00 14:00 757 758 1515 3:30 15 39 54 15:30 374 262 636 14:00 15:00 938 924 1862 3:45 17 39 56 15:45 290 285 575 15:00 16:00 1222 1072 2294 4:00 25 20 45 16:00 318 278 596 16:00 17:00 1177 1050 2227 4:15 35 38 73 16:15 298 253 551 17:00 18:00 993 1109 2102 4:30 47 65 112 16:30 277 247 524 18:00 19:00 796 825 1621 4:45 42 56 98 16:45 284 272 556 19:00 20:00 601 674 1275 5:00 32 67 99 17:00 255 271 526 20:00 21:00 432 470 902 5:15 66 103 169 17:15 248 279 527 21:00 22:00 289 393 682 5:30 90 125 215 17:30 252 276 528 22:00 23:00 216 255 471 5:45 97 134 231 17:45 238 283 521 23:00 00:00 133 156 289 6:00 111 101 212 18:00 221 248 469
6:15 147 134 281 18:15 232 203 435 NB SB EB WB TOTAL
6:30 147 166 313 18:30 196 172 368 00:00 to 12:00
6:45 172 191 363 18:45 147 202 349 5159 5431 10590
7:00 181 212 393 19:00 155 158 313 7:45 7:30 7:30
7:15 213 278 491 19:15 139 172 311 1205 1253 2435
7:30 261 301 562 19:30 157 184 341 0.921 0.946 0.925
7:45 296 325 621 19:45 150 160 310
8:00 327 331 658 20:00 119 135 254 12:00 to 00:00
8:15 298 296 594 20:15 101 122 223 8207 8388 16595
8:30 284 204 488 20:30 120 108 228 15:15 17:00 15:15
8:45 201 151 352 20:45 92 105 197 1281 1109 2386
9:00 172 156 328 21:00 88 90 178 0.856 0.980 0.938
9:15 144 148 292 21:15 84 109 193
9:30 166 153 319 21:30 69 100 169 07:00 to 09:00
9:45 144 127 271 21:45 48 94 142 2061 2098 4159
10:00 135 143 278 22:00 63 64 127 7:45 7:30 7:30
10:15 154 170 324 22:15 48 73 121 1205 1253 2435
10:30 151 136 287 22:30 70 56 126 0.921 0.946 0.925
10:45 148 169 317 22:45 35 62 97
11:00 169 143 312 23:00 42 55 97 16:00 to 18:00
11:15 156 160 316 23:15 40 35 75 2170 2159 4329
11:30 132 166 298 23:30 30 35 65 16:00 17:00 16:00
11:45 133 165 298 23:45 21 31 52 1177 1109 2227
TOTALS 5159 5431 0 0 10590 TOTALS 8207 8388 0 0 16595 0.925 0.980 0.934 SPLIT % 49% 51% 0% 0% 39% SPLIT % 49% 51% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Claus Rd Bet Scenic Dr & Yosemite Blvd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 176 -
Street: Briggsmore Avenue
Limits: Coffee Road to Oakdale Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 50
# Speed Data Collected 101
85th Percentile (mph) 53
10 mph Pace 44-53
Percent in Pace 80%
Average Daily Traffic (ADT) 33,464
Length of Segment (mi.) 1.00
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 31
Accident Rate (Acc/MVM) 0.85
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
Factors
C. Collision History
D. Roadway Conditions
Commercial (hotel, fast food, gas station, dine-in restaurant) and residential land uses present along segment.
A divided 4-lane expressway. Raised median serves as median. No concrete sidewalks present. Bike Facility present on both sides.
Signal present at intersection with Coffee Road, Rose Avenue, and Oakdale Road. Side street stop control at remaining intersections.
SEB left-turn lane and right-turn lane pockets present on approaches to Rose Avenue Marked crosswalk present on intersection with Coffee Road, Rose Avenue, and Oakdale Road. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 53 --> 55 §22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 55 --> 50
Speed Limit Change? No
Existing Speed Limit: 50 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 177 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40 1
41 1
42 43
44 6
45 5
46 4
47 8
48 6
49 1
50 2
51 8
52 5
53 4
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 51 40 - 53 48 mph 52 mph 44 - 53 49 96% 3% / 2 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 2 4 6 810
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
#5..
- 178 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40
41 1
42 2
43 1
44 2
45 3
46 3
47 2
48 2
49 4
50 5
51 4
52 3
53 4
54 8
55 3
56 1
57 2
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 50 41 - 57 50 mph 54 mph 45 - 54 38 76% 12% / 6 12% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 2 4 6 810
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
#5..
- 179 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40 1
41 2
42 2
43 1
44 8
45 8
46 7
47 10
48 8
49 5
50 7
51 12
52 8
53 8
54 8
55 3
56 1
57 2
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 40 - 57 49 mph 53 mph 44 - 53 81 80% 5% / 6 14% / 14
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 510 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
#5..
- 180 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_002
NB SB EB WB Total
0 0 16,757 16,707 33,464
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 27 23 50 12:00 303 257 560 00:00 01:00 124 78 202
0:15 39 27 66 12:15 223 233 456 01:00 02:00 78 71 149
0:30 34 18 52 12:30 299 246 545 02:00 03:00 79 104 183
0:45 24 10 34 12:45 267 257 524 03:00 04:00 70 171 241
1:00 16 18 34 13:00 268 237 505 04:00 05:00 110 325 435 1:15 16 15 31 13:15 237 245 482 05:00 06:00 232 450 682 1:30 26 22 48 13:30 295 258 553 06:00 07:00 363 793 1156 1:45 20 16 36 13:45 283 261 544 07:00 08:00 822 1380 2202 2:00 15 23 38 14:00 324 256 580 08:00 09:00 865 1482 2347 2:15 22 10 32 14:15 278 264 542 09:00 10:00 810 1270 2080 2:30 22 38 60 14:30 342 293 635 10:00 11:00 877 1044 1921 2:45 20 33 53 14:45 352 304 656 11:00 12:00 1022 945 1967 3:00 13 36 49 15:00 336 263 599 12:00 13:00 1092 993 2085 3:15 14 40 54 15:15 344 260 604 13:00 14:00 1083 1001 2084 3:30 19 47 66 15:30 324 269 593 14:00 15:00 1296 1117 2413 3:45 24 48 72 15:45 362 276 638 15:00 16:00 1366 1068 2434 4:00 17 73 90 16:00 355 248 603 16:00 17:00 1438 994 2432 4:15 20 72 92 16:15 337 261 598 17:00 18:00 1527 996 2523 4:30 31 82 113 16:30 374 246 620 18:00 19:00 1036 830 1866 4:45 42 98 140 16:45 372 239 611 19:00 20:00 823 548 1371 5:00 51 82 133 17:00 412 238 650 20:00 21:00 659 442 1101 5:15 39 88 127 17:15 393 268 661 21:00 22:00 458 296 754 5:30 59 106 165 17:30 374 255 629 22:00 23:00 338 192 530 5:45 83 174 257 17:45 348 235 583 23:00 00:00 189 117 306 6:00 64 151 215 18:00 276 186 462
6:15 78 172 250 18:15 278 219 497 NB SB EB WB TOTAL
6:30 99 207 306 18:30 240 238 478 00:00 to 12:00
6:45 122 263 385 18:45 242 187 429 5452 8113 13565
7:00 171 212 383 19:00 232 132 364 11:00 7:30 7:30
7:15 175 340 515 19:15 226 150 376 1022 1589 2539
7:30 264 417 681 19:30 192 133 325 0.943 0.953 0.932
7:45 212 411 623 19:45 173 133 306
8:00 272 373 645 20:00 184 122 306 12:00 to 00:00
8:15 202 388 590 20:15 195 121 316 11305 8594 19899
8:30 209 378 587 20:30 123 107 230 16:30 14:15 16:45
8:45 182 343 525 20:45 157 92 249 1551 1124 2551
9:00 204 354 558 21:00 130 80 210 0.941 0.924 0.965
9:15 196 303 499 21:15 113 77 190
9:30 215 302 517 21:30 107 80 187 07:00 to 09:00
9:45 195 311 506 21:45 108 59 167 1687 2862 4549
10:00 236 258 494 22:00 101 48 149 7:30 7:30 7:30
10:15 191 250 441 22:15 77 58 135 950 1589 2539
10:30 235 287 522 22:30 87 36 123 0.873 0.953 0.932
10:45 215 249 464 22:45 73 50 123
11:00 249 228 477 23:00 46 37 83 16:00 to 18:00
11:15 260 240 500 23:15 59 30 89 2965 1990 4955
11:30 271 259 530 23:30 36 26 62 16:30 16:45 16:45
11:45 242 218 460 23:45 48 24 72 1551 1000 2551
TOTALS 0 0 5452 8113 13565 TOTALS 0 0 11305 8594 19899 0.941 0.933 0.965 SPLIT % 0% 0% 40% 60% 41% SPLIT % 0% 0% 57% 43% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 181 -
Street: Briggsmore Avenue
Limits: McHenry Avenue to Coffee Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 45
# Speed Data Collected 115
85th Percentile (mph) 51
10 mph Pace 40-49
Percent in Pace 72%
Average Daily Traffic (ADT) 33,302
Length of Segment (mi.) 1.02
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 43
Accident Rate (Acc/MVM) 1.16
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
Factors
C. Collision History
D. Roadway Conditions
Commercial (hotel, fast food, gas station, dine-in restaurant) and residential land uses present along segment.
A divided 4-lane expressway. Raised median serves as median. No concrete sidewalks present. Bike Facility present on both sides.
Signal present at intersection with Coffee Road, Sunrise Avenue, and McHenry Avenue. Side street stop control at remaining intersections. EB left-turn lane and right-turn lane pockets present on approaches to Sunrise Avenue. Marked crosswalk present on intersection with Coffee Road, Sunrise Avenue, and McHenry Avenue. No on-street parking present. No school zone is present.
Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 51 --> 50 §22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 50 --> 45
Speed Limit Change? No
Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 182 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 1
38 2
39 1
40 5
41 5
42 1
43 3
44 2
45 3
46 5
47 2
48 3
49 7
50 6
51 5
52 2
53 3
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 57 37 - 54 47 mph 51 mph 43 - 52 38 67% 26% / 15 8% / 4
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
02468
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
#5..
- 183 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 2
40 6
41 2
42 3
43 7
44 5
45 6
46 6
47 8
48 1
49 3
50 1
51 52 5
53 2
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 58 39 - 54 45 mph 50 mph 40 - 49 47 81% 3% / 2 16% / 9
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Westbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
0 2 4 6 810
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
#5..
- 184 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 1
38 2
39 3
40 11
41 7
42 4
43 10
44 7
45 9
46 11
47 10
48 4
49 10
50 7
51 5
52 7
53 5
54 2
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 37 - 54 46 mph 51 mph 40 - 49 83 72% 5% / 6 23% / 26
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
0 510 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
#5..
- 185 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_003
NB SB EB WB Total
0 0 16,705 16,597 33,302
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 35 17 52 12:00 237 291 528 00:00 01:00 141 88 229
0:15 37 29 66 12:15 275 261 536 01:00 02:00 86 79 165
0:30 40 23 63 12:30 290 271 561 02:00 03:00 75 109 184
0:45 29 19 48 12:45 297 245 542 03:00 04:00 92 230 322
1:00 20 18 38 13:00 266 240 506 04:00 05:00 109 381 490 1:15 19 20 39 13:15 252 210 462 05:00 06:00 286 458 744 1:30 29 21 50 13:30 301 254 555 06:00 07:00 520 667 1187 1:45 18 20 38 13:45 277 280 557 07:00 08:00 903 1157 2060 2:00 21 17 38 14:00 323 238 561 08:00 09:00 931 1280 2211 2:15 18 16 34 14:15 278 273 551 09:00 10:00 894 1065 1959 2:30 23 35 58 14:30 319 284 603 10:00 11:00 952 1051 2003 2:45 13 41 54 14:45 265 301 566 11:00 12:00 1043 1037 2080 3:00 16 46 62 15:00 316 258 574 12:00 13:00 1099 1068 2167 3:15 24 53 77 15:15 271 283 554 13:00 14:00 1096 984 2080 3:30 22 58 80 15:30 315 304 619 14:00 15:00 1185 1096 2281 3:45 30 73 103 15:45 297 312 609 15:00 16:00 1199 1157 2356 4:00 14 89 103 16:00 297 259 556 16:00 17:00 1208 1085 2293 4:15 26 91 117 16:15 292 281 573 17:00 18:00 1293 1063 2356 4:30 30 101 131 16:30 321 280 601 18:00 19:00 1079 816 1895 4:45 39 100 139 16:45 298 265 563 19:00 20:00 821 628 1449 5:00 54 99 153 17:00 373 312 685 20:00 21:00 680 443 1123 5:15 46 77 123 17:15 298 241 539 21:00 22:00 455 317 772 5:30 72 114 186 17:30 339 259 598 22:00 23:00 352 199 551 5:45 114 168 282 17:45 283 251 534 23:00 00:00 206 139 345 6:00 87 128 215 18:00 338 201 539
6:15 118 153 271 18:15 264 193 457 NB SB EB WB TOTAL
6:30 121 151 272 18:30 257 215 472 00:00 to 12:00
6:45 194 235 429 18:45 220 207 427 6032 7602 13634
7:00 163 178 341 19:00 219 175 394 11:00 7:30 7:30
7:15 248 286 534 19:15 199 150 349 1043 1330 2332
7:30 205 319 524 19:30 224 180 404 0.921 0.889 0.882
7:45 287 374 661 19:45 179 123 302
8:00 250 306 556 20:00 202 133 335 12:00 to 00:00
8:15 260 331 591 20:15 183 114 297 10673 8995 19668
8:30 206 309 515 20:30 154 113 267 16:45 15:15 16:15
8:45 215 334 549 20:45 141 83 224 1308 1158 2422
9:00 186 273 459 21:00 133 87 220 0.877 0.928 0.884
9:15 214 260 474 21:15 109 82 191
9:30 234 254 488 21:30 122 75 197 07:00 to 09:00
9:45 260 278 538 21:45 91 73 164 1834 2437 4271
10:00 229 250 479 22:00 105 51 156 7:45 7:30 7:30
10:15 263 258 521 22:15 77 61 138 1003 1330 2332
10:30 227 276 503 22:30 97 44 141 0.874 0.889 0.882
10:45 233 267 500 22:45 73 43 116
11:00 222 255 477 23:00 53 36 89 16:00 to 18:00
11:15 283 256 539 23:15 58 30 88 2501 2148 4649
11:30 270 299 569 23:30 37 35 72 16:45 16:15 16:15
11:45 268 227 495 23:45 58 38 96 1308 1138 2422
TOTALS 0 0 6032 7602 13634 TOTALS 0 0 10673 8995 19668 0.877 0.912 0.884 SPLIT % 0% 0% 44% 56% 41% SPLIT % 0% 0% 54% 46% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Briggsmore Ave Bet McHenry Ave & Coffee Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 186 -
Street: Briggsmore Avenue
Limits: Tully Road to McHenry Avenue
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 45
# Speed Data Collected 120
85th Percentile (mph) 47
10 mph Pace 39-48
Percent in Pace 87%
Average Daily Traffic (ADT) 33,222
Length of Segment (mi.) 1.00
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 42
Accident Rate (Acc/MVM) 1.15
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (hotel, fast food, gas station, dine-in restaurant) and residential land uses present along segment.
A divided 4-lane expressway. Raised median serves as median. Concrete sidewalk present only in one direction eatbound to westbound Bike Facility present on both sides. Signal present at intersection with Tully Road, College Avenue, and McHenry Avenue.
Side street stop control at remaining intersections. EB left-turn and right-turn lane pockets present at approach to College Avenue.
Marked crosswalks present at intersections with College Avenue, Tully Road, and Sherwood Avenue. No on-street parking present.
School zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 47 --> 50 §22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 187 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 1
36 37
38 39 3
40 3
41 6
42 8
43 7
44 11
45 5
46 2
47 2
48 3
49 1
50 2
51 52
53 2
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 57 35 - 54 44 mph 48 mph 39 - 48 50 88% 1% / 1 11% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Eastbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
0 2 4 6 810 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
#5..
- 188 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 2
36 37 1
38 3
39 2
40 7
41 6
42 6
43 7
44 10
45 5
46 3
47 5
48 3
49 1
50 51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Westbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
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
#5..
- 189 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 3
36 37 1
38 3
39 5
40 10
41 12
42 14
43 14
44 21
45 10
46 5
47 7
48 6
49 2
50 2
51 1
52 1
53 2
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 120 35 - 54 43 mph 47 mph 39 - 48 104 87% 5% / 7 8% / 9
SPEED PARAMETERS
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
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
#5..
- 190 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_004
NB SB EB WB Total
0 0 15,830 17,392 33,222
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 44 34 78 12:00 255 271 526 00:00 01:00 134 106 240 0:15 27 25 52 12:15 247 318 565 01:00 02:00 86 78 164
0:30 34 27 61 12:30 284 263 547 02:00 03:00 73 119 192
0:45 29 20 49 12:45 317 269 586 03:00 04:00 93 222 315
1:00 24 13 37 13:00 244 311 555 04:00 05:00 145 361 506 1:15 18 22 40 13:15 235 246 481 05:00 06:00 309 451 760 1:30 30 24 54 13:30 296 297 593 06:00 07:00 534 610 1144 1:45 14 19 33 13:45 302 280 582 07:00 08:00 890 1105 1995 2:00 17 24 41 14:00 271 312 583 08:00 09:00 1099 1204 2303 2:15 18 21 39 14:15 251 266 517 09:00 10:00 1033 975 2008 2:30 24 31 55 14:30 308 316 624 10:00 11:00 949 1058 2007 2:45 14 43 57 14:45 245 274 519 11:00 12:00 1101 1107 2208 3:00 13 43 56 15:00 228 292 520 12:00 13:00 1103 1121 2224 3:15 27 51 78 15:15 247 280 527 13:00 14:00 1077 1134 2211 3:30 23 61 84 15:30 252 295 547 14:00 15:00 1075 1168 2243 3:45 30 67 97 15:45 239 263 502 15:00 16:00 966 1130 2096 4:00 18 83 101 16:00 200 287 487 16:00 17:00 949 1133 2082 4:15 26 97 123 16:15 237 253 490 17:00 18:00 1025 1197 2222 4:30 33 91 124 16:30 265 312 577 18:00 19:00 883 966 1849 4:45 68 90 158 16:45 247 281 528 19:00 20:00 734 745 1479 5:00 61 101 162 17:00 268 326 594 20:00 21:00 613 543 1156 5:15 51 95 146 17:15 245 282 527 21:00 22:00 448 410 858 5:30 93 109 202 17:30 275 319 594 22:00 23:00 312 275 587 5:45 104 146 250 17:45 237 270 507 23:00 00:00 199 174 373 6:00 94 129 223 18:00 246 273 519
6:15 117 150 267 18:15 253 202 455 NB SB EB WB TOTAL
6:30 145 119 264 18:30 198 269 467 00:00 to 12:00
6:45 178 212 390 18:45 186 222 408 6446 7396 13842
7:00 174 195 369 19:00 192 183 375 7:45 7:45 7:45
7:15 214 269 483 19:15 177 186 363 1129 1262 2391
7:30 218 276 494 19:30 192 220 412 0.913 0.864 0.921
7:45 284 365 649 19:45 173 156 329
8:00 267 273 540 20:00 155 158 313 12:00 to 00:00
8:15 269 311 580 20:15 161 127 288 9384 9996 19380
8:30 309 313 622 20:30 141 144 285 13:45 16:45 13:45
8:45 254 307 561 20:45 156 114 270 1132 1208 2306
9:00 231 246 477 21:00 134 121 255 0.919 0.926 0.924
9:15 238 255 493 21:15 94 101 195
9:30 292 229 521 21:30 137 90 227 07:00 to 09:00
9:45 272 245 517 21:45 83 98 181 1989 2309 4298
10:00 260 229 489 22:00 83 78 161 7:45 7:45 7:45
10:15 235 268 503 22:15 84 72 156 1129 1262 2391
10:30 238 280 518 22:30 70 64 134 0.913 0.864 0.921
10:45 216 281 497 22:45 75 61 136
11:00 279 269 548 23:00 54 51 105 16:00 to 18:00
11:15 282 266 548 23:15 57 38 95 1974 2330 4304
11:30 283 317 600 23:30 42 44 86 16:45 16:45 16:45
11:45 257 255 512 23:45 46 41 87 1035 1208 2243
TOTALS 0 0 6446 7396 13842 TOTALS 0 0 9384 9996 19380 0.941 0.926 0.944 SPLIT % 0% 0% 47% 53% 42% SPLIT % 0% 0% 48% 52% 58%
Volume
Prepared by National Data & Surveying Services
VOLUME
Briggsmore Ave Bet Tully Rd & McHenry Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 191 -
Street: Briggsmore Avenue
Limits: Oakdale Road to Claus Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 50
# Speed Data Collected 100
85th Percentile (mph) 55
10 mph Pace 47-56
Percent in Pace 100%
Average Daily Traffic (ADT) 22,972
Length of Segment (mi.) 1.97
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 27
Accident Rate (Acc/MVM) 0.54
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (business park), residential (single-family house), and open space (agricultural, vacant) land uses present along segment.
An undivided 4-lane expressway. No median present. No concrete sidewalks present. Bike Facility present on both sides. Signal present at intersection with Oakdale road, Roselle avenue, and Claus road. Side street stop control at remaining intersections. EB and WB left-turn and right-turn lane pockets present at approach to Roselle Avenue Marked crosswalks present at intersections throughout segment. No on-street parking present. No school zone is present. Low driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 55 --> 55 §22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 55 --> 50
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 50 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 192 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 1
49 3
50 13
51 7
52 8
53 7
54 2
55 5
56 4
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 50 48 - 56 52 mph 55 mph 47 - 56 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Eastbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
0 2 4 6 810 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
#5..
- 193 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 1
49 50 10
51 4
52 3
53 12
54 7
55 7
56 6
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 50 48 - 56 53 mph 55 mph 47 - 56 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Westbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
0 2 4 6 810 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
#5..
- 194 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 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
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 2
49 3
50 23
51 11
52 11
53 19
54 9
55 12
56 10
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 48 - 56 52 mph 55 mph 47 - 56 100 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
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
#5..
- 195 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_005
NB SB EB WB Total
0 0 11,418 11,554 22,972
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 16 18 34 12:00 175 144 319 00:00 01:00 80 53 133
0:15 18 19 37 12:15 184 145 329 01:00 02:00 42 48 90
0:30 31 9 40 12:30 163 163 326 02:00 03:00 43 56 99
0:45 15 7 22 12:45 172 152 324 03:00 04:00 50 109 159
1:00 9 15 24 13:00 154 171 325 04:00 05:00 75 211 286
1:15 7 11 18 13:15 148 158 306 05:00 06:00 183 334 517
1:30 12 13 25 13:30 165 159 324 06:00 07:00 279 552 831 1:45 14 9 23 13:45 212 197 409 07:00 08:00 589 1153 1742 2:00 8 12 20 14:00 187 132 319 08:00 09:00 558 1229 1787 2:15 12 6 18 14:15 239 197 436 09:00 10:00 488 780 1268 2:30 12 18 30 14:30 216 196 412 10:00 11:00 516 712 1228 2:45 11 20 31 14:45 230 200 430 11:00 12:00 619 607 1226 3:00 10 22 32 15:00 249 161 410 12:00 13:00 694 604 1298 3:15 6 25 31 15:15 225 172 397 13:00 14:00 679 685 1364 3:30 14 35 49 15:30 221 225 446 14:00 15:00 872 725 1597 3:45 20 27 47 15:45 251 202 453 15:00 16:00 946 760 1706 4:00 11 49 60 16:00 273 219 492 16:00 17:00 1036 734 1770 4:15 16 41 57 16:15 255 179 434 17:00 18:00 1191 653 1844 4:30 29 48 77 16:30 209 166 375 18:00 19:00 712 539 1251 4:45 19 73 92 16:45 299 170 469 19:00 20:00 611 336 947 5:00 33 56 89 17:00 303 147 450 20:00 21:00 484 298 782 5:15 29 63 92 17:15 301 180 481 21:00 22:00 313 172 485 5:30 49 95 144 17:30 312 171 483 22:00 23:00 219 124 343 5:45 72 120 192 17:45 275 155 430 23:00 00:00 139 80 219 6:00 58 79 137 18:00 204 131 335
6:15 59 120 179 18:15 172 156 328 NB SB EB WB TOTAL
6:30 63 180 243 18:30 165 139 304 00:00 to 12:00
6:45 99 173 272 18:45 171 113 284 3522 5844 9366
7:00 118 159 277 19:00 180 91 271 7:15 7:30 7:30
7:15 157 298 455 19:15 164 83 247 648 1347 1986
7:30 152 372 524 19:30 134 85 219 0.915 0.905 0.948
7:45 162 324 486 19:45 133 77 210
8:00 177 321 498 20:00 137 94 231 12:00 to 00:00
8:15 148 330 478 20:15 132 74 206 7896 5710 13606
8:30 132 307 439 20:30 105 68 173 16:45 15:30 16:45
8:45 101 271 372 20:45 110 62 172 1215 825 1883
9:00 107 202 309 21:00 81 39 120 0.974 0.917 0.975
9:15 102 182 284 21:15 86 61 147
9:30 147 187 334 21:30 82 43 125 07:00 to 09:00
9:45 132 209 341 21:45 64 29 93 1147 2382 3529
10:00 124 183 307 22:00 69 36 105 7:15 7:30 7:30
10:15 129 176 305 22:15 47 37 84 648 1347 1986
10:30 132 162 294 22:30 62 22 84 0.915 0.905 0.948
10:45 131 191 322 22:45 41 29 70
11:00 140 142 282 23:00 46 19 65 16:00 to 18:00
11:15 163 159 322 23:15 35 23 58 2227 1387 3614
11:30 162 161 323 23:30 22 19 41 16:45 16:00 16:45
11:45 154 145 299 23:45 36 19 55 1215 734 1883
TOTALS 0 0 3522 5844 9366 TOTALS 0 0 7896 5710 13606 0.974 0.838 0.975 SPLIT % 0% 0% 38% 62% 41% SPLIT % 0% 0% 58% 42% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Briggsmore Ave Bet Oakdale Rd & Claus Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 196 -
Street: Dale Road
Limits: Snyder Avenue to Veneman Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 106
85th Percentile (mph) 41
10 mph Pace 33-42
Percent in Pace 96%
Average Daily Traffic (ADT) 16,245
Length of Segment (mi.) 0.50
Street Classification Principal Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 0.79
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (hotel, fast food, gas station, dine-in restaurant), residential, and open space (vacant) land uses present along segment.
An undivided 4-lane principal arterial. TWLTL serves as median. Concrete sidewalks present on both directions. No bike facilities present. Signals present at intersection with Snyder avenue, Veneman avenue, and Vintage drive. NB and SB left-turn and right-turn lane pockets present at intersections throughout segment. Marked croswalks present at signalized intersections throughout segment. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 41 --> 40 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 197 -
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
27 28
29 30
31 32
33 2
34 4
35 7
36 10
37 3
38 12
39 3
40 8
41 3
42 4
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 56 33 - 42 38 mph 40 mph 33 - 42 56 100% 0% / 0 0% / 0
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Northbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
0 2 4 6 810 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
#5..
- 198 -
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
27 28
29 30
31 32
33 34
35 2
36 5
37 8
38 10
39 2
40 10
41 3
42 6
43 2
44 2
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 50 35 - 44 38 mph 42 mph 35 - 44 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
0 2 4 6 810 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
#5..
- 199 -
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
27 28
29 30
31 32
33 2
34 4
35 9
36 15
37 11
38 22
39 5
40 18
41 6
42 10
43 2
44 2
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 106 33 - 44 38 mph 41 mph 33 - 42 102 96% 0% / 0 4% / 4
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
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
#5..
- 200 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_006
NB SB EB WB Total
8,419 7,826 0 0 16,245
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 11 25 12:00 151 158 309 00:00 01:00 40 39 79
0:15 5 10 15 12:15 156 160 316 01:00 02:00 15 20 35
0:30 9 12 21 12:30 157 139 296 02:00 03:00 11 20 31
0:45 12 6 18 12:45 147 163 310 03:00 04:00 10 21 31
1:00 43 7 13:00 176 161 337 04:00 05:00 46 44 90
1:15 46 10 13:15 158 129 287 05:00 06:00 102 84 186
1:30 48 12 13:30 175 148 323 06:00 07:00 234 136 370
1:45 33 6 13:45 198 140 338 07:00 08:00 423 309 732
2:00 44 8 14:00 162 140 302 08:00 09:00 450 477 927
2:15 27 9 14:15 157 134 291 09:00 10:00 434 463 897
2:30 42 6 14:30 175 151 326 10:00 11:00 483 542 1025
2:45 17 8 14:45 169 163 332 11:00 12:00 516 556 1072
3:00 34 7 15:00 152 170 322 12:00 13:00 611 620 1231
3:15 33 6 15:15 161 150 311 13:00 14:00 707 578 1285
3:30 27 9 15:30 137 147 284 14:00 15:00 663 588 1251
3:45 27 9 15:45 206 154 360 15:00 16:00 656 621 1277
4:00 8 10 18 16:00 144 171 315 16:00 17:00 650 593 1243 4:15 14 10 24 16:15 153 139 292 17:00 18:00 667 595 1262 4:30 10 12 22 16:30 179 155 334 18:00 19:00 556 499 1055 4:45 14 12 26 16:45 174 128 302 19:00 20:00 437 376 813 5:00 13 10 23 17:00 169 169 338 20:00 21:00 313 268 581 5:15 21 16 37 17:15 160 151 311 21:00 22:00 206 205 411 5:30 29 19 48 17:30 188 157 345 22:00 23:00 124 95 219
5:45 39 39 78 17:45 150 118 268 23:00 00:00 65 77 142
6:00 40 29 69 18:00 153 120 273
6:15 40 28 68 18:15 144 142 286 NB SB EB WB TOTAL
6:30 64 30 94 18:30 132 111 243 00:00 to 12:00
6:45 90 49 139 18:45 127 126 253 2764 2711 5475
7:00 72 48 120 19:00 114 116 230 10:30 10:30 10:30
7:15 100 65 165 19:15 100 112 212 524 569 1093
7:30 109 99 208 19:30 119 80 199 0.970 0.955 0.962
7:45 142 97 239 19:45 104 68 172
8:00 142 118 260 20:00 83 72 155 12:00 to 00:00
8:15 103 127 230 20:15 82 81 163 5655 5115 10770
8:30 87 128 215 20:30 84 64 148 13:00 14:30 15:45
8:45 118 104 222 20:45 64 51 115 707 634 1301
9:00 98 107 205 21:00 80 67 147 0.893 0.932 0.903
9:15 100 101 201 21:15 47 52 99
9:30 113 105 218 21:30 39 48 87 07:00 to 09:00
9:45 123 150 273 21:45 40 38 78 873 786 1659
10:00 119 127 246 22:00 38 31 69 7:30 8:00 7:45
10:15 98 142 240 22:15 30 23 53 496 477 944
10:30 131 133 264 22:30 31 22 53 0.873 0.932 0.908
10:45 135 140 275 22:45 25 19 44
11:00 135 149 284 23:00 13 13 26 16:00 to 18:00
11:15 123 147 270 23:15 18 20 38 1317 1188 2505
11:30 129 127 256 23:30 19 25 44 16:45 16:45 16:45
11:45 129 133 262 23:45 15 19 34 691 605 1296
TOTALS 2764 2711 0 0 5475 TOTALS 5655 5115 0 0 10770 0.919 0.895 0.939 SPLIT % 50% 50% 0% 0% 34% SPLIT % 53% 47% 0% 0% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Dale Rd Bet Snyder Ave & Veneman Ave
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 201 -
06 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 202 -
Street: El Vista Avenue
Limits: Yosemite Boulevard to Scenic Drive
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 142
85th Percentile (mph) 42
10 mph Pace 34-43
Percent in Pace 82%
Average Daily Traffic (ADT) 30,363
Length of Segment (mi.) 1.02
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 58
Accident Rate (Acc/MVM) 1.71
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house), commercial (Business park, restaurants) and open space (agriculture) land uses present along segment.
An undivided 4-lane minor arterial. Dotted yellow line serves as median Concrete sidewalks present on both sides. Bike facility present on northerly side after the intersection with Carol street. Signal present at intersection wth Yosemite Bouleavrd, Scenic Drive, Miller Avenue, and Encina Avenue. Street side stop control at all the other intersections. Marked crosswalks present at intersections throught the segments. Street parking available. School zone present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 42 --> 40 §22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 203 -
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
27 28
29 30 1
31 2
32 1
33 2
34 2
35 9
36 7
37 6
38 7
39 6
40 11
41 7
42 4
43 3
44 2
45 1
46 1
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 73 30 - 47 38 mph 42 mph 34 - 43 62 85% 8% / 6 7% / 5
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Northbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
0 2 4 6 810 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
#5..
- 204 -
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
27 28 1
29 30 2
31 4
32 4
33 1
34 6
35 6
36 10
37 3
38 9
39 2
40 4
41 6
42 4
43 4
44 2
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 69 28 - 45 37 mph 42 mph 34 - 43 54 78% 17% / 12 5% / 3
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
0 2 4 6 810 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
#5..
- 205 -
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
27 28 1
29 30 3
31 6
32 5
33 3
34 8
35 15
36 17
37 9
38 16
39 8
40 15
41 13
42 8
43 7
44 4
45 2
46 1
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 142 28 - 47 38 mph 42 mph 34 - 43 116 82% 12% / 18 6% / 8
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
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
#5..
- 206 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_007
NB SB EB WB Total
15,198 15,165 0 0 30,363
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 31 32 63 12:00 198 221 419 00:00 01:00 98 103 201
0:15 30 28 58 12:15 184 193 377 01:00 02:00 48 66 114
0:30 23 21 44 12:30 231 213 444 02:00 03:00 66 84 150
0:45 14 22 36 12:45 215 211 426 03:00 04:00 94 110 204
1:00 9 17 26 13:00 201 210 411 04:00 05:00 133 190 323
1:15 16 11 27 13:15 195 220 415 05:00 06:00 289 390 679 1:30 12 26 38 13:30 239 231 470 06:00 07:00 522 531 1053 1:45 11 12 23 13:45 269 203 472 07:00 08:00 985 983 1968 2:00 16 11 27 14:00 249 268 517 08:00 09:00 1243 993 2236 2:15 17 24 41 14:15 285 205 490 09:00 10:00 939 708 1647 2:30 18 26 44 14:30 279 251 530 10:00 11:00 785 751 1536 2:45 15 23 38 14:45 277 328 605 11:00 12:00 866 834 1700 3:00 18 26 44 15:00 323 303 626 12:00 13:00 828 838 1666 3:15 24 15 39 15:15 365 291 656 13:00 14:00 904 864 1768 3:30 25 37 62 15:30 285 233 518 14:00 15:00 1090 1052 2142 3:45 27 32 59 15:45 311 289 600 15:00 16:00 1284 1116 2400 4:00 25 30 55 16:00 302 297 599 16:00 17:00 1197 1186 2383 4:15 18 39 57 16:15 299 304 603 17:00 18:00 1160 1305 2465 4:30 34 48 82 16:30 302 282 584 18:00 19:00 820 879 1699 4:45 56 73 129 16:45 294 303 597 19:00 20:00 628 722 1350 5:00 43 51 94 17:00 298 331 629 20:00 21:00 471 547 1018 5:15 62 89 151 17:15 328 331 659 21:00 22:00 329 411 740 5:30 86 126 212 17:30 281 338 619 22:00 23:00 251 310 561 5:45 98 124 222 17:45 253 305 558 23:00 00:00 168 192 360 6:00 102 100 202 18:00 245 243 488
6:15 122 97 219 18:15 205 213 418 NB SB EB WB TOTAL
6:30 144 147 291 18:30 197 218 415 00:00 to 12:00
6:45 154 187 341 18:45 173 205 378 6068 5743 11811
7:00 167 156 323 19:00 195 189 384 8:00 7:30 7:30
7:15 239 219 458 19:15 144 190 334 1243 1138 2359
7:30 282 285 567 19:30 172 173 345 0.962 0.881 0.951
7:45 297 323 620 19:45 117 170 287
8:00 323 284 607 20:00 129 160 289 12:00 to 00:00
8:15 319 246 565 20:15 129 135 264 9130 9422 18552
8:30 300 254 554 20:30 118 141 259 15:00 17:00 16:45
8:45 301 209 510 20:45 95 111 206 1284 1305 2504
9:00 254 158 412 21:00 94 120 214 0.879 0.965 0.950
9:15 278 166 444 21:15 80 103 183
9:30 189 204 393 21:30 80 96 176 07:00 to 09:00
9:45 218 180 398 21:45 75 92 167 2228 1976 4204
10:00 178 184 362 22:00 74 85 159 8:00 7:30 7:30
10:15 195 185 380 22:15 64 88 152 1243 1138 2359
10:30 209 187 396 22:30 71 79 150 0.962 0.881 0.951
10:45 203 195 398 22:45 42 58 100
11:00 214 208 422 23:00 54 47 101 16:00 to 18:00
11:15 216 193 409 23:15 46 60 106 2357 2491 4848
11:30 192 222 414 23:30 43 41 84 16:30 17:00 16:45
11:45 244 211 455 23:45 25 44 69 1222 1305 2504
TOTALS 6068 5743 0 0 11811 TOTALS 9130 9422 0 0 18552 0.931 0.965 0.950 SPLIT % 51% 49% 0% 0% 39% SPLIT % 49% 51% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
El Vista Ave Bet Yosemite Blvd & Scenic Dr
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 207 -
Street: Floyd Avenue
Limits: Oakdale Road to Roselle Avenue
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 42
10 mph Pace 34-43
Percent in Pace 95%
Average Daily Traffic (ADT) 11,998
Length of Segment (mi.) 1.00
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 27
Accident Rate (Acc/MVM) 2.06
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house), commercial (Business park, restaurants) and open space (agriculture) land uses present along segment.
A divided 4-lane minor arterial. Raised median serves as median. Concrete sidewalks present throughout segment. Bike Facility present on both sides. Signal present at intersection with Lincoln Oak Drive, and Oakdale Road. Roundabout turning present at intersection with Roselle Avenue. Side street stop control at all the other intersections. EB and WB left-turn lane pockets present at intersections. Marked crosswalks present at intersections with Lincoln Oak Drive, and Roselle Avenue No on-street parking present.
School zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 42 --> 40 §22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 208 -
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 28
29 30
31 32
33 34
35 36 2
37 5
38 5
39 8
40 12
41 7
42 6
43 3
44 2
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 50 36 - 44 40 mph 42 mph 35 - 44 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 2 4 6 810 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
#5..
- 209 -
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 28
29 30
31 32
33 1
34 5
35 5
36 8
37 3
38 5
39 3
40 2
41 7
42 5
43 4
44 2
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 50 33 - 44 38 mph 42 mph 34 - 43 47 94% 2% / 1 4% / 2
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Westbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 2 4 6 810
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
#5..
- 210 -
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 28
29 30
31 32
33 1
34 5
35 5
36 10
37 8
38 10
39 11
40 14
41 14
42 11
43 7
44 4
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 33 - 44 39 mph 42 mph 34 - 43 95 95% 1% / 1 4% / 4
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound & Westbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 510 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
#5..
- 211 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_008
NB SB EB WB Total
0 0 6,107 5,891 11,998
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 8 10 18 12:00 95 67 162 00:00 01:00 26 22 48
0:15 44 8 12:15 86 85 171 01:00 02:00 10 14 24
0:30 86 14 12:30 75 61 136 02:00 03:00 16 20 36
0:45 62 8 12:45 106 74 180 03:00 04:00 15 22 37
1:00 53 8 13:00 91 95 186 04:00 05:00 21 59 80
1:15 11 2 13:15 83 72 155 05:00 06:00 57 104 161
1:30 06 6 13:30 87 57 144 06:00 07:00 141 188 329
1:45 44 8 13:45 110 68 178 07:00 08:00 413 575 988
2:00 33 6 14:00 117 82 199 08:00 09:00 328 590 918
2:15 66 12 14:15 118 132 250 09:00 10:00 229 308 537
2:30 17 8 14:30 122 112 234 10:00 11:00 249 277 526
2:45 64 10 14:45 125 131 256 11:00 12:00 338 286 624
3:00 31 4 15:00 124 132 256 12:00 13:00 362 287 649
3:15 59 14 15:15 150 137 287 13:00 14:00 371 292 663
3:30 45 9 15:30 122 125 247 14:00 15:00 482 457 939
3:45 37 10 15:45 129 137 266 15:00 16:00 525 531 1056
4:00 2 12 14 16:00 119 88 207 16:00 17:00 487 391 878
4:15 4 15 19 16:15 109 93 202 17:00 18:00 549 384 933
4:30 58 13 16:30 131 103 234 18:00 19:00 458 315 773
4:45 10 24 34 16:45 128 107 235 19:00 20:00 356 289 645 5:00 8 21 29 17:00 134 92 226 20:00 21:00 268 206 474
5:15 12 24 36 17:15 150 104 254 21:00 22:00 190 152 342 5:30 11 26 37 17:30 148 104 252 22:00 23:00 138 72 210
5:45 26 33 59 17:45 117 84 201 23:00 00:00 78 50 128
6:00 24 38 62 18:00 122 84 206
6:15 24 38 62 18:15 105 79 184 NB SB EB WB TOTAL
6:30 46 52 98 18:30 122 75 197 00:00 to 12:00
6:45 47 60 107 18:45 109 77 186 1843 2465 4308
7:00 65 72 137 19:00 97 87 184 7:30 7:30 7:30
7:15 81 89 170 19:15 87 81 168 473 792 1265
7:30 133 173 306 19:30 101 60 161 0.882 0.822 0.843
7:45 134 241 375 19:45 71 61 132
8:00 121 216 337 20:00 75 65 140 12:00 to 00:00
8:15 85 162 247 20:15 74 37 111 4264 3426 7690
8:30 68 116 184 20:30 78 57 135 16:45 15:00 15:00
8:45 54 96 150 20:45 41 47 88 560 531 1056
9:00 72 85 157 21:00 77 44 121 0.933 0.969 0.920
9:15 41 78 119 21:15 38 40 78
9:30 54 71 125 21:30 37 37 74 07:00 to 09:00
9:45 62 74 136 21:45 38 31 69 741 1165 1906
10:00 64 68 132 22:00 40 21 61 7:30 7:30 7:30
10:15 57 61 118 22:15 38 20 58 473 792 1265
10:30 66 80 146 22:30 34 19 53 0.882 0.822 0.843
10:45 62 68 130 22:45 26 12 38
11:00 75 67 142 23:00 26 11 37 16:00 to 18:00
11:15 80 71 151 23:15 27 18 45 1036 775 1811
11:30 89 70 159 23:30 14 14 28 16:45 16:45 16:45
11:45 94 78 172 23:45 11 7 18 560 407 967
TOTALS 0 0 1843 2465 4308 TOTALS 0 0 4264 3426 7690 0.933 0.951 0.952 SPLIT % 0% 0% 43% 57% 36% SPLIT % 0% 0% 55% 45% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Floyd Ave Bet Oakdale Rd & Roselle Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 212 -
Street: Floyd Avenue
Limits: Roselle Avenue to Claus Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 100
85th Percentile (mph) 45
10 mph Pace 40-49
Percent in Pace 100%
Average Daily Traffic (ADT) 7,954
Length of Segment (mi.) 0.97
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 12
Accident Rate (Acc/MVM) 1.42
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (mall), residential (single-family house), and open space (park, canal trail) land uses present along segment.
A divided 4-lane minor arterial. Raised median serves as median. Concrete sidewalks present on both sides. No bike facilities present.
Signal present at intersection with Millbrook Avenue. Roundabout turning present at intersection with Roselle Avenue. Side street stop control at remaining intersections. WB and EB left-turn and right-turn lane pockets present at intersections throughout segment. Marked crosswalks present at Millbrook Avenue, and Roselle Avenue No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 45 --> 45 §22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 213 -
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
33 34
35 36
37 38
39 40 3
41 12
42 6
43 8
44 12
45 5
46 2
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 50 40 - 47 43 mph 45 mph 38 - 47 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Eastbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
0 2 4 6 810 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
#5..
- 214 -
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
33 34
35 36
37 38
39 40 7
41 10
42 2
43 3
44 12
45 7
46 5
47 1
48 1
49 2
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 50 40 - 49 44 mph 46 mph 40 - 49 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Westbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
0 2 4 6 810 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
#5..
- 215 -
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
29 30
31 32
33 34
35 36
37 38
39 40 10
41 22
42 8
43 11
44 24
45 12
46 7
47 3
48 1
49 2
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 40 - 49 43 mph 45 mph 40 - 49 100 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
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
#5..
- 216 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_009
NB SB EB WB Total
0 0 3,884 4,070 7,954
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 36 9 12:00 55 45 100 00:00 01:00 17 16 33
0:15 45 9 12:15 40 50 90 01:00 02:00 12 13 25
0:30 44 8 12:30 56 42 98 02:00 03:00 10 14 24
0:45 61 7 12:45 45 37 82 03:00 04:00 11 17 28
1:00 54 9 13:00 61 51 112 04:00 05:00 18 29 47
1:15 01 1 13:15 57 49 106 05:00 06:00 61 58 119
1:30 45 9 13:30 67 56 123 06:00 07:00 105 115 220
1:45 33 6 13:45 81 53 134 07:00 08:00 352 415 767
2:00 14 5 14:00 99 72 171 08:00 09:00 248 368 616
2:15 43 7 14:15 70 130 200 09:00 10:00 137 184 321
2:30 33 6 14:30 81 111 192 10:00 11:00 176 163 339
2:45 24 6 14:45 75 84 159 11:00 12:00 191 207 398
3:00 14 5 15:00 66 66 132 12:00 13:00 196 174 370
3:15 34 7 15:15 74 87 161 13:00 14:00 266 209 475
3:30 53 8 15:30 75 90 165 14:00 15:00 325 397 722
3:45 26 8 15:45 76 83 159 15:00 16:00 291 326 617
4:00 26 8 16:00 67 74 141 16:00 17:00 289 294 583
4:15 64 10 16:15 66 68 134 17:00 18:00 330 335 665
4:30 55 10 16:30 88 77 165 18:00 19:00 280 250 530
4:45 5 14 19 16:45 68 75 143 19:00 20:00 199 171 370
5:00 13 13 26 17:00 82 81 163 20:00 21:00 157 134 291
5:15 11 11 22 17:15 85 90 175 21:00 22:00 106 89 195
5:30 18 18 36 17:30 91 91 182 22:00 23:00 71 52 123
5:45 19 16 35 17:45 72 73 145 23:00 00:00 36 40 76
6:00 21 28 49 18:00 72 70 142
6:15 20 19 39 18:15 75 72 147 NB SB EB WB TOTAL
6:30 30 31 61 18:30 69 59 128 00:00 to 12:00
6:45 34 37 71 18:45 64 49 113 1338 1599 2937
7:00 39 55 94 19:00 42 58 100 7:30 7:30 7:30
7:15 62 78 140 19:15 55 42 97 415 513 928
7:30 122 107 229 19:30 54 34 88 0.804 0.733 0.763
7:45 129 175 304 19:45 48 37 85
8:00 88 141 229 20:00 43 41 84 12:00 to 00:00
8:15 76 90 166 20:15 45 29 74 2546 2471 5017
8:30 52 73 125 20:30 42 32 74 13:45 14:00 14:00
8:45 32 64 96 20:45 27 32 59 331 397 722
9:00 41 48 89 21:00 28 22 50 0.836 0.763 0.903
9:15 29 53 82 21:15 32 28 60
9:30 28 30 58 21:30 24 21 45 07:00 to 09:00
9:45 39 53 92 21:45 22 18 40 600 783 1383
10:00 40 36 76 22:00 22 12 34 7:30 7:30 7:30
10:15 43 38 81 22:15 19 22 41 415 513 928
10:30 46 58 104 22:30 21 13 34 0.804 0.733 0.763
10:45 47 31 78 22:45 95 14
11:00 41 48 89 23:00 7 11 18 16:00 to 18:00
11:15 53 58 111 23:15 15 16 31 619 629 1248
11:30 43 51 94 23:30 88 16 17:00 16:45 17:00
11:45 54 50 104 23:45 65 11 330 337 665
TOTALS 0 0 1338 1599 2937 TOTALS 0 0 2546 2471 5017 0.907 0.926 0.913 SPLIT % 0% 0% 46% 54% 37% SPLIT % 0% 0% 51% 49% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Floyd Ave Bet Roselle Ave & Claus Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 217 -
Street: Orangeburg Avenue
Limits: Briggsmore Avenue to Martin Avenue
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 136
85th Percentile (mph) 43
10 mph Pace 35-44
Percent in Pace 78%
Average Daily Traffic (ADT) 17,459
Length of Segment (mi.) 0.42
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 13
Accident Rate (Acc/MVM) 1.62
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (Hotels, Gas station, restaurants) land uses present along segment.
An undivided 4-lane minor arterial. TWLTL serves as median. Concrete sidewalks present on both sides. No bike facilities present.
Signal present at intersection with Briggsmore Avenue. Side street stop control at all the other intersections. NB and SB left turn pockets present at every intersection throughout the segment. No marked crosswalks present. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 43 --> 45 §22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
§22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, and four legged signalized intersection (ped-bike generator): 40 --> 35 Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 218 -
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 28
29 30 1
31 32
33 34 1
35 1
36 5
37 2
38 8
39 9
40 7
41 6
42 5
43 6
44 5
45 2
46 2
47 48 2
49 1
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 63 30 - 49 40 mph 44 mph 36 - 45 55 87% 4% / 3 8% / 5
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Eastbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
0 2 4 6 810
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
#5..
- 219 -
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 28 1
29 2
30 1
31 5
32 33 5
34 4
35 3
36 10
37 4
38 5
39 8
40 6
41 5
42 5
43 3
44 3
45 46 2
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 73 28 - 47 38 mph 42 mph 33 - 42 55 75% 12% / 9 13% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Westbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
0 2 4 6 810 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
#5..
- 220 -
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 28 1
29 2
30 2
31 5
32 33 5
34 5
35 4
36 15
37 6
38 13
39 17
40 13
41 11
42 10
43 9
44 8
45 2
46 4
47 1
48 2
49 1
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 28 - 49 39 mph 43 mph 35 - 44 106 78% 14% / 20 8% / 10
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Eastbound & Westbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
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
#5..
- 221 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_010
NB SB EB WB Total
0 0 8,742 8,717 17,459
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 28 12 40 12:00 126 131 257 00:00 01:00 88 48 136
0:15 17 15 32 12:15 137 126 263 01:00 02:00 43 43 86
0:30 27 9 36 12:30 146 140 286 02:00 03:00 47 40 87
0:45 16 12 28 12:45 146 138 284 03:00 04:00 44 100 144
1:00 67 13 13:00 135 101 236 04:00 05:00 67 165 232
1:15 10 9 19 13:15 143 119 262 05:00 06:00 145 258 403
1:30 11 8 19 13:30 161 130 291 06:00 07:00 259 282 541
1:45 16 19 35 13:45 124 130 254 07:00 08:00 409 507 916 2:00 12 8 20 14:00 131 123 254 08:00 09:00 553 554 1107 2:15 11 8 19 14:15 140 103 243 09:00 10:00 378 417 795
2:30 13 14 27 14:30 119 144 263 10:00 11:00 444 455 899 2:45 11 10 21 14:45 167 191 358 11:00 12:00 456 518 974 3:00 8 24 32 15:00 155 175 330 12:00 13:00 555 535 1090 3:15 15 22 37 15:15 160 182 342 13:00 14:00 563 480 1043 3:30 10 28 38 15:30 173 167 340 14:00 15:00 557 561 1118 3:45 11 26 37 15:45 196 173 369 15:00 16:00 684 697 1381 4:00 16 34 50 16:00 167 172 339 16:00 17:00 777 779 1556 4:15 11 35 46 16:15 202 191 393 17:00 18:00 748 795 1543 4:30 12 37 49 16:30 205 201 406 18:00 19:00 569 439 1008 4:45 28 59 87 16:45 203 215 418 19:00 20:00 441 365 806 5:00 24 61 85 17:00 188 235 423 20:00 21:00 355 251 606 5:15 23 61 84 17:15 220 215 435 21:00 22:00 278 203 481 5:30 49 55 104 17:30 187 202 389 22:00 23:00 174 146 320 5:45 49 81 130 17:45 153 143 296 23:00 00:00 108 79 187 6:00 48 73 121 18:00 148 126 274
6:15 59 68 127 18:15 159 98 257 NB SB EB WB TOTAL
6:30 68 66 134 18:30 133 110 243 00:00 to 12:00
6:45 84 75 159 18:45 129 105 234 2933 3387 6320
7:00 67 103 170 19:00 120 100 220 7:45 7:45 7:45
7:15 77 132 209 19:15 115 84 199 553 571 1124
7:30 121 135 256 19:30 112 99 211 0.940 0.952 0.989
7:45 144 137 281 19:45 94 82 176
8:00 127 150 277 20:00 94 84 178 12:00 to 00:00
8:15 147 135 282 20:15 103 67 170 5809 5330 11139
8:30 135 149 284 20:30 91 45 136 16:30 16:45 16:30
8:45 144 120 264 20:45 67 55 122 816 867 1682
9:00 88 111 199 21:00 78 66 144 0.927 0.922 0.967
9:15 113 96 209 21:15 69 53 122
9:30 94 110 204 21:30 67 51 118 07:00 to 09:00
9:45 83 100 183 21:45 64 33 97 962 1061 2023
10:00 115 106 221 22:00 54 40 94 7:45 7:45 7:45
10:15 96 103 199 22:15 38 45 83 553 571 1124
10:30 112 124 236 22:30 45 32 77 0.940 0.952 0.989
10:45 121 122 243 22:45 37 29 66
11:00 102 110 212 23:00 44 27 71 16:00 to 18:00
11:15 118 140 258 23:15 21 16 37 1525 1574 3099
11:30 118 138 256 23:30 20 21 41 16:30 16:45 16:30
11:45 118 130 248 23:45 23 15 38 816 867 1682
TOTALS 0 0 2933 3387 6320 TOTALS 0 0 5809 5330 11139 0.927 0.922 0.967 SPLIT % 0% 0% 46% 54% 36% SPLIT % 0% 0% 52% 48% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 222 -
Street: Orangeburg Avenue
Limits: Martin Avenue to McHenry Avenue
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 134
85th Percentile (mph) 45
10 mph Pace 34-43
Percent in Pace 71%
Average Daily Traffic (ADT) 16,624
Length of Segment (mi.) 1.73
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 57
Accident Rate (Acc/MVM) 1.81
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (business park), residential (single-family house) and open space (agriculture, vacant) land uses.
An undivided 4-lane minor arterial. Dotted yellow line serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at intersection with McHenry Avenue, College Avenue, Tully Road, Enslen Avenue, Kearney Avenue, and Carver Road. Side street stop control at remaining intersections. EB and WB Left turn pockets present at intersections throught the segment. Marked crosswalks present at intersections with Tully Road, College Avenue, Virginia Corridor Trail, and Enslen Avenue On-street parking present on both sides. School zone is present. High driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 45 --> 45 §22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
§22358.7 - Reduce the speed limit by an additional 5 mph as because of presence of bicyclists, pedestrians, and Medical Clinics: 45 -- > 40
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 223 -
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
29 1
30 31
32 33 1
34 2
35 3
36 3
37 4
38 6
39 7
40 3
41 2
42 5
43 4
44 5
45 3
46 4
47 2
48 1
49 2
50 1
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 59 29 - 50 40 mph 46 mph 37 - 46 43 73% 16% / 10 11% / 6
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Eastbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
02468
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
#5..
- 224 -
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 1
28 29 1
30 1
31 32 1
33 3
34 4
35 5
36 6
37 5
38 8
39 7
40 8
41 4
42 6
43 3
44 1
45 1
46 3
47 1
48 3
49 1
50 1
51 52 1
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 75 27 - 52 39 mph 44 mph 33 - 42 56 75% 5% / 4 20% / 15
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Westbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
0 2 4 6 810
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
#5..
- 225 -
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 1
28 29 2
30 1
31 32 1
33 4
34 6
35 8
36 9
37 9
38 14
39 14
40 11
41 6
42 11
43 7
44 6
45 4
46 7
47 3
48 4
49 3
50 2
51 52 1
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 134 27 - 52 39 mph 45 mph 34 - 43 95 71% 6% / 9 23% / 30
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
0 510 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
#5..
- 226 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_011
NB SB EB WB Total
0 0 8,683 7,941 16,624
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 17 17 34 12:00 123 143 266 00:00 01:00 59 37 96
0:15 16 10 26 12:15 122 123 245 01:00 02:00 34 32 66
0:30 10 7 17 12:30 139 128 267 02:00 03:00 26 38 64
0:45 16 3 19 12:45 166 127 293 03:00 04:00 33 61 94
1:00 67 13 13:00 123 111 234 04:00 05:00 64 116 180
1:15 86 14 13:15 102 118 220 05:00 06:00 162 168 330
1:30 11 8 19 13:30 151 133 284 06:00 07:00 326 232 558
1:45 9 11 20 13:45 131 156 287 07:00 08:00 535 501 1036 2:00 38 11 14:00 128 141 269 08:00 09:00 711 529 1240
2:15 88 16 14:15 148 136 284 09:00 10:00 439 391 830
2:30 7 11 18 14:30 149 143 292 10:00 11:00 503 439 942
2:45 8 11 19 14:45 140 165 305 11:00 12:00 497 495 992
3:00 7 14 21 15:00 166 172 338 12:00 13:00 550 521 1071 3:15 11 14 25 15:15 170 137 307 13:00 14:00 507 518 1025 3:30 9 12 21 15:30 116 160 276 14:00 15:00 565 585 1150 3:45 6 21 27 15:45 168 161 329 15:00 16:00 620 630 1250 4:00 11 25 36 16:00 166 147 313 16:00 17:00 701 616 1317 4:15 13 20 33 16:15 154 127 281 17:00 18:00 704 643 1347 4:30 12 20 32 16:30 208 172 380 18:00 19:00 517 426 943 4:45 28 51 79 16:45 173 170 343 19:00 20:00 389 369 758 5:00 24 32 56 17:00 168 201 369 20:00 21:00 296 224 520 5:15 32 27 59 17:15 181 156 337 21:00 22:00 215 175 390 5:30 53 58 111 17:30 196 147 343 22:00 23:00 155 113 268 5:45 53 51 104 17:45 159 139 298 23:00 00:00 75 82 157
6:00 59 48 107 18:00 148 125 273
6:15 62 56 118 18:15 132 115 247 NB SB EB WB TOTAL
6:30 89 67 156 18:30 125 80 205 00:00 to 12:00
6:45 116 61 177 18:45 112 106 218 3389 3039 6428
7:00 79 82 161 19:00 118 107 225 7:45 7:30 7:30
7:15 97 109 206 19:15 96 86 182 738 583 1308
7:30 155 156 311 19:30 86 103 189 0.904 0.900 0.913
7:45 204 154 358 19:45 89 73 162
8:00 183 162 345 20:00 87 66 153 12:00 to 00:00
8:15 183 111 294 20:15 83 69 152 5294 4902 10196
8:30 168 129 297 20:30 67 51 118 16:30 16:30 16:30
8:45 177 127 304 20:45 59 38 97 730 699 1429
9:00 102 93 195 21:00 59 60 119 0.877 0.869 0.940
9:15 119 100 219 21:15 49 49 98
9:30 112 96 208 21:30 57 32 89 07:00 to 09:00
9:45 106 102 208 21:45 50 34 84 1246 1030 2276
10:00 125 93 218 22:00 52 35 87 7:45 7:30 7:30
10:15 107 110 217 22:15 36 42 78 738 583 1308
10:30 120 123 243 22:30 38 24 62 0.904 0.900 0.913
10:45 151 113 264 22:45 29 12 41
11:00 130 112 242 23:00 33 24 57 16:00 to 18:00
11:15 127 125 252 23:15 9 26 35 1405 1259 2664
11:30 129 123 252 23:30 16 15 31 16:30 16:30 16:30
11:45 111 135 246 23:45 17 17 34 730 699 1429
TOTALS 0 0 3389 3039 6428 TOTALS 0 0 5294 4902 10196 0.877 0.869 0.940 SPLIT % 0% 0% 53% 47% 39% SPLIT % 0% 0% 52% 48% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
Orangeburg Ave Bet Martin Ave & McHenry Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 227 -
11 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 228 -
Street: Pelandale Avenue
Limits: Sisk Road to Dale Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 45
# Speed Data Collected 103
85th Percentile (mph) 52
10 mph Pace 44-53
Percent in Pace 89%
Average Daily Traffic (ADT) 28,013
Length of Segment (mi.) 1.02
Street Classification Principal Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 38
Accident Rate (Acc/MVM) 1.21
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (business park, Costco Wholesale), residential, and open space (vacant) land uses present along segment.
An undivided 6-lane principal arterial. Raised median serves as median. Concrete sidewalks present on both sides. No bike facilities present. Signals present at intersection with Sisk Road, Dale Road, Costco Wholesale Parking. Side street stop control at remaining intersections. EB and WB Left turn pockets present at intersections throught the segment. Marked crosswalks present at intersections with Sisk Road, Dale Road, and Costco Wholesale Parking. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 52 --> 50 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 50
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 229 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40
41 42
43 3
44 6
45 5
46 2
47 7
48 49 7
50 10
51 4
52 5
53 2
54 2
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 53 43 - 54 49 mph 52 mph 43 - 52 49 92% 0% / 0 8% / 4
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Eastbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
0 2 4 6 810 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
#5..
- 230 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40 2
41 1
42 43 1
44 5
45 8
46 7
47 2
48 5
49 2
50 5
51 2
52 5
53 3
54 2
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 50 40 - 54 47 mph 52 mph 44 - 53 44 88% 8% / 4 4% / 2
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Westbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
0 2 4 6 810
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
#5..
- 231 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40 2
41 1
42 43 4
44 11
45 13
46 9
47 9
48 5
49 9
50 15
51 6
52 10
53 5
54 4
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 40 - 54 48 mph 52 mph 44 - 53 92 89% 6% / 7 4% / 4
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
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
#5..
- 232 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_012
NB SB EB WB Total
0 0 13,629 14,384 28,013
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 25 14 39 12:00 243 243 486 00:00 01:00 105 56 161
0:15 34 17 51 12:15 241 254 495 01:00 02:00 83 37 120
0:30 25 11 36 12:30 214 259 473 02:00 03:00 24 44 68
0:45 21 14 35 12:45 245 256 501 03:00 04:00 49 113 162
1:00 27 8 35 13:00 270 252 522 04:00 05:00 61 143 204
1:15 20 8 28 13:15 229 233 462 05:00 06:00 150 218 368
1:30 13 12 25 13:30 218 248 466 06:00 07:00 264 391 655 1:45 23 9 32 13:45 251 254 505 07:00 08:00 554 791 1345 2:00 8 10 18 14:00 255 250 505 08:00 09:00 704 841 1545 2:15 67 13 14:15 247 223 470 09:00 10:00 613 833 1446
2:30 6 13 19 14:30 282 300 582 10:00 11:00 790 910 1700 2:45 4 14 18 14:45 256 286 542 11:00 12:00 829 988 1817 3:00 13 25 38 15:00 261 243 504 12:00 13:00 943 1012 1955 3:15 13 21 34 15:15 269 280 549 13:00 14:00 968 987 1955 3:30 11 27 38 15:30 222 309 531 14:00 15:00 1040 1059 2099 3:45 12 40 52 15:45 260 276 536 15:00 16:00 1012 1108 2120 4:00 14 21 35 16:00 269 266 535 16:00 17:00 1048 1097 2145 4:15 13 34 47 16:15 256 262 518 17:00 18:00 1012 1137 2149 4:30 12 37 49 16:30 308 271 579 18:00 19:00 942 851 1793 4:45 22 51 73 16:45 215 298 513 19:00 20:00 786 678 1464 5:00 21 46 67 17:00 276 322 598 20:00 21:00 700 517 1217 5:15 33 52 85 17:15 273 290 563 21:00 22:00 461 301 762 5:30 40 58 98 17:30 226 281 507 22:00 23:00 298 162 460 5:45 56 62 118 17:45 237 244 481 23:00 00:00 193 110 303 6:00 51 75 126 18:00 247 212 459
6:15 47 85 132 18:15 244 203 447 NB SB EB WB TOTAL
6:30 71 101 172 18:30 226 246 472 00:00 to 12:00
6:45 95 130 225 18:45 225 190 415 4226 5365 9591
7:00 83 150 233 19:00 176 179 355 11:00 10:45 11:00
7:15 100 185 285 19:15 219 170 389 829 996 1817
7:30 163 220 383 19:30 201 174 375 0.925 0.973 0.958
7:45 208 236 444 19:45 190 155 345
8:00 219 215 434 20:00 184 144 328 12:00 to 00:00
8:15 186 228 414 20:15 193 150 343 9403 9019 18422
8:30 154 209 363 20:30 181 118 299 15:45 16:45 16:30
8:45 145 189 334 20:45 142 105 247 1093 1191 2253
9:00 148 190 338 21:00 131 90 221 0.887 0.925 0.942
9:15 155 190 345 21:15 122 89 211
9:30 156 217 373 21:30 122 67 189 07:00 to 09:00
9:45 154 236 390 21:45 86 55 141 1258 1632 2890
10:00 197 208 405 22:00 86 44 130 7:30 7:30 7:30
10:15 175 220 395 22:15 76 58 134 776 899 1675
10:30 203 228 431 22:30 78 24 102 0.886 0.952 0.943
10:45 215 254 469 22:45 58 36 94
11:00 188 245 433 23:00 55 26 81 16:00 to 18:00
11:15 199 241 440 23:15 55 38 93 2060 2234 4294
11:30 218 256 474 23:30 38 27 65 16:30 16:45 16:30
11:45 224 246 470 23:45 45 19 64 1072 1191 2253
TOTALS 0 0 4226 5365 9591 TOTALS 0 0 9403 9019 18422 0.870 0.925 0.942 SPLIT % 0% 0% 44% 56% 34% SPLIT % 0% 0% 51% 49% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pelandale Ave Bet Sisk Rd & Dale Rd
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 233 -
12 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 234 -
Street: Prescott Road
Limits: Standiford Avenue to Rumble Road
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 103
85th Percentile (mph) 42
10 mph Pace 35-44
Percent in Pace 96%
Average Daily Traffic (ADT) 16,397
Length of Segment (mi.) 0.53
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 9
Accident Rate (Acc/MVM) 0.95
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (mall), residential (single-family house), and park land uses present along segment.
An undivided 4-lane minor arterial. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signals present at intersections with Rumble road, and Standiford Avenue. Side street stop control at remaining intersections.
NB and SB left-turn lane pockets present at approaches to Rumble road, and Standiford Avenue. Marked crosswalks present at intersections with Standiford Avenue, and hetchy-hetchy Trail. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 42 --> 40
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 235 -
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
27 28
29 30
31 32
33 34
35 1
36 4
37 4
38 2
39 5
40 7
41 10
42 10
43 3
44 3
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 50 35 - 45 41 mph 42 mph 35 - 44 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Northbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
0 2 4 6 810 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
#5..
- 236 -
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
27 28
29 30
31 32
33 1
34 2
35 4
36 5
37 2
38 12
39 7
40 3
41 10
42 2
43 3
44 2
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 53 33 - 44 39 mph 41 mph 34 - 43 50 94% 1% / 1 4% / 2
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Southbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
0 2 4 6 810 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
#5..
- 237 -
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
27 28
29 30
31 32
33 1
34 2
35 5
36 9
37 6
38 14
39 12
40 10
41 20
42 12
43 6
44 5
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 103 33 - 45 40 mph 42 mph 35 - 44 99 96% 2% / 3 1% / 1
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Northbound & Southbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
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
#5..
- 238 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_013
NB SB EB WB Total
8,158 8,239 0 0 16,397
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 15 13 28 12:00 145 141 286 00:00 01:00 47 41 88
0:15 8 10 18 12:15 128 126 254 01:00 02:00 31 44 75
0:30 8 11 19 12:30 148 132 280 02:00 03:00 18 26 44
0:45 16 7 23 12:45 129 160 289 03:00 04:00 38 43 81
1:00 5 20 25 13:00 123 173 296 04:00 05:00 56 66 122
1:15 11 8 19 13:15 165 179 344 05:00 06:00 116 102 218
1:30 8 10 18 13:30 243 161 404 06:00 07:00 212 171 383
1:45 76 13 13:45 127 137 264 07:00 08:00 471 495 966
2:00 67 13 14:00 132 142 274 08:00 09:00 522 590 1112
2:15 34 7 14:15 135 142 277 09:00 10:00 387 402 789
2:30 54 9 14:30 133 154 287 10:00 11:00 454 480 934
2:45 4 11 15 14:45 155 175 330 11:00 12:00 464 489 953
3:00 79 16 15:00 152 135 287 12:00 13:00 550 559 1109
3:15 86 14 15:15 140 148 288 13:00 14:00 658 650 1308
3:30 13 13 26 15:30 135 141 276 14:00 15:00 555 613 1168 3:45 10 15 25 15:45 145 140 285 15:00 16:00 572 564 1136 4:00 9 12 21 16:00 148 144 292 16:00 17:00 573 603 1176 4:15 16 16 32 16:15 123 141 264 17:00 18:00 638 606 1244 4:30 17 14 31 16:30 146 179 325 18:00 19:00 531 522 1053 4:45 14 24 38 16:45 156 139 295 19:00 20:00 419 399 818 5:00 19 13 32 17:00 166 153 319 20:00 21:00 357 333 690 5:15 28 18 46 17:15 170 176 346 21:00 22:00 240 227 467 5:30 29 28 57 17:30 159 134 293 22:00 23:00 171 125 296 5:45 40 43 83 17:45 143 143 286 23:00 00:00 78 89 167
6:00 33 30 63 18:00 121 144 265
6:15 49 34 83 18:15 134 134 268 NB SB EB WB TOTAL
6:30 58 45 103 18:30 156 111 267 00:00 to 12:00
6:45 72 62 134 18:45 120 133 253 2816 2949 5765
7:00 85 59 144 19:00 125 111 236 7:30 7:30 7:30
7:15 87 99 186 19:15 98 92 190 598 715 1313
7:30 121 123 244 19:30 90 100 190 0.840 0.835 0.837
7:45 178 214 392 19:45 106 96 202
8:00 167 198 365 20:00 94 89 183 12:00 to 00:00
8:15 132 180 312 20:15 101 74 175 5342 5290 10632
8:30 109 120 229 20:30 81 82 163 13:15 12:45 12:45
8:45 114 92 206 20:45 81 88 169 667 673 1333
9:00 100 110 210 21:00 62 71 133 0.686 0.940 0.825
9:15 86 96 182 21:15 71 69 140
9:30 95 105 200 21:30 59 39 98 07:00 to 09:00
9:45 106 91 197 21:45 48 48 96 993 1085 2078
10:00 131 120 251 22:00 46 33 79 7:30 7:30 7:30
10:15 107 127 234 22:15 42 24 66 598 715 1313
10:30 108 119 227 22:30 55 31 86 0.840 0.835 0.837
10:45 108 114 222 22:45 28 37 65
11:00 110 115 225 23:00 27 26 53 16:00 to 18:00
11:15 105 117 222 23:15 23 20 43 1211 1209 2420
11:30 127 119 246 23:30 17 20 37 16:45 16:30 16:30
11:45 122 138 260 23:45 11 23 34 651 647 1285
TOTALS 2816 2949 0 0 5765 TOTALS 5342 5290 0 0 10632 0.957 0.904 0.928 SPLIT % 49% 51% 0% 0% 35% SPLIT % 50% 50% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Prescott Rd Bet Standiford Ave & Rumble Rd
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 239 -
Street: Prescott Road
Limits: Rumble Road to Briggsmore Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 41
10 mph Pace 32-41
Percent in Pace 84%
Average Daily Traffic (ADT) 17,778
Length of Segment (mi.) 0.83
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 14
Accident Rate (Acc/MVM) 0.87
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (Business parks, restaurants), and Residential (single-family house) land uses.
An undivided 4-lane minor arterial. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signals present at intersection with Mount Vernon Drive, Briggsmore Avenue, Plaza Parkway, and Rumble Road. Side street stop control at remaining intersections. NB and SB left-turn lane pockets present at approaches to Rumble road, and Briggsmore Avenue. Marked crosswalks present at intersection with Chrysler Drive, Mount Vernon Drive, Plaza Parkway, and Briggsmore Avenue.
No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 41 --> 40
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 240 -
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
27 28
29 30
31 2
32 4
33 7
34 7
35 4
36 3
37 8
38 1
39 3
40 3
41 6
42 2
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 50 31 - 42 36 mph 41 mph 32 - 41 46 92% 4% / 2 4% / 2
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Northbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 2 4 6 810
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
#5..
- 241 -
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
27 28
29 30
31 4
32 3
33 6
34 35 8
36 2
37 2
38 3
39 7
40 3
41 4
42 4
43 3
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 50 31 - 45 37 mph 42 mph 33 - 42 39 78% 14% / 7 8% / 4
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Southbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 2 4 6 810
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
#5..
- 242 -
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
27 28
29 30
31 6
32 7
33 13
34 7
35 12
36 5
37 10
38 4
39 10
40 6
41 10
42 6
43 3
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 100 31 - 45 36 mph 41 mph 32 - 41 84 84% 6% / 6 10% / 10
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 510 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
#5..
- 243 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_014
NB SB EB WB Total
8,759 9,019 0 0 17,778
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 19 11 30 12:00 142 156 298 00:00 01:00 52 39 91
0:15 11 10 21 12:15 159 131 290 01:00 02:00 38 45 83
0:30 6 10 16 12:30 149 127 276 02:00 03:00 21 32 53
0:45 16 8 24 12:45 148 145 293 03:00 04:00 40 64 104
1:00 8 16 24 13:00 168 143 311 04:00 05:00 54 95 149
1:15 11 10 21 13:15 194 165 359 05:00 06:00 108 148 256 1:30 13 14 27 13:30 162 210 372 06:00 07:00 212 216 428 1:45 65 11 13:45 144 154 298 07:00 08:00 522 515 1037
2:00 79 16 14:00 144 145 289 08:00 09:00 508 696 1204
2:15 77 14 14:15 162 159 321 09:00 10:00 395 453 848
2:30 35 8 14:30 152 167 319 10:00 11:00 486 528 1014
2:45 4 11 15 14:45 145 173 318 11:00 12:00 515 520 1035 3:00 5 18 23 15:00 145 159 304 12:00 13:00 598 559 1157 3:15 11 9 20 15:15 154 162 316 13:00 14:00 668 672 1340 3:30 10 21 31 15:30 170 154 324 14:00 15:00 603 644 1247 3:45 14 16 30 15:45 146 152 298 15:00 16:00 615 627 1242 4:00 10 17 27 16:00 153 180 333 16:00 17:00 637 682 1319 4:15 15 23 38 16:15 144 146 290 17:00 18:00 669 640 1309 4:30 12 20 32 16:30 167 206 373 18:00 19:00 583 544 1127 4:45 17 35 52 16:45 173 150 323 19:00 20:00 459 464 923 5:00 21 21 42 17:00 165 172 337 20:00 21:00 399 358 757 5:15 21 35 56 17:15 190 174 364 21:00 22:00 267 231 498 5:30 30 37 67 17:30 182 149 331 22:00 23:00 209 150 359 5:45 36 55 91 17:45 132 145 277 23:00 00:00 101 97 198
6:00 31 40 71 18:00 137 161 298
6:15 55 38 93 18:15 161 118 279 NB SB EB WB TOTAL
6:30 58 55 113 18:30 148 126 274 00:00 to 12:00
6:45 68 83 151 18:45 137 139 276 2951 3351 6302
7:00 91 67 158 19:00 136 134 270 7:30 7:30 7:30
7:15 105 106 211 19:15 107 110 217 591 794 1385
7:30 143 157 300 19:30 107 109 216 0.807 0.791 0.941
7:45 183 185 368 19:45 109 111 220
8:00 148 201 349 20:00 106 101 207 12:00 to 00:00
8:15 117 251 368 20:15 109 80 189 5808 5668 11476
8:30 116 142 258 20:30 92 99 191 16:45 16:30 16:30
8:45 127 102 229 20:45 92 78 170 710 702 1397
9:00 103 114 217 21:00 74 71 145 0.934 0.852 0.936
9:15 80 113 193 21:15 71 70 141
9:30 99 111 210 21:30 67 45 112 07:00 to 09:00
9:45 113 115 228 21:45 55 45 100 1030 1211 2241
10:00 131 139 270 22:00 71 41 112 7:30 7:30 7:30
10:15 118 124 242 22:15 50 33 83 591 794 1385
10:30 113 134 247 22:30 57 40 97 0.807 0.791 0.941
10:45 124 131 255 22:45 31 36 67
11:00 120 117 237 23:00 39 29 68 16:00 to 18:00
11:15 125 145 270 23:15 24 24 48 1306 1322 2628
11:30 121 120 241 23:30 23 20 43 16:45 16:30 16:30
11:45 149 138 287 23:45 15 24 39 710 702 1397
TOTALS 2951 3351 0 0 6302 TOTALS 5808 5668 0 0 11476 0.934 0.852 0.936 SPLIT % 47% 53% 0% 0% 35% SPLIT % 51% 49% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Prescott Rd Bet Rumble Rd & Briggsmore Ave
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 244 -
Street: Scenic Drive
Limits: Coffee Road to Oakdale Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 151
85th Percentile (mph) 48
10 mph Pace 39-48
Percent in Pace 83%
Average Daily Traffic (ADT) 30,014
Length of Segment (mi.) 1.03
Street Classification Major Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 51
Accident Rate (Acc/MVM) 1.51
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (mall), and residential (single-family house) land uses present along segment.
An undivided 4-lane major collector. TWLTL serves as median Concrete sidewalks present on both sides. No bike facilities present.
Signal present at Oakdale Road, and Coffee Road. Side street stop control at remaining intersections. EB and WB Left turn pockets present at intersections throught the segment. No marked crosswalks present. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 48 --> 50
§22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
§22358.7 - Reduce the speed limit by an additional 5 mph as because of presence of bicyclists, pedestrians, and Medical Clinics: 45 -- > 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 245 -
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
29 30
31 32
33 1
34 35 2
36 1
37 1
38 3
39 4
40 3
41 9
42 10
43 11
44 6
45 7
46 6
47 4
48 3
49 3
50 2
51 52 1
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 33 - 52 43 mph 47 mph 38 - 47 63 82% 6% / 5 12% / 9
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
0 2 4 6 810 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
#5..
- 246 -
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
29 30
31 32
33 34 1
35 36 1
37 1
38 1
39 5
40 7
41 7
42 5
43 6
44 8
45 7
46 6
47 5
48 6
49 3
50 2
51 1
52 1
53 1
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 74 34 - 53 44 mph 48 mph 39 - 48 62 84% 5% / 4 11% / 8
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
0 2 4 6 810
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
#5..
- 247 -
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
29 30
31 32
33 1
34 1
35 2
36 2
37 2
38 4
39 9
40 10
41 16
42 15
43 17
44 14
45 14
46 12
47 9
48 9
49 6
50 4
51 1
52 2
53 1
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 33 - 53 43 mph 48 mph 39 - 48 125 83% 7% / 12 10% / 14
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
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
#5..
- 248 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_015
NB SB EB WB Total
0 0 14,350 15,664 30,014
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 25 39 12:00 231 196 427 00:00 01:00 76 64 140
0:15 29 11 40 12:15 213 216 429 01:00 02:00 53 51 104
0:30 15 9 24 12:30 222 243 465 02:00 03:00 42 53 95
0:45 18 19 37 12:45 223 260 483 03:00 04:00 51 166 217
1:00 19 11 30 13:00 189 194 383 04:00 05:00 89 259 348
1:15 12 11 23 13:15 218 241 459 05:00 06:00 236 437 673 1:30 15 14 29 13:30 209 236 445 06:00 07:00 290 805 1095 1:45 7 15 22 13:45 267 241 508 07:00 08:00 619 1623 2242 2:00 16 10 26 14:00 243 242 485 08:00 09:00 742 1564 2306 2:15 48 12 14:15 286 228 514 09:00 10:00 659 1071 1730
2:30 10 14 24 14:30 277 237 514 10:00 11:00 698 899 1597 2:45 12 21 33 14:45 313 289 602 11:00 12:00 822 786 1608 3:00 11 35 46 15:00 331 302 633 12:00 13:00 889 915 1804 3:15 8 20 28 15:15 293 312 605 13:00 14:00 883 912 1795 3:30 15 62 77 15:30 360 264 624 14:00 15:00 1119 996 2115 3:45 17 49 66 15:45 369 259 628 15:00 16:00 1353 1137 2490 4:00 18 58 76 16:00 347 254 601 16:00 17:00 1470 1046 2516 4:15 18 54 72 16:15 353 268 621 17:00 18:00 1486 860 2346 4:30 21 69 90 16:30 374 260 634 18:00 19:00 942 631 1573 4:45 32 78 110 16:45 396 264 660 19:00 20:00 685 508 1193 5:00 39 63 102 17:00 415 221 636 20:00 21:00 454 356 810 5:15 50 118 168 17:15 402 267 669 21:00 22:00 332 247 579 5:30 70 111 181 17:30 369 177 546 22:00 23:00 235 179 414 5:45 77 145 222 17:45 300 195 495 23:00 00:00 125 99 224 6:00 64 174 238 18:00 291 160 451
6:15 45 151 196 18:15 204 167 371 NB SB EB WB TOTAL
6:30 80 207 287 18:30 224 147 371 00:00 to 12:00
6:45 101 273 374 18:45 223 157 380 4377 7778 12155
7:00 113 329 442 19:00 187 136 323 11:00 7:30 7:30
7:15 148 378 526 19:15 175 128 303 822 1765 2546
7:30 162 463 625 19:30 174 138 312 0.951 0.953 0.975
7:45 196 453 649 19:45 149 106 255
8:00 199 420 619 20:00 138 82 220 12:00 to 00:00
8:15 224 429 653 20:15 106 101 207 9973 7886 17859
8:30 175 369 544 20:30 109 100 209 16:30 14:45 16:30
8:45 144 346 490 20:45 101 73 174 1587 1167 2599
9:00 162 304 466 21:00 100 79 179 0.956 0.935 0.971
9:15 162 265 427 21:15 69 61 130
9:30 168 231 399 21:30 80 59 139 07:00 to 09:00
9:45 167 271 438 21:45 83 48 131 1361 3187 4548
10:00 181 204 385 22:00 72 49 121 7:45 7:30 7:30
10:15 172 227 399 22:15 50 41 91 794 1765 2546
10:30 145 227 372 22:30 59 50 109 0.886 0.953 0.975
10:45 200 241 441 22:45 54 39 93
11:00 195 177 372 23:00 38 40 78 16:00 to 18:00
11:15 216 192 408 23:15 31 24 55 2956 1906 4862
11:30 196 210 406 23:30 29 18 47 16:30 16:00 16:30
11:45 215 207 422 23:45 27 17 44 1587 1046 2599
TOTALS 0 0 4377 7778 12155 TOTALS 0 0 9973 7886 17859 0.956 0.976 0.971 SPLIT % 0% 0% 36% 64% 40% SPLIT % 0% 0% 56% 44% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Scenic Dr Bet Coffee Rd & Oakdale Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 249 -
Street: Scenic Drive
Limits: Lakewood Avenue to Lillian Drive
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 104
85th Percentile (mph) 46
10 mph Pace 38-47
Percent in Pace 85%
Average Daily Traffic (ADT) 12,320
Length of Segment (mi.) 0.40
Street Classification Major Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 8
Accident Rate (Acc/MVM) 1.48
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house) land uses present along segment.
An undivided 2-lane major collector. Double yellow line serves as median. Concrete sidewalks present on both sides. Bike Facility present on both sides. Side street stop control at remaining intersections. EB left turn lane pocket present at approach to Lillian Drive. No marked crosswalks present. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 46 --> 45
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 250 -
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
29 30
31 32
33 34
35 36
37 1
38 2
39 5
40 8
41 4
42 4
43 5
44 7
45 6
46 4
47 2
48 1
49 2
50 1
51 1
52 1
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 54 37 - 52 43 mph 46 mph 38 - 47 47 87% 1% / 1 12% / 6
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Eastbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
0 2 4 6 810
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
#5..
- 251 -
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
29 30
31 32
33 34
35 1
36 1
37 3
38 3
39 7
40 4
41 5
42 8
43 3
44 4
45 3
46 1
47 3
48 3
49 1
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 50 35 - 49 42 mph 46 mph 36 - 45 41 82% 2% / 1 16% / 8
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Westbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
0 2 4 6 810
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
#5..
- 252 -
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
29 30
31 32
33 34
35 1
36 1
37 4
38 5
39 12
40 12
41 9
42 12
43 8
44 11
45 9
46 5
47 5
48 4
49 3
50 1
51 1
52 1
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 35 - 52 42 mph 46 mph 38 - 47 88 85% 5% / 6 10% / 10
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Eastbound & Westbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
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
#5..
- 253 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_016
NB SB EB WB Total
0 0 5,892 6,428 12,320
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 7 12 19 12:00 99 82 181 00:00 01:00 25 34 59
0:15 75 12 12:15 81 86 167 01:00 02:00 18 13 31
0:30 68 14 12:30 76 75 151 02:00 03:00 21 26 47
0:45 59 14 12:45 82 91 173 03:00 04:00 23 62 85
1:00 32 5 13:00 86 90 176 04:00 05:00 42 84 126
1:15 73 10 13:15 75 68 143 05:00 06:00 130 184 314
1:30 55 10 13:30 110 98 208 06:00 07:00 154 313 467
1:45 33 6 13:45 95 77 172 07:00 08:00 335 771 1106
2:00 88 16 14:00 95 96 191 08:00 09:00 355 695 1050
2:15 32 5 14:15 96 91 187 09:00 10:00 253 389 642
2:30 56 11 14:30 88 92 180 10:00 11:00 265 323 588
2:45 5 10 15 14:45 119 116 235 11:00 12:00 313 298 611
3:00 4 11 15 15:00 114 89 203 12:00 13:00 338 334 672
3:15 4 12 16 15:15 133 132 265 13:00 14:00 366 333 699
3:30 8 16 24 15:30 148 159 307 14:00 15:00 398 395 793
3:45 7 23 30 15:45 149 135 284 15:00 16:00 544 515 1059 4:00 6 11 17 16:00 147 122 269 16:00 17:00 587 455 1042 4:15 6 17 23 16:15 140 100 240 17:00 18:00 599 370 969
4:30 16 26 42 16:30 161 126 287 18:00 19:00 367 295 662 4:45 14 30 44 16:45 139 107 246 19:00 20:00 276 188 464 5:00 22 22 44 17:00 151 104 255 20:00 21:00 188 163 351 5:15 25 42 67 17:15 178 76 254 21:00 22:00 146 89 235
5:30 43 56 99 17:30 137 99 236 22:00 23:00 97 58 155
5:45 40 64 104 17:45 133 91 224 23:00 00:00 52 41 93
6:00 28 48 76 18:00 94 74 168
6:15 36 57 93 18:15 89 79 168 NB SB EB WB TOTAL
6:30 48 100 148 18:30 98 68 166 00:00 to 12:00
6:45 42 108 150 18:45 86 74 160 1934 3192 5126
7:00 55 115 170 19:00 74 55 129 7:30 7:30 7:30
7:15 75 160 235 19:15 68 49 117 422 910 1332
7:30 91 274 365 19:30 69 45 114 0.917 0.830 0.912
7:45 114 222 336 19:45 65 39 104
8:00 115 201 316 20:00 54 52 106 12:00 to 00:00
8:15 102 213 315 20:15 48 39 87 3958 3236 7194
8:30 77 170 247 20:30 55 46 101 16:30 15:15 15:15
8:45 61 111 172 20:45 31 26 57 629 548 1125
9:00 61 112 173 21:00 39 29 68 0.883 0.862 0.916
9:15 64 100 164 21:15 31 16 47
9:30 70 78 148 21:30 36 15 51 07:00 to 09:00
9:45 58 99 157 21:45 40 29 69 690 1466 2156
10:00 75 62 137 22:00 24 14 38 7:30 7:30 7:30
10:15 57 82 139 22:15 25 10 35 422 910 1332
10:30 63 100 163 22:30 24 17 41 0.917 0.830 0.912
10:45 70 79 149 22:45 24 17 41
11:00 72 75 147 23:00 20 16 36 16:00 to 18:00
11:15 82 81 163 23:15 13 8 21 1186 825 2011
11:30 79 72 151 23:30 12 8 20 16:30 16:00 16:00
11:45 80 70 150 23:45 79 16 629 455 1042
TOTALS 0 0 1934 3192 5126 TOTALS 0 0 3958 3236 7194 0.883 0.903 0.908 SPLIT % 0% 0% 38% 62% 42% SPLIT % 0% 0% 55% 45% 58%
Volume
Prepared by National Data & Surveying Services
VOLUME
Scenic Dr Bet Lakewood Ave & Lillian Dr
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 254 -
Street: Scenic Drive
Limits: Lillian Drive to Claus Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 102
85th Percentile (mph) 46
10 mph Pace 38-47
Percent in Pace 96%
Average Daily Traffic (ADT) 11,262
Length of Segment (mi.) 0.61
Street Classification Major Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 11
Accident Rate (Acc/MVM) 1.46
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house) and open space (park, agriculture, vacant) land uses.
An undivided 2-lane major collector. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at Claus Road. Side street stop control at remaining intersections. EB and WB Left turn pockets present at intersections throught the segment. Crosswalk present at intersection with Claus Road. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 46 --> 45
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 255 -
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
29 30
31 32
33 34
35 36
37 38 2
39 3
40 5
41 3
42 5
43 3
44 8
45 8
46 3
47 8
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 50 38 - 48 44 mph 47 mph 38 - 47 48 96% 0% / 0 4% / 2
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Eastbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
0 2 4 6 810
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
#5..
- 256 -
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
29 30
31 32
33 34
35 36
37 2
38 5
39 3
40 4
41 7
42 3
43 10
44 7
45 3
46 5
47 3
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 52 37 - 47 43 mph 46 mph 38 - 47 50 96% 3% / 2 0% / 0
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Westbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
0 2 4 6 810 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
#5..
- 257 -
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
29 30
31 32
33 34
35 36
37 2
38 7
39 6
40 9
41 10
42 8
43 13
44 15
45 11
46 8
47 11
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 37 - 48 43 mph 46 mph 38 - 47 98 96% 1% / 2 2% / 2
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
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
#5..
- 258 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_017
NB SB EB WB Total
0 0 5,488 5,774 11,262
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 8 12 20 12:00 95 74 169 00:00 01:00 25 29 54
0:15 84 12 12:15 80 73 153 01:00 02:00 17 13 30
0:30 54 9 12:30 75 67 142 02:00 03:00 16 22 38
0:45 49 13 12:45 71 100 171 03:00 04:00 25 48 73
1:00 30 3 13:00 77 80 157 04:00 05:00 45 65 110
1:15 75 12 13:15 70 59 129 05:00 06:00 128 141 269
1:30 44 8 13:30 97 86 183 06:00 07:00 173 262 435
1:45 34 7 13:45 79 66 145 07:00 08:00 371 668 1039
2:00 67 13 14:00 99 89 188 08:00 09:00 364 627 991
2:15 53 8 14:15 84 83 167 09:00 10:00 223 331 554
2:30 35 8 14:30 85 84 169 10:00 11:00 247 275 522
2:45 27 9 14:45 105 104 209 11:00 12:00 282 272 554
3:00 4 10 14 15:00 118 84 202 12:00 13:00 321 314 635
3:15 68 14 15:15 118 125 243 13:00 14:00 323 291 614
3:30 7 12 19 15:30 125 168 293 14:00 15:00 373 360 733
3:45 8 18 26 15:45 132 129 261 15:00 16:00 493 506 999
4:00 58 13 16:00 140 116 256 16:00 17:00 539 417 956
4:15 10 16 26 16:15 122 87 209 17:00 18:00 525 351 876
4:30 12 21 33 16:30 148 111 259 18:00 19:00 316 259 575 4:45 18 20 38 16:45 129 103 232 19:00 20:00 262 183 445 5:00 21 14 35 17:00 125 98 223 20:00 21:00 155 150 305
5:15 24 35 59 17:15 152 78 230 21:00 22:00 123 86 209
5:30 45 44 89 17:30 121 89 210 22:00 23:00 92 60 152
5:45 38 48 86 17:45 127 86 213 23:00 00:00 50 44 94
6:00 29 38 67 18:00 91 72 163
6:15 32 50 82 18:15 69 70 139 NB SB EB WB TOTAL
6:30 56 100 156 18:30 83 59 142 00:00 to 12:00
6:45 56 74 130 18:45 73 58 131 1916 2753 4669
7:00 57 102 159 19:00 72 52 124 7:30 7:30 7:30
7:15 90 144 234 19:15 63 43 106 458 804 1262
7:30 108 226 334 19:30 58 49 107 0.874 0.889 0.945
7:45 116 196 312 19:45 69 39 108
8:00 131 191 322 20:00 42 46 88 12:00 to 00:00
8:15 103 191 294 20:15 38 34 72 3572 3021 6593
8:30 74 143 217 20:30 47 41 88 16:30 15:15 15:15
8:45 56 102 158 20:45 28 29 57 554 538 1053
9:00 56 93 149 21:00 30 26 56 0.911 0.801 0.898
9:15 51 82 133 21:15 31 18 49
9:30 67 71 138 21:30 31 20 51 07:00 to 09:00
9:45 49 85 134 21:45 31 22 53 735 1295 2030
10:00 73 46 119 22:00 30 17 47 7:30 7:30 7:30
10:15 50 75 125 22:15 21 11 32 458 804 1262
10:30 58 88 146 22:30 21 18 39 0.874 0.889 0.945
10:45 66 66 132 22:45 20 14 34
11:00 69 78 147 23:00 21 17 38 16:00 to 18:00
11:15 72 72 144 23:15 11 12 23 1064 768 1832
11:30 68 57 125 23:30 11 7 18 16:30 16:00 16:00
11:45 73 65 138 23:45 78 15 554 417 956
TOTALS 0 0 1916 2753 4669 TOTALS 0 0 3572 3021 6593 0.911 0.899 0.923 SPLIT % 0% 0% 41% 59% 41% SPLIT % 0% 0% 54% 46% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Scenic Dr Bet Lillian Dr & Claus Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 259 -
Street: Scenic Drive
Limits: Burney Street to Coffee Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 143
85th Percentile (mph) 44
10 mph Pace 35-44
Percent in Pace 83%
Average Daily Traffic (ADT) 32,158
Length of Segment (mi.) 0.78
Street Classification Major Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 42
Accident Rate (Acc/MVM) 1.53
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial, Residential (single-family house) and open space (agriculture, vacant) land uses.
An undivided 4-lane major collector. TWLTL serves as median Concrete sidewalks present on both sides. No bike facilities present.
Signal present at intersection with Coffee Road, and Bodem Street. Side street stop control at remaining intersections. EB and WB Left turn pockets present at intersections throught the segment. No marked crosswalks present. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 44 --> 45
§22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 260 -
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
29 30
31 1
32 2
33 34 1
35 5
36 4
37 5
38 4
39 8
40 10
41 7
42 6
43 7
44 4
45 3
46 3
47 48 1
49 50 1
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 31 - 50 40 mph 44 mph 35 - 44 60 83% 5% / 4 12% / 8
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Eastbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
0 2 4 6 810 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
#5..
- 261 -
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
29 30 1
31 32 1
33 2
34 1
35 6
36 5
37 7
38 8
39 8
40 5
41 7
42 6
43 3
44 4
45 3
46 2
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 71 30 - 48 39 mph 44 mph 35 - 44 59 83% 7% / 5 10% / 7
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Westbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
0 2 4 6 810
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
#5..
- 262 -
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
29 30 1
31 1
32 3
33 2
34 2
35 11
36 9
37 12
38 12
39 16
40 15
41 14
42 12
43 10
44 8
45 6
46 5
47 1
48 2
49 50 1
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 143 30 - 50 40 mph 44 mph 35 - 44 119 83% 6% / 9 11% / 15
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
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
#5..
- 263 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_018
NB SB EB WB Total
0 0 14,665 17,493 32,158
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 21 44 12:00 237 247 484 00:00 01:00 80 76 156
0:15 24 20 44 12:15 212 258 470 01:00 02:00 49 53 102
0:30 17 14 31 12:30 227 292 519 02:00 03:00 45 78 123
0:45 16 21 37 12:45 248 269 517 03:00 04:00 55 207 262
1:00 14 16 30 13:00 187 247 434 04:00 05:00 95 313 408
1:15 13 10 23 13:15 222 225 447 05:00 06:00 264 537 801 1:30 15 16 31 13:30 228 262 490 06:00 07:00 440 903 1343 1:45 7 11 18 13:45 252 220 472 07:00 08:00 854 1554 2408 2:00 12 14 26 14:00 243 262 505 08:00 09:00 993 1484 2477 2:15 8 15 23 14:15 259 250 509 09:00 10:00 691 1083 1774 2:30 10 22 32 14:30 302 292 594 10:00 11:00 685 991 1676 2:45 15 27 42 14:45 307 334 641 11:00 12:00 767 946 1713 3:00 11 35 46 15:00 318 320 638 12:00 13:00 924 1066 1990 3:15 12 33 45 15:15 358 314 672 13:00 14:00 889 954 1843 3:30 11 65 76 15:30 317 375 692 14:00 15:00 1111 1138 2249 3:45 21 74 95 15:45 341 328 669 15:00 16:00 1334 1337 2671 4:00 13 69 82 16:00 346 329 675 16:00 17:00 1398 1309 2707 4:15 17 63 80 16:15 345 320 665 17:00 18:00 1439 1123 2562 4:30 29 86 115 16:30 340 344 684 18:00 19:00 895 699 1594 4:45 36 95 131 16:45 367 316 683 19:00 20:00 560 602 1162 5:00 40 79 119 17:00 389 352 741 20:00 21:00 426 396 822 5:15 59 134 193 17:15 413 283 696 21:00 22:00 326 294 620 5:30 79 140 219 17:30 354 243 597 22:00 23:00 215 215 430 5:45 86 184 270 17:45 283 245 528 23:00 00:00 130 135 265 6:00 79 184 263 18:00 255 173 428
6:15 107 183 290 18:15 228 196 424 NB SB EB WB TOTAL
6:30 121 217 338 18:30 214 172 386 00:00 to 12:00
6:45 133 319 452 18:45 198 158 356 5018 8225 13243
7:00 165 325 490 19:00 158 169 327 7:30 7:15 7:30
7:15 208 427 635 19:15 140 156 296 1091 1607 2682
7:30 203 386 589 19:30 127 144 271 0.880 0.941 0.943
7:45 278 416 694 19:45 135 133 268
8:00 310 378 688 20:00 108 99 207 12:00 to 00:00
8:15 300 411 711 20:15 100 117 217 9647 9268 18915
8:30 194 380 574 20:30 111 92 203 16:45 15:30 16:30
8:45 189 315 504 20:45 107 88 195 1523 1352 2804
9:00 154 272 426 21:00 89 73 162 0.922 0.901 0.946
9:15 180 280 460 21:15 77 94 171
9:30 192 262 454 21:30 81 66 147 07:00 to 09:00
9:45 165 269 434 21:45 79 61 140 1847 3038 4885
10:00 178 251 429 22:00 72 57 129 7:30 7:15 7:30
10:15 174 230 404 22:15 44 46 90 1091 1607 2682
10:30 154 250 404 22:30 56 63 119 0.880 0.941 0.943
10:45 179 260 439 22:45 43 49 92
11:00 192 211 403 23:00 38 47 85 16:00 to 18:00
11:15 201 228 429 23:15 30 38 68 2837 2432 5269
11:30 170 255 425 23:30 34 26 60 16:45 16:15 16:30
11:45 204 252 456 23:45 28 24 52 1523 1332 2804
TOTALS 0 0 5018 8225 13243 TOTALS 0 0 9647 9268 18915 0.922 0.946 0.946 SPLIT % 0% 0% 38% 62% 41% SPLIT % 0% 0% 51% 49% 59%
Volume
Prepared by National Data & Surveying Services
VOLUME
Scenic Dr Bet Burney St & Coffee Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 264 -
Street: Tully Road
Limits: Standiford Avenue to Briggsmore Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 30
# Speed Data Collected 121
85th Percentile (mph) 41
10 mph Pace 32-41
Percent in Pace 88%
Average Daily Traffic (ADT) 24,216
Length of Segment (mi.) 1.30
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 52
Accident Rate (Acc/MVM) 1.51
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial, and Residential (single-family house) land uses.
An undivided 4-lane minor arterial. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at intersection with Standiford Avenue, Briggsmore Avenue, Woodrow Avenue, Rumble Road, Mount Vernon Drive, and Bowen Avenue. Side street stop control at remaining intersections. NB and SB left turn pockets present at every intersection throughout the segment. Marked crosswalks present at Briggsmore Avenue, Bowen Avenue, Rumble Road, and Standifrod Avenue. On-street parking present on both sides. School zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 41 --> 40
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 265 -
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 22
23 24
25 26
27 28
29 30 1
31 2
32 1
33 2
34 5
35 3
36 8
37 7
38 5
39 8
40 5
41 6
42 2
43 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 57 30 - 46 37 mph 41 mph 33 - 42 51 89% 7% / 4 4% / 2
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Northbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
0 2 4 6 810
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
#5..
- 266 -
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 22
23 24
25 26
27 28
29 30
31 32 3
33 2
34 5
35 7
36 8
37 10
38 8
39 7
40 3
41 4
42 1
43 2
44 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 64 32 - 48 37 mph 41 mph 32 - 41 57 89% 0% / 0 11% / 7
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Southbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
0 2 4 6 810 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
#5..
- 267 -
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 22
23 24
25 26
27 28
29 30 1
31 2
32 4
33 4
34 10
35 10
36 16
37 17
38 13
39 15
40 8
41 10
42 3
43 2
44 1
45 1
46 3
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 121 30 - 48 37 mph 41 mph 32 - 41 107 88% 2% / 3 10% / 11
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
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
#5..
- 268 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_019
NB SB EB WB Total
12,573 11,643 0 0 24,216
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 17 30 12:00 206 192 398 00:00 01:00 49 67 116
0:15 19 30 49 12:15 189 180 369 01:00 02:00 37 40 77
0:30 10 13 23 12:30 192 187 379 02:00 03:00 29 37 66
0:45 77 14 12:45 204 186 390 03:00 04:00 36 43 79
1:00 11 11 22 13:00 177 190 367 04:00 05:00 87 97 184
1:15 8 10 18 13:15 223 174 397 05:00 06:00 210 206 416
1:30 11 6 17 13:30 203 159 362 06:00 07:00 411 347 758
1:45 7 13 20 13:45 247 200 447 07:00 08:00 880 787 1667 2:00 87 15 14:00 266 161 427 08:00 09:00 950 964 1914
2:15 97 16 14:15 280 252 532 09:00 10:00 612 646 1258
2:30 6 10 16 14:30 233 213 446 10:00 11:00 644 625 1269 2:45 6 13 19 14:45 248 183 431 11:00 12:00 726 628 1354 3:00 58 13 15:00 232 262 494 12:00 13:00 791 745 1536
3:15 97 16 15:15 227 198 425 13:00 14:00 850 723 1573
3:30 10 19 29 15:30 206 275 481 14:00 15:00 1027 809 1836 3:45 12 9 21 15:45 242 202 444 15:00 16:00 907 937 1844 4:00 11 12 23 16:00 236 232 468 16:00 17:00 1021 952 1973 4:15 23 17 40 16:15 267 218 485 17:00 18:00 1034 944 1978 4:30 18 30 48 16:30 245 273 518 18:00 19:00 738 681 1419 4:45 35 38 73 16:45 273 229 502 19:00 20:00 543 503 1046 5:00 24 31 55 17:00 277 274 551 20:00 21:00 417 357 774 5:15 46 30 76 17:15 288 247 535 21:00 22:00 279 240 519 5:30 55 70 125 17:30 258 223 481 22:00 23:00 180 165 345 5:45 85 75 160 17:45 211 200 411 23:00 00:00 115 100 215 6:00 71 57 128 18:00 226 201 427
6:15 82 77 159 18:15 187 167 354 NB SB EB WB TOTAL
6:30 104 98 202 18:30 145 177 322 00:00 to 12:00
6:45 154 115 269 18:45 180 136 316 4671 4487 9158
7:00 166 126 292 19:00 154 141 295 7:30 7:30 7:30
7:15 207 174 381 19:15 143 129 272 1086 1015 2101
7:30 252 254 506 19:30 119 118 237 0.923 0.958 0.940
7:45 255 233 488 19:45 127 115 242
8:00 285 263 548 20:00 106 90 196 12:00 to 00:00
8:15 294 265 559 20:15 112 99 211 7902 7156 15058
8:30 164 241 405 20:30 110 88 198 16:45 16:30 16:30
8:45 207 195 402 20:45 89 80 169 1096 1023 2106
9:00 146 172 318 21:00 82 72 154 0.951 0.933 0.956
9:15 140 165 305 21:15 65 66 131
9:30 144 138 282 21:30 61 49 110 07:00 to 09:00
9:45 182 171 353 21:45 71 53 124 1830 1751 3581
10:00 144 155 299 22:00 58 44 102 7:30 7:30 7:30
10:15 152 132 284 22:15 44 68 112 1086 1015 2101
10:30 169 152 321 22:30 42 31 73 0.923 0.958 0.940
10:45 179 186 365 22:45 36 22 58
11:00 195 149 344 23:00 31 46 77 16:00 to 18:00
11:15 178 169 347 23:15 33 26 59 2055 1896 3951
11:30 179 150 329 23:30 27 17 44 16:45 16:30 16:30
11:45 174 160 334 23:45 24 11 35 1096 1023 2106
TOTALS 4671 4487 0 0 9158 TOTALS 7902 7156 0 0 15058 0.951 0.933 0.956 SPLIT % 51% 49% 0% 0% 38% SPLIT % 52% 48% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Tully Rd Bet Standiford Ave & Briggsmore Ave
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 269 -
19 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 270 -
Street: Tully Road
Limits: Briggsmore Avenue to Coldwell Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 132
85th Percentile (mph) 41
10 mph Pace 31-40
Percent in Pace 70%
Average Daily Traffic (ADT) 14,258
Length of Segment (mi.) 1.19
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 45
Accident Rate (Acc/MVM) 2.42
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial, Municipal (School), Residential (single-family house) and open space land uses.
An undivided 4-lane minor arterial. Double yellow line serves as median. Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at intersection with Briggsmore Avenue, Coldwell Avenue, Orangeburg Avene, Granger Avenue, Roseburg Avenue. Side street stop control at remaining intersections. NB and SB left turn pockets present at every intersection throughout the segment. Marked crosswalks present at intersections with Briggsmore Avenue, Coldwell Avenue, Orangeburg Avene, Granger Avenue, Roseburg Avenue. No on-street parking present. School zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 41 --> 40
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 271 -
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 27 1
28 1
29 6
30 31 4
32 3
33 6
34 3
35 4
36 7
37 5
38 6
39 6
40 4
41 4
42 3
43 2
44 3
45 1
46 47 1
48 49 1
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 25 - 49 36 mph 42 mph 31 - 40 48 67% 12% / 9 21% / 15
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Northbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
02468
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
#5..
- 272 -
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
27 28 1
29 3
30 3
31 5
32 4
33 5
34 4
35 5
36 3
37 3
38 5
39 4
40 6
41 3
42 4
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 60 28 - 44 35 mph 40 mph 31 - 40 44 73% 11% / 7 15% / 9
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
02468
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
#5..
- 273 -
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 27 1
28 2
29 9
30 3
31 9
32 7
33 11
34 7
35 9
36 10
37 8
38 11
39 10
40 10
41 7
42 7
43 3
44 4
45 1
46 47 1
48 49 1
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 132 25 - 49 36 mph 41 mph 31 - 40 92 70% 12% / 16 19% / 24
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
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
#5..
- 274 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_020
NB SB EB WB Total
6,811 7,447 0 0 14,258
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 13 26 12:00 84 79 163 00:00 01:00 29 29 58
0:15 55 10 12:15 97 103 200 01:00 02:00 18 30 48
0:30 65 11 12:30 94 87 181 02:00 03:00 12 22 34
0:45 56 11 12:45 125 84 209 03:00 04:00 13 28 41
1:00 10 5 15 13:00 98 86 184 04:00 05:00 36 68 104
1:15 47 11 13:15 81 100 181 05:00 06:00 97 211 308
1:30 17 8 13:30 105 96 201 06:00 07:00 198 306 504
1:45 3 11 14 13:45 97 109 206 07:00 08:00 457 654 1111
2:00 35 8 14:00 95 98 193 08:00 09:00 513 607 1120
2:15 23 5 14:15 107 109 216 09:00 10:00 280 340 620
2:30 09 9 14:30 83 82 165 10:00 11:00 321 323 644
2:45 75 12 14:45 116 122 238 11:00 12:00 401 391 792
3:00 13 4 15:00 139 118 257 12:00 13:00 400 353 753
3:15 46 10 15:15 132 109 241 13:00 14:00 381 391 772
3:30 39 12 15:30 129 149 278 14:00 15:00 401 411 812
3:45 5 10 15 15:45 149 121 270 15:00 16:00 549 497 1046 4:00 77 14 16:00 142 166 308 16:00 17:00 684 703 1387
4:15 9 12 21 16:15 174 171 345 17:00 18:00 777 770 1547 4:30 7 11 18 16:30 173 181 354 18:00 19:00 442 496 938
4:45 13 38 51 16:45 195 185 380 19:00 20:00 320 295 615 5:00 17 29 46 17:00 179 189 368 20:00 21:00 216 208 424 5:15 21 37 58 17:15 214 229 443 21:00 22:00 129 149 278 5:30 22 58 80 17:30 203 201 404 22:00 23:00 97 116 213
5:45 37 87 124 17:45 181 151 332 23:00 00:00 40 49 89
6:00 48 40 88 18:00 135 147 282
6:15 44 71 115 18:15 115 126 241 NB SB EB WB TOTAL
6:30 49 77 126 18:30 104 127 231 00:00 to 12:00
6:45 57 118 175 18:45 88 96 184 2375 3009 5384
7:00 80 98 178 19:00 97 80 177 7:30 7:30 7:30
7:15 99 148 247 19:15 80 82 162 611 817 1428
7:30 133 182 315 19:30 72 69 141 0.883 0.904 0.908
7:45 145 226 371 19:45 71 64 135
8:00 173 220 393 20:00 63 72 135 12:00 to 00:00
8:15 160 189 349 20:15 69 55 124 4436 4438 8874
8:30 96 114 210 20:30 40 35 75 16:45 16:45 16:45
8:45 84 84 168 20:45 44 46 90 791 804 1595
9:00 80 97 177 21:00 47 40 87 0.924 0.878 0.900
9:15 66 82 148 21:15 32 30 62
9:30 64 78 142 21:30 22 45 67 07:00 to 09:00
9:45 70 83 153 21:45 28 34 62 970 1261 2231
10:00 84 63 147 22:00 25 37 62 7:30 7:30 7:30
10:15 69 71 140 22:15 26 24 50 611 817 1428
10:30 80 84 164 22:30 28 26 54 0.883 0.904 0.908
10:45 88 105 193 22:45 18 29 47
11:00 92 106 198 23:00 14 18 32 16:00 to 18:00
11:15 112 91 203 23:15 14 11 25 1461 1473 2934
11:30 80 91 171 23:30 4 12 16 16:45 16:45 16:45
11:45 117 103 220 23:45 88 16 791 804 1595
TOTALS 2375 3009 0 0 5384 TOTALS 4436 4438 0 0 8874 0.924 0.878 0.900 SPLIT % 44% 56% 0% 0% 38% SPLIT % 50% 50% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Tully Rd Bet Briggsmore Ave & Coldwell Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 275 -
Street: La Loma Avenue
Limits: Burney Street to Yosemite Boulevard
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 30
# Speed Data Collected 145
85th Percentile (mph) 36
10 mph Pace 29-38
Percent in Pace 83%
Average Daily Traffic (ADT) 8,405
Length of Segment (mi.) 1.06
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 15
Accident Rate (Acc/MVM) 1.54
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (business park), residential (single-family house, multi-family house) and open space (park, vacant) land uses.
An undivided 2-lane minor collector. Double yellow line serves as median. Concrete sidewalks present on both sides. No bike facilities present. Signals present at intersections with Yosemite Boulevard. Roundabout turning present at intersection with Santa ana Avenue and Haddon Avenue, Buena Vista, and James street and G street. Side street stop control at remaining intersections.
Marked crosswalks present at most intersections. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 36 --> 35
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 276 -
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
23 24
25 1
26 3
27 28
29 2
30 7
31 4
32 7
33 10
34 11
35 8
36 8
37 4
38 3
39 2
40 3
41 1
42 2
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 76 25 - 42 34 mph 37 mph 29 - 38 64 84% 5% / 4 11% / 8
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Eastbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
0 2 4 6 810 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
#5..
- 277 -
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
23 1
24 25 2
26 2
27 4
28 2
29 2
30 7
31 8
32 9
33 10
34 5
35 6
36 5
37 4
38 1
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 69 23 - 39 32 mph 36 mph 27 - 36 58 84% 7% / 5 9% / 6
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Westbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
0 2 4 6 810 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
#5..
- 278 -
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
23 1
24 25 3
26 5
27 4
28 2
29 4
30 14
31 12
32 16
33 20
34 16
35 14
36 13
37 8
38 4
39 3
40 3
41 1
42 2
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 145 23 - 42 33 mph 36 mph 29 - 38 121 83% 10% / 15 7% / 9
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Eastbound & Westbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
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
#5..
- 279 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_021
NB SB EB WB Total
0 0 4,053 4,352 8,405
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 6 12 18 12:00 46 56 102 00:00 01:00 38 36 74
0:15 89 17 12:15 67 63 130 01:00 02:00 20 15 35
0:30 95 14 12:30 70 63 133 02:00 03:00 16 22 38
0:45 15 10 25 12:45 57 53 110 03:00 04:00 31 42 73
1:00 10 5 15 13:00 65 60 125 04:00 05:00 46 84 130
1:15 55 10 13:15 65 55 120 05:00 06:00 54 113 167
1:30 15 6 13:30 60 77 137 06:00 07:00 102 232 334
1:45 40 4 13:45 63 65 128 07:00 08:00 151 367 518
2:00 24 6 14:00 64 70 134 08:00 09:00 251 386 637
2:15 54 9 14:15 69 45 114 09:00 10:00 187 280 467
2:30 75 12 14:30 95 75 170 10:00 11:00 204 222 426
2:45 29 11 14:45 81 76 157 11:00 12:00 204 244 448
3:00 56 11 15:00 80 78 158 12:00 13:00 240 235 475
3:15 9 10 19 15:15 86 88 174 13:00 14:00 253 257 510
3:30 6 13 19 15:30 85 91 176 14:00 15:00 309 266 575
3:45 11 13 24 15:45 97 84 181 15:00 16:00 348 341 689
4:00 5 14 19 16:00 75 91 166 16:00 17:00 373 307 680
4:15 6 18 24 16:15 79 76 155 17:00 18:00 421 281 702
4:30 15 23 38 16:30 109 69 178 18:00 19:00 228 177 405
4:45 20 29 49 16:45 110 71 181 19:00 20:00 204 139 343
5:00 6 11 17 17:00 98 80 178 20:00 21:00 140 110 250
5:15 9 21 30 17:15 134 64 198 21:00 22:00 99 87 186
5:30 18 37 55 17:30 90 72 162 22:00 23:00 84 61 145
5:45 21 44 65 17:45 99 65 164 23:00 00:00 50 48 98
6:00 16 48 64 18:00 60 55 115
6:15 25 56 81 18:15 52 49 101 NB SB EB WB TOTAL
6:30 25 60 85 18:30 59 34 93 00:00 to 12:00
6:45 36 68 104 18:45 57 39 96 1304 2043 3347
7:00 16 66 82 19:00 50 33 83 7:45 7:30 7:45
7:15 34 70 104 19:15 48 34 82 254 433 680
7:30 44 97 141 19:30 53 42 95 0.804 0.808 0.890
7:45 57 134 191 19:45 53 30 83
8:00 79 104 183 20:00 41 27 68 12:00 to 00:00
8:15 61 98 159 20:15 29 22 51 2749 2309 5058
8:30 57 90 147 20:30 38 21 59 16:30 15:15 16:30
8:45 54 94 148 20:45 32 40 72 451 354 735
9:00 44 92 136 21:00 27 24 51 0.841 0.973 0.928
9:15 52 51 103 21:15 31 25 56
9:30 52 67 119 21:30 22 20 42 07:00 to 09:00
9:45 39 70 109 21:45 19 18 37 402 753 1155
10:00 38 62 100 22:00 16 21 37 7:45 7:30 7:45
10:15 42 57 99 22:15 26 10 36 254 433 680
10:30 65 46 111 22:30 27 13 40 0.804 0.808 0.890
10:45 59 57 116 22:45 15 17 32
11:00 52 73 125 23:00 21 21 42 16:00 to 18:00
11:15 52 58 110 23:15 79 16 794 588 1382
11:30 48 53 101 23:30 12 7 19 16:30 16:00 16:30
11:45 52 60 112 23:45 10 11 21 451 307 735
TOTALS 0 0 1304 2043 3347 TOTALS 0 0 2749 2309 5058 0.841 0.843 0.928 SPLIT % 0% 0% 39% 61% 40% SPLIT % 0% 0% 54% 46% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
La Loma Ave Bet Burney St & Yosemite Blvd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 280 -
Street: Lincoln Avenue
Limits: Dry Creek Drive to Yosemite Boulevard
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 115
85th Percentile (mph) 42
10 mph Pace 34-43
Percent in Pace 84%
Average Daily Traffic (ADT) 4,452
Length of Segment (mi.) 0.74
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 11
Accident Rate (Acc/MVM) 3.05
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house) and open space (park) land uses.
An undivided 2-lane minor collector. Double yellow lline and TWLTL serves as median Concrete sidewalks present on both sides. No bike facilities present. Signal present at Yosemite Boulevard. Side street stop control at remaining intersections. SB left turn lane pocket at approach to Yosemite Boulevard. Marked crosswalks at Penny lane, and Poppypatch Drive. On-street parking present on both sides. No school zone is present. Low driveway density on southerly side. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 42 --> 40
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 281 -
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
27 28
29 30
31 32
33 1
34 1
35 6
36 6
37 5
38 9
39 5
40 12
41 3
42 3
43 3
44 2
45 2
46 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 60 33 - 48 39 mph 42 mph 35 - 44 54 90% 3% / 2 7% / 4
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Northbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
0 2 4 6 810 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
#5..
- 282 -
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
27 28
29 1
30 1
31 32 4
33 1
34 4
35 5
36 3
37 3
38 8
39 5
40 4
41 5
42 4
43 3
44 2
45 46 1
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 55 29 - 48 38 mph 42 mph 34 - 43 44 80% 12% / 7 8% / 4
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Southbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
0 2 4 6 810
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
#5..
- 283 -
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
27 28
29 1
30 1
31 32 4
33 2
34 5
35 11
36 9
37 8
38 17
39 10
40 16
41 8
42 7
43 6
44 4
45 2
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 115 29 - 48 38 mph 42 mph 34 - 43 97 84% 6% / 8 9% / 10
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Northbound & Southbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
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
#5..
- 284 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_022
NB SB EB WB Total
2,188 2,264 0 0 4,452
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 16 4 20 12:00 36 23 59 00:00 01:00 37 20 57
0:15 87 15 12:15 29 26 55 01:00 02:00 14 11 25
0:30 86 14 12:30 29 37 66 02:00 03:00 12 15 27
0:45 53 8 12:45 34 34 68 03:00 04:00 12 50 62
1:00 51 6 13:00 28 30 58 04:00 05:00 27 68 95
1:15 55 10 13:15 37 42 79 05:00 06:00 25 102 127
1:30 11 2 13:30 30 39 69 06:00 07:00 74 118 192
1:45 34 7 13:45 32 32 64 07:00 08:00 103 173 276
2:00 22 4 14:00 28 31 59 08:00 09:00 114 143 257
2:15 36 9 14:15 32 33 65 09:00 10:00 85 111 196
2:30 32 5 14:30 38 37 75 10:00 11:00 78 96 174
2:45 45 9 14:45 40 30 70 11:00 12:00 99 92 191
3:00 4 11 15 15:00 34 27 61 12:00 13:00 128 120 248
3:15 27 9 15:15 52 35 87 13:00 14:00 127 143 270
3:30 3 17 20 15:30 31 44 75 14:00 15:00 138 131 269
3:45 3 15 18 15:45 51 36 87 15:00 16:00 168 142 310
4:00 3 10 13 16:00 45 44 89 16:00 17:00 176 151 327
4:15 6 23 29 16:15 45 43 88 17:00 18:00 168 118 286
4:30 7 15 22 16:30 50 24 74 18:00 19:00 148 119 267
4:45 11 20 31 16:45 36 40 76 19:00 20:00 142 114 256
5:00 6 25 31 17:00 48 32 80 20:00 21:00 135 86 221
5:15 4 20 24 17:15 37 21 58 21:00 22:00 79 70 149
5:30 9 33 42 17:30 36 32 68 22:00 23:00 63 49 112
5:45 6 24 30 17:45 47 33 80 23:00 00:00 36 22 58
6:00 13 27 40 18:00 44 34 78
6:15 20 28 48 18:15 34 25 59 NB SB EB WB TOTAL
6:30 17 26 43 18:30 31 29 60 00:00 to 12:00
6:45 24 37 61 18:45 39 31 70 680 999 1679
7:00 17 39 56 19:00 39 36 75 7:30 7:30 7:30
7:15 24 40 64 19:15 37 25 62 130 193 323
7:30 23 46 69 19:30 30 26 56 0.833 0.928 0.918
7:45 39 48 87 19:45 36 27 63
8:00 36 52 88 20:00 35 21 56 12:00 to 00:00
8:15 32 47 79 20:15 37 22 59 1508 1265 2773
8:30 23 20 43 20:30 31 24 55 15:45 15:30 15:30
8:45 23 24 47 20:45 32 19 51 191 167 339
9:00 20 31 51 21:00 25 18 43 0.936 0.949 0.952
9:15 28 25 53 21:15 24 18 42
9:30 17 31 48 21:30 22 17 39 07:00 to 09:00
9:45 20 24 44 21:45 8 17 25 217 316 533
10:00 21 19 40 22:00 25 15 40 7:30 7:30 7:30
10:15 23 28 51 22:15 11 15 26 130 193 323
10:30 16 25 41 22:30 16 12 28 0.833 0.928 0.918
10:45 18 24 42 22:45 11 7 18
11:00 25 14 39 23:00 96 15 16:00 to 18:00
11:15 23 33 56 23:15 10 8 18 344 269 613
11:30 26 23 49 23:30 92 11 16:15 16:00 16:00
11:45 25 22 47 23:45 86 14 179 151 327
TOTALS 680 999 0 0 1679 TOTALS 1508 1265 0 0 2773 0.895 0.858 0.919 SPLIT % 41% 59% 0% 0% 38% SPLIT % 54% 46% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 285 -
Street: Briggsmore Avenue
Limits: Prescott Road to Tully Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 45
# Speed Data Collected 100
85th Percentile (mph) 49
10 mph Pace 41-50
Percent in Pace 89%
Average Daily Traffic (ADT) 34,056
Length of Segment (mi.) 1.05
Street Classification Expressway
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 38
Accident Rate (Acc/MVM) 0.97
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (gas station, restaurant), industrial (self-storage, factory), and residential (single-family house) land uses.
A divided 4-lane expressway. Raised median serves as median. Concrete sidewalks present on both sides. Bike Facility present on both sides. Signals present at Tully Road, Carver Road, and Prescott Road. Side street stop control at remaining intersections. WB and EB left-turn and right-turn lane pockets at intersections approaches along segment. Marked crosswalks present at almost all intersections. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 49 --> 50
§22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 45
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 286 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38 1
39 2
40 1
41 3
42 5
43 2
44 5
45 7
46 2
47 6
48 8
49 6
50 1
51 52 1
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 50 38 - 52 45 mph 49 mph 40 - 49 45 90% 6% / 3 4% / 2
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Eastbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
0 2 4 6 810
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
#5..
- 287 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38
39 40
41 2
42 3
43 1
44 7
45 6
46 5
47 3
48 5
49 7
50 5
51 2
52 3
53 1
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 50 41 - 53 47 mph 50 mph 41 - 50 44 88% 0% / 0 12% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Westbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
02468
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
#5..
- 288 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 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
33 34
35 36
37 38 1
39 2
40 1
41 5
42 8
43 3
44 12
45 13
46 7
47 9
48 13
49 13
50 6
51 2
52 4
53 1
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 38 - 53 46 mph 49 mph 41 - 50 89 89% 4% / 4 7% / 7
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
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
#5..
- 289 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_023
NB SB EB WB Total
0 0 17,010 17,046 34,056
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 43 29 72 12:00 299 268 567 00:00 01:00 146 99 245
0:15 36 22 58 12:15 256 291 547 01:00 02:00 98 72 170
0:30 36 31 67 12:30 289 286 575 02:00 03:00 88 129 217
0:45 31 17 48 12:45 338 254 592 03:00 04:00 98 272 370
1:00 27 16 43 13:00 246 317 563 04:00 05:00 148 457 605 1:15 20 20 40 13:15 303 290 593 05:00 06:00 336 547 883 1:30 29 13 42 13:30 340 300 640 06:00 07:00 610 663 1273 1:45 22 23 45 13:45 322 257 579 07:00 08:00 1036 1052 2088 2:00 16 22 38 14:00 314 290 604 08:00 09:00 1186 1127 2313 2:15 24 27 51 14:15 275 280 555 09:00 10:00 1101 952 2053 2:30 29 30 59 14:30 300 323 623 10:00 11:00 1095 1016 2111 2:45 19 50 69 14:45 230 262 492 11:00 12:00 1125 1138 2263 3:00 17 49 66 15:00 229 244 473 12:00 13:00 1182 1099 2281 3:15 26 54 80 15:15 235 257 492 13:00 14:00 1211 1164 2375 3:30 29 88 117 15:30 241 285 526 14:00 15:00 1119 1155 2274 3:45 26 81 107 15:45 219 241 460 15:00 16:00 924 1027 1951 4:00 20 102 122 16:00 192 287 479 16:00 17:00 934 1062 1996 4:15 31 116 147 16:15 243 231 474 17:00 18:00 1036 1060 2096 4:30 38 126 164 16:30 257 269 526 18:00 19:00 998 923 1921 4:45 59 113 172 16:45 242 275 517 19:00 20:00 826 720 1546 5:00 58 134 192 17:00 259 279 538 20:00 21:00 665 536 1201 5:15 61 125 186 17:15 240 275 515 21:00 22:00 490 363 853 5:30 95 130 225 17:30 271 272 543 22:00 23:00 339 254 593 5:45 122 158 280 17:45 266 234 500 23:00 00:00 219 159 378 6:00 89 139 228 18:00 293 243 536
6:15 146 187 333 18:15 288 229 517 NB SB EB WB TOTAL
6:30 144 140 284 18:30 228 211 439 00:00 to 12:00
6:45 231 197 428 18:45 189 240 429 7067 7524 14591
7:00 193 201 394 19:00 205 196 401 7:45 7:30 7:45
7:15 260 242 502 19:15 184 196 380 1192 1172 2356
7:30 267 289 556 19:30 201 190 391 0.937 0.916 0.926
7:45 316 320 636 19:45 236 138 374
8:00 268 269 537 20:00 197 162 359 12:00 to 00:00
8:15 318 294 612 20:15 139 144 283 9943 9522 19465
8:30 290 281 571 20:30 172 120 292 13:15 13:00 13:15
8:45 310 283 593 20:45 157 110 267 1279 1164 2416
9:00 244 211 455 21:00 155 100 255 0.940 0.918 0.944
9:15 277 248 525 21:15 118 93 211
9:30 284 238 522 21:30 114 91 205 07:00 to 09:00
9:45 296 255 551 21:45 103 79 182 2222 2179 4401
10:00 260 241 501 22:00 88 76 164 7:45 7:30 7:45
10:15 282 259 541 22:15 91 64 155 1192 1172 2356
10:30 283 263 546 22:30 81 58 139 0.937 0.916 0.926
10:45 270 253 523 22:45 79 56 135
11:00 273 273 546 23:00 65 47 112 16:00 to 18:00
11:15 268 285 553 23:15 53 38 91 1970 2122 4092
11:30 280 307 587 23:30 50 46 96 17:00 16:45 16:45
11:45 304 273 577 23:45 51 28 79 1036 1101 2113
TOTALS 0 0 7067 7524 14591 TOTALS 0 0 9943 9522 19465 0.956 0.987 0.973 SPLIT % 0% 0% 48% 52% 43% SPLIT % 0% 0% 51% 49% 57%
Volume
Prepared by National Data & Surveying Services
VOLUME
Briggsmore Ave Bet Prescott Rd & Tully Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 290 -
Street: Carpenter Road
Limits: Maze Boulevard to Woodland Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 161
85th Percentile (mph) 46
10 mph Pace 37-46
Percent in Pace 66%
Average Daily Traffic (ADT) 24,794
Length of Segment (mi.) 1.01
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 44
Accident Rate (Acc/MVM) 1.60
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (mall), and Industrial land uses.
An undivided 4-lane minor arterial. TWLTL serves as median. Concrete sidewalks present on both sides. Bike Facility present on both sides. Signals present at Maze Boulevard, Kansas Avenue, and Woodlane Avenue. Side street stop control at remaining intersections.
NB and SB Left turn lane pockets at most intersections. No on-street parking present. No school zone is present. Medium driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 46 --> 45
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 291 -
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 30
31 1
32 4
33 2
34 1
35 5
36 4
37 7
38 8
39 8
40 5
41 5
42 7
43 5
44 4
45 6
46 5
47 3
48 2
49 1
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 84 28 - 49 40 mph 45 mph 37 - 46 60 71% 21% / 18 8% / 6
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Northbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
0 2 4 6 810
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
#5..
- 292 -
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 31 2
32 1
33 4
34 4
35 4
36 3
37 4
38 5
39 7
40 6
41 3
42 4
43 3
44 3
45 4
46 7
47 3
48 4
49 1
50 2
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 77 28 - 51 40 mph 46 mph 37 - 46 46 60% 25% / 20 15% / 11
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Southbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
02468
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
#5..
- 293 -
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 2
29 1
30 31 3
32 5
33 6
34 5
35 9
36 7
37 11
38 13
39 15
40 11
41 8
42 11
43 8
44 7
45 10
46 12
47 6
48 6
49 2
50 2
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 161 28 - 51 40 mph 46 mph 37 - 46 106 66% 23% / 38 11% / 17
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
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
#5..
- 294 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_024
NB SB EB WB Total
11,979 12,815 0 0 24,794
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 24 38 12:00 202 222 424 00:00 01:00 69 79 148
0:15 20 25 45 12:15 209 204 413 01:00 02:00 38 48 86
0:30 21 16 37 12:30 201 254 455 02:00 03:00 41 48 89
0:45 14 14 28 12:45 200 213 413 03:00 04:00 80 108 188
1:00 16 10 26 13:00 186 189 375 04:00 05:00 171 160 331 1:15 6 11 17 13:15 174 232 406 05:00 06:00 368 191 559
1:30 5 13 18 13:30 185 246 431 06:00 07:00 426 317 743
1:45 11 14 25 13:45 204 263 467 07:00 08:00 683 629 1312 2:00 10 9 19 14:00 230 223 453 08:00 09:00 846 654 1500 2:15 7 11 18 14:15 173 254 427 09:00 10:00 768 618 1386 2:30 15 12 27 14:30 234 165 399 10:00 11:00 771 701 1472 2:45 9 16 25 14:45 173 188 361 11:00 12:00 765 737 1502 3:00 14 17 31 15:00 215 261 476 12:00 13:00 812 893 1705 3:15 10 22 32 15:15 216 229 445 13:00 14:00 749 930 1679 3:30 26 26 52 15:30 194 243 437 14:00 15:00 810 830 1640 3:45 30 43 73 15:45 208 220 428 15:00 16:00 833 953 1786 4:00 36 31 67 16:00 185 237 422 16:00 17:00 816 993 1809 4:15 37 44 81 16:15 213 264 477 17:00 18:00 808 1004 1812 4:30 38 37 75 16:30 222 281 503 18:00 19:00 707 953 1660 4:45 60 48 108 16:45 196 211 407 19:00 20:00 546 678 1224 5:00 76 39 115 17:00 218 253 471 20:00 21:00 368 539 907 5:15 91 46 137 17:15 189 225 414 21:00 22:00 232 367 599 5:30 86 52 138 17:30 203 232 435 22:00 23:00 178 222 400 5:45 115 54 169 17:45 198 294 492 23:00 00:00 94 163 257 6:00 92 64 156 18:00 162 269 431
6:15 107 62 169 18:15 192 260 452 NB SB EB WB TOTAL
6:30 110 76 186 18:30 174 228 402 00:00 to 12:00
6:45 117 115 232 18:45 179 196 375 5026 4290 9316
7:00 111 106 217 19:00 151 162 313 7:45 11:00 7:45
7:15 145 137 282 19:15 157 185 342 866 737 1557
7:30 199 178 377 19:30 133 190 323 0.941 0.950 0.893
7:45 228 208 436 19:45 105 141 246
8:00 207 162 369 20:00 93 151 244 12:00 to 00:00
8:15 201 159 360 20:15 100 144 244 6953 8525 15478
8:30 230 162 392 20:30 86 132 218 16:15 17:30 16:15
8:45 208 171 379 20:45 89 112 201 849 1055 1858
9:00 187 144 331 21:00 58 103 161 0.956 0.897 0.923
9:15 195 156 351 21:15 63 93 156
9:30 187 167 354 21:30 57 90 147 07:00 to 09:00
9:45 199 151 350 21:45 54 81 135 1529 1283 2812
10:00 215 181 396 22:00 48 76 124 7:45 7:30 7:45
10:15 186 165 351 22:15 43 55 98 866 707 1557
10:30 193 177 370 22:30 49 52 101 0.941 0.850 0.893
10:45 177 178 355 22:45 38 39 77
11:00 195 182 377 23:00 26 57 83 16:00 to 18:00
11:15 174 169 343 23:15 31 46 77 1624 1997 3621
11:30 227 192 419 23:30 18 22 40 16:15 16:15 16:15
11:45 169 194 363 23:45 19 38 57 849 1009 1858
TOTALS 5026 4290 0 0 9316 TOTALS 6953 8525 0 0 15478 0.956 0.898 0.923 SPLIT % 54% 46% 0% 0% 38% SPLIT % 45% 55% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carpenter Rd Bet Maze Blvd & Woodland Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 295 -
Street: Carver Road
Limits: Pelandale Avenue to Brixton Lane
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 37
10 mph Pace 30-39
Percent in Pace 98%
Average Daily Traffic (ADT) 5,685
Length of Segment (mi.) 0.45
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 7
Accident Rate (Acc/MVM) 2.50
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Residential (single-family house) land uses.
An undivided 2-lane minor collector. Double yellow line serves as median. Concrete sidewalks present on both sides. No bike facilities present. Signal present at intersection with Pelandale Avenue. Side street stop control at remaining intersections. NB left turn lane pocket at approach to Pelandale Avenue. Marked crosswalks present at approximately all intersections. On-street parking present on both sides. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 37 --> 35
§22358.6(b) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded down from the 85th percentile speed: 35 --> 30
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 296 -
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 22
23 24
25 26
27 28
29 30 2
31 5
32 8
33 10
34 2
35 8
36 3
37 8
38 2
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 50 30 - 40 33 mph 37 mph 30 - 39 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Northbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
0 2 4 6 810 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
#5..
- 297 -
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 22
23 24
25 26
27 28
29 30 2
31 3
32 11
33 8
34 10
35 3
36 5
37 2
38 3
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 50 30 - 40 34 mph 37 mph 30 - 39 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Southbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
0 2 4 6 810 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
#5..
- 298 -
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 22
23 24
25 26
27 28
29 30 4
31 8
32 19
33 18
34 12
35 11
36 8
37 10
38 5
39 3
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 100 30 - 40 34 mph 37 mph 30 - 39 98 98% 0% / 0 2% / 2
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Northbound & Southbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
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
#5..
- 299 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_025
NB SB EB WB Total
2,695 2,990 0 0 5,685
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 33 6 12:00 38 36 74 00:00 01:00 8 13 21
0:15 25 7 12:15 43 45 88 01:00 02:00 12 13 25
0:30 12 3 12:30 38 44 82 02:00 03:00 47 11
0:45 23 5 12:45 46 49 95 03:00 04:00 10 10 20
1:00 23 5 13:00 38 72 110 04:00 05:00 20 17 37
1:15 03 3 13:15 41 63 104 05:00 06:00 40 19 59
1:30 65 11 13:30 72 47 119 06:00 07:00 70 56 126
1:45 42 6 13:45 64 64 128 07:00 08:00 206 187 393
2:00 03 3 14:00 42 63 105 08:00 09:00 216 221 437
2:15 11 2 14:15 30 41 71 09:00 10:00 129 130 259
2:30 12 3 14:30 54 71 125 10:00 11:00 120 123 243
2:45 21 3 14:45 56 61 117 11:00 12:00 126 145 271
3:00 22 4 15:00 60 70 130 12:00 13:00 165 174 339
3:15 44 8 15:15 60 65 125 13:00 14:00 215 246 461
3:30 12 3 15:30 44 62 106 14:00 15:00 182 236 418
3:45 32 5 15:45 64 52 116 15:00 16:00 228 249 477
4:00 13 4 16:00 54 79 133 16:00 17:00 213 262 475
4:15 36 9 16:15 44 55 99 17:00 18:00 250 259 509
4:30 42 6 16:30 59 64 123 18:00 19:00 144 191 335
4:45 12 6 18 16:45 56 64 120 19:00 20:00 133 143 276
5:00 35 8 17:00 73 77 150 20:00 21:00 98 137 235
5:15 85 13 17:15 64 71 135 21:00 22:00 63 82 145
5:30 12 3 15 17:30 57 69 126 22:00 23:00 32 47 79
5:45 17 6 23 17:45 56 42 98 23:00 00:00 11 23 34
6:00 13 11 24 18:00 46 55 101
6:15 10 10 20 18:15 31 47 78 NB SB EB WB TOTAL
6:30 16 11 27 18:30 37 51 88 00:00 to 12:00
6:45 31 24 55 18:45 30 38 68 961 941 1902
7:00 37 25 62 19:00 39 40 79 7:30 7:30 7:30
7:15 41 35 76 19:15 35 35 70 274 274 548
7:30 51 50 101 19:30 35 35 70 0.890 0.835 0.867
7:45 77 77 154 19:45 24 33 57
8:00 76 82 158 20:00 28 33 61 12:00 to 00:00
8:15 70 65 135 20:15 26 40 66 1734 2049 3783
8:30 39 46 85 20:30 21 41 62 16:30 16:45 16:45
8:45 31 28 59 20:45 23 23 46 252 281 531
9:00 33 34 67 21:00 20 22 42 0.863 0.912 0.885
9:15 33 40 73 21:15 13 18 31
9:30 31 26 57 21:30 22 23 45 07:00 to 09:00
9:45 32 30 62 21:45 8 19 27 422 408 830
10:00 33 32 65 22:00 15 18 33 7:30 7:30 7:30
10:15 29 26 55 22:15 6 14 20 274 274 548
10:30 31 29 60 22:30 95 14 0.890 0.835 0.867
10:45 27 36 63 22:45 2 10 12
11:00 26 32 58 23:00 45 9 16:00 to 18:00
11:15 27 37 64 23:15 47 11 463 521 984
11:30 35 38 73 23:30 38 11 16:30 16:45 16:45
11:45 38 38 76 23:45 03 3 252 281 531
TOTALS 961 941 0 0 1902 TOTALS 1734 2049 0 0 3783 0.863 0.912 0.885 SPLIT % 51% 49% 0% 0% 33% SPLIT % 46% 54% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carver Rd Bet Pelandale Ave & Brixton Ln
9/25/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 300 -
Street: Carver Road
Limits: Briggsmore Avenue to Orangeburg Avenue
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 30
# Speed Data Collected 103
85th Percentile (mph) 32
10 mph Pace 24-33
Percent in Pace 91%
Average Daily Traffic (ADT) 6,745
Length of Segment (mi.) 0.50
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 9
Accident Rate (Acc/MVM) 2.44
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title: Associate Engineer, City of Modesto Title: President, TJKM Transportation Consultants Existing Speed Limit: 30 Recommended Speed Limit: 30
Signed: Max Navarro Nayan Amin, TE
Municipal (school), residential (single-family house), and open space (vacant) land uses.
An undivided 2-lane minor collector. Double yellow line serves as median. Concrete sidewalks present on both sides. No bike facilities present. Signal present at intersection with Briggsmore Avenue, and Orangeburg Avenue. Side street stop control at remaining intersections. NB and SB left turn lane pocket at approach to Briggsmore Avenue, and Orangeburg Avenue On-street parking present on both sides. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 32 --> 30 Speed Limit Change? No
D. Roadway Conditions
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 301 -
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 22 1
23 3
24 1
25 3
26 2
27 3
28 7
29 3
30 10
31 3
32 7
33 5
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 50 22 - 35 30 mph 32 mph 24 - 33 44 88% 8% / 4 4% / 2
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Northbound Spot Speeds
14:45-15:55
09/18/2024
Project #: 24-090118-026
0 2 4 6 810 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
#5..
- 302 -
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 22
23 1
24 2
25 5
26 10
27 6
28 5
29 8
30 5
31 4
32 2
33 3
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 53 23 - 34 28 mph 31 mph 24 - 33 50 94% 1% / 1 4% / 2
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Southbound Spot Speeds
14:45-15:55
09/18/2024
Project #: 24-090118-026
0 2 4 6 810 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
#5..
- 303 -
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 22 1
23 4
24 3
25 8
26 12
27 9
28 12
29 11
30 15
31 7
32 9
33 8
34 3
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 103 22 - 35 29 mph 32 mph 24 - 33 94 91% 4% / 5 4% / 4
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:45-15:55
09/18/2024
Project #: 24-090118-026
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
#5..
- 304 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_026
NB SB EB WB Total
3,185 3,560 0 0 6,745
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 79 16 12:00 36 48 84 00:00 01:00 23 26 49
0:15 44 8 12:15 48 38 86 01:00 02:00 9 14 23
0:30 98 17 12:30 61 51 112 02:00 03:00 98 17
0:45 35 8 12:45 54 56 110 03:00 04:00 11 11 22
1:00 31 4 13:00 41 54 95 04:00 05:00 19 27 46
1:15 04 4 13:15 51 60 111 05:00 06:00 23 38 61
1:30 44 8 13:30 57 62 119 06:00 07:00 64 74 138
1:45 25 7 13:45 54 70 124 07:00 08:00 137 209 346
2:00 42 6 14:00 52 57 109 08:00 09:00 203 279 482
2:15 25 7 14:15 52 68 120 09:00 10:00 183 173 356
2:30 31 4 14:30 61 73 134 10:00 11:00 145 186 331
2:45 00 0 14:45 100 102 202 11:00 12:00 172 192 364
3:00 32 5 15:00 70 83 153 12:00 13:00 199 193 392
3:15 21 3 15:15 94 64 158 13:00 14:00 203 246 449
3:30 33 6 15:30 71 98 169 14:00 15:00 265 300 565
3:45 35 8 15:45 79 105 184 15:00 16:00 314 350 664
4:00 68 14 16:00 86 97 183 16:00 17:00 361 312 673
4:15 43 7 16:15 88 63 151 17:00 18:00 308 295 603
4:30 4 10 14 16:30 97 65 162 18:00 19:00 187 188 375
4:45 56 11 16:45 90 87 177 19:00 20:00 116 153 269
5:00 5 10 15 17:00 96 80 176 20:00 21:00 82 100 182
5:15 35 8 17:15 85 78 163 21:00 22:00 61 86 147
5:30 8 11 19 17:30 66 76 142 22:00 23:00 56 62 118
5:45 7 12 19 17:45 61 61 122 23:00 00:00 35 38 73
6:00 12 11 23 18:00 42 40 82
6:15 18 16 34 18:15 35 61 96 NB SB EB WB TOTAL
6:30 20 23 43 18:30 45 41 86 00:00 to 12:00
6:45 14 24 38 18:45 65 46 111 998 1237 2235
7:00 21 26 47 19:00 33 44 77 7:30 7:45 7:30
7:15 24 48 72 19:15 29 45 74 213 308 520
7:30 42 63 105 19:30 32 36 68 0.845 0.846 0.844
7:45 50 72 122 19:45 22 28 50
8:00 58 81 139 20:00 26 32 58 12:00 to 00:00
8:15 63 91 154 20:15 31 24 55 2187 2323 4510
8:30 40 64 104 20:30 15 25 40 16:15 15:15 15:15
8:45 42 43 85 20:45 10 19 29 371 364 694
9:00 53 42 95 21:00 23 16 39 0.956 0.867 0.943
9:15 41 44 85 21:15 16 20 36
9:30 47 45 92 21:30 12 32 44 07:00 to 09:00
9:45 42 42 84 21:45 10 18 28 340 488 828
10:00 32 51 83 22:00 9 19 28 7:30 7:45 7:30
10:15 33 47 80 22:15 23 17 40 213 308 520
10:30 37 42 79 22:30 17 14 31 0.845 0.846 0.844
10:45 43 46 89 22:45 7 12 19
11:00 39 42 81 23:00 15 12 27 16:00 to 18:00
11:15 42 52 94 23:15 5 10 15 669 607 1276
11:30 47 41 88 23:30 98 17 16:15 16:45 16:30
11:45 44 57 101 23:45 68 14 371 321 678
TOTALS 998 1237 0 0 2235 TOTALS 2187 2323 0 0 4510 0.956 0.922 0.958 SPLIT % 45% 55% 0% 0% 33% SPLIT % 48% 52% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services
VOLUME
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 305 -
Street: Orangeburg Avenue
Limits: McHenry Avenue to Coffee Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 40
# Speed Data Collected 102
85th Percentile (mph) 44
10 mph Pace 30-39
Percent in Pace 61%
Average Daily Traffic (ADT) 15,994
Length of Segment (mi.) 1.00
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 51
Accident Rate (Acc/MVM) 2.91
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial (gas station, tire shop), industrial, and residential (single-family house) land uses.
An undivided 4-lane minor arterial. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at interseciton with Coffee Road, Sunrise Avenue, and McHenry Avenue. Side street stop control at other intersections. EB and WB Left turn pockets present at intersections throught the segment. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 44 --> 45 §22358.6(c) - Lower the speed limit by an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 45 --> 40
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 40 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 306 -
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 30 2
31 2
32 5
33 4
34 4
35 6
36 2
37 4
38 1
39 3
40 2
41 1
42 3
43 1
44 1
45 3
46 4
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 50 28 - 47 36 mph 45 mph 30 - 39 33 66% 2% / 1 32% / 16
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
02468
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
#5..
- 307 -
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 28 1
29 1
30 1
31 3
32 3
33 2
34 6
35 5
36 2
37 2
38 1
39 4
40 1
41 4
42 2
43 5
44 3
45 2
46 2
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 52 26 - 47 37 mph 44 mph 34 - 43 32 62% 23% / 12 16% / 8
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Westbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
02468
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
#5..
- 308 -
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 28 2
29 1
30 3
31 5
32 8
33 6
34 10
35 11
36 4
37 6
38 2
39 7
40 3
41 5
42 5
43 6
44 4
45 5
46 6
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 102 26 - 47 36 mph 44 mph 30 - 39 62 61% 3% / 4 36% / 36
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
0 510 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
#5..
- 309 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_027
NB SB EB WB Total
0 0 8,124 7,870 15,994
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 10 21 12:00 124 143 267 00:00 01:00 46 34 80
0:15 15 10 25 12:15 122 111 233 01:00 02:00 33 29 62
0:30 8 11 19 12:30 124 150 274 02:00 03:00 25 26 51
0:45 12 3 15 12:45 156 133 289 03:00 04:00 23 48 71
1:00 68 14 13:00 146 119 265 04:00 05:00 29 104 133
1:15 67 13 13:15 106 137 243 05:00 06:00 107 147 254
1:30 14 9 23 13:30 123 158 281 06:00 07:00 159 251 410
1:45 75 12 13:45 149 148 297 07:00 08:00 377 574 951
2:00 77 14 14:00 147 142 289 08:00 09:00 509 683 1192
2:15 36 9 14:15 129 143 272 09:00 10:00 413 496 909
2:30 96 15 14:30 176 131 307 10:00 11:00 434 464 898
2:45 67 13 14:45 142 165 307 11:00 12:00 508 489 997
3:00 6 11 17 15:00 176 156 332 12:00 13:00 526 537 1063 3:15 3 13 16 15:15 179 151 330 13:00 14:00 524 562 1086 3:30 77 14 15:30 171 140 311 14:00 15:00 594 581 1175
3:45 7 17 24 15:45 160 145 305 15:00 16:00 686 592 1278 4:00 7 21 28 16:00 179 128 307 16:00 17:00 770 513 1283 4:15 9 15 24 16:15 194 112 306 17:00 18:00 791 545 1336 4:30 6 27 33 16:30 203 146 349 18:00 19:00 463 387 850
4:45 7 41 48 16:45 194 127 321 19:00 20:00 389 300 689
5:00 22 23 45 17:00 219 163 382 20:00 21:00 293 215 508 5:15 17 19 36 17:15 188 141 329 21:00 22:00 198 141 339 5:30 33 49 82 17:30 208 114 322 22:00 23:00 158 103 261 5:45 35 56 91 17:45 176 127 303 23:00 00:00 69 49 118
6:00 41 55 96 18:00 121 104 225
6:15 35 42 77 18:15 122 103 225 NB SB EB WB TOTAL
6:30 36 70 106 18:30 104 89 193 00:00 to 12:00
6:45 47 84 131 18:45 116 91 207 2663 3345 6008
7:00 73 80 153 19:00 132 81 213 7:45 7:45 7:45
7:15 69 139 208 19:15 96 73 169 516 725 1241
7:30 111 160 271 19:30 83 85 168 0.896 0.929 0.964
7:45 124 195 319 19:45 78 61 139
8:00 144 178 322 20:00 76 59 135 12:00 to 00:00
8:15 133 183 316 20:15 83 64 147 5461 4525 9986
8:30 115 169 284 20:30 66 51 117 16:15 14:45 16:30
8:45 117 153 270 20:45 68 41 109 810 612 1381
9:00 99 137 236 21:00 53 44 97 0.925 0.927 0.904
9:15 105 126 231 21:15 54 41 95
9:30 107 119 226 21:30 45 23 68 07:00 to 09:00
9:45 102 114 216 21:45 46 33 79 886 1257 2143
10:00 103 110 213 22:00 52 28 80 7:45 7:45 7:45
10:15 82 118 200 22:15 42 30 72 516 725 1241
10:30 119 106 225 22:30 35 22 57 0.896 0.929 0.964
10:45 130 130 260 22:45 29 23 52
11:00 137 137 274 23:00 26 14 40 16:00 to 18:00
11:15 118 116 234 23:15 13 9 22 1561 1058 2619
11:30 127 128 255 23:30 20 14 34 16:15 16:30 16:30
11:45 126 108 234 23:45 10 12 22 810 577 1381
TOTALS 0 0 2663 3345 6008 TOTALS 0 0 5461 4525 9986 0.925 0.885 0.904 SPLIT % 0% 0% 44% 56% 38% SPLIT % 0% 0% 55% 45% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Orangeburg Ave Bet McHenry Ave & Coffee Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 310 -
Street: Orangeburg Avenue
Limits: Coffee Road to Oakdale Road
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 113
85th Percentile (mph) 38
10 mph Pace 30-39
Percent in Pace 81%
Average Daily Traffic (ADT) 9,315
Length of Segment (mi.) 1.00
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 46
Accident Rate (Acc/MVM) 4.51
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial, and residential (single-family house) land uses.
An undivided 2-lane minor collector. Dounle yellow line serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at interseciton with Coffee Road, and Oakdale Road. Side street stop control at other intersections. EB and WB left turn pockets present at approach to Coffee Road, and Oakdale Road. Marked crosswalks present at intersection with Rose Avenue. On-street parking intermittently present on both sides. School zone is present. High driveway density on both sides.
§22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 38 --> 40
§22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 311 -
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 1
26 27
28 1
29 30 2
31 2
32 4
33 4
34 5
35 6
36 7
37 5
38 3
39 1
40 2
41 1
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 50 25 - 44 35 mph 40 mph 30 - 39 39 78% 4% / 2 18% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
02468
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
#5..
- 312 -
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 1
28 4
29 3
30 5
31 4
32 8
33 6
34 8
35 7
36 5
37 3
38 3
39 3
40 2
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 63 27 - 41 34 mph 37 mph 28 - 37 53 84% 1% / 1 15% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
0 2 4 6 810
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
#5..
- 313 -
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 1
26 27 1
28 5
29 3
30 7
31 6
32 12
33 10
34 13
35 13
36 12
37 8
38 6
39 4
40 4
41 2
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 113 25 - 44 34 mph 38 mph 30 - 39 91 81% 8% / 10 11% / 12
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
0 510 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
#5..
- 314 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_028
NB SB EB WB Total
0 0 4,683 4,632 9,315
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 12 8 20 12:00 84 72 156 00:00 01:00 33 19 52
0:15 35 8 12:15 65 74 139 01:00 02:00 15 13 28
0:30 72 9 12:30 75 88 163 02:00 03:00 19 18 37
0:45 11 4 15 12:45 77 66 143 03:00 04:00 16 25 41
1:00 35 8 13:00 80 63 143 04:00 05:00 15 40 55
1:15 64 10 13:15 58 97 155 05:00 06:00 42 68 110
1:30 42 6 13:30 80 83 163 06:00 07:00 77 131 208
1:45 22 4 13:45 86 99 185 07:00 08:00 195 355 550
2:00 84 12 14:00 108 78 186 08:00 09:00 298 418 716
2:15 25 7 14:15 90 69 159 09:00 10:00 224 286 510
2:30 52 7 14:30 100 94 194 10:00 11:00 266 292 558
2:45 47 11 14:45 92 83 175 11:00 12:00 282 268 550
3:00 48 12 15:00 112 99 211 12:00 13:00 301 300 601
3:15 36 9 15:15 90 83 173 13:00 14:00 304 342 646
3:30 54 9 15:30 101 90 191 14:00 15:00 390 324 714
3:45 47 11 15:45 106 85 191 15:00 16:00 409 357 766
4:00 38 11 16:00 110 72 182 16:00 17:00 450 323 773
4:15 36 9 16:15 125 77 202 17:00 18:00 401 289 690
4:30 4 11 15 16:30 118 78 196 18:00 19:00 311 236 547
4:45 5 15 20 16:45 97 96 193 19:00 20:00 218 188 406
5:00 89 17 17:00 111 83 194 20:00 21:00 173 139 312
5:15 10 10 20 17:15 113 57 170 21:00 22:00 134 97 231
5:30 15 23 38 17:30 89 82 171 22:00 23:00 70 62 132
5:45 9 26 35 17:45 88 67 155 23:00 00:00 40 42 82
6:00 18 28 46 18:00 90 72 162
6:15 19 26 45 18:15 82 51 133 NB SB EB WB TOTAL
6:30 19 29 48 18:30 68 56 124 00:00 to 12:00
6:45 21 48 69 18:45 71 57 128 1482 1933 3415
7:00 40 53 93 19:00 79 55 134 8:00 7:45 7:45
7:15 41 90 131 19:15 58 44 102 298 425 722
7:30 43 96 139 19:30 43 51 94 0.847 0.916 0.965
7:45 71 116 187 19:45 38 38 76
8:00 83 99 182 20:00 34 33 67 12:00 to 00:00
8:15 88 98 186 20:15 49 44 93 3201 2699 5900
8:30 55 112 167 20:30 47 41 88 15:45 14:30 16:15
8:45 72 109 181 20:45 43 21 64 459 359 785
9:00 49 80 129 21:00 45 23 68 0.918 0.907 0.972
9:15 58 71 129 21:15 35 27 62
9:30 58 64 122 21:30 31 23 54 07:00 to 09:00
9:45 59 71 130 21:45 23 24 47 493 773 1266
10:00 69 67 136 22:00 19 25 44 8:00 7:45 7:45
10:15 58 78 136 22:15 25 18 43 298 425 722
10:30 74 79 153 22:30 15 13 28 0.847 0.916 0.965
10:45 65 68 133 22:45 11 6 17
11:00 73 62 135 23:00 10 12 22 16:00 to 18:00
11:15 65 65 130 23:15 9 12 21 851 612 1463
11:30 70 77 147 23:30 10 11 21 16:15 16:15 16:15
11:45 74 64 138 23:45 11 7 18 451 334 785
TOTALS 0 0 1482 1933 3415 TOTALS 0 0 3201 2699 5900 0.902 0.870 0.972 SPLIT % 0% 0% 43% 57% 37% SPLIT % 0% 0% 54% 46% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
500
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 315 -
Street: Orangeburg Avenue
Limits: Oakdale Road to Lakewood Avenue
Direction: EB/WB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 35
# Speed Data Collected 108
85th Percentile (mph) 38
10 mph Pace 30-39
Percent in Pace 85%
Average Daily Traffic (ADT) 6,284
Length of Segment (mi.) 0.97
Street Classification Minor Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 21
Accident Rate (Acc/MVM) 3.15
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial, and residential (single-family house) land uses.
An undivided 2-lane minor collector. Dounle yellow line serves as median Concrete sidewalks present on both sides. No bike facilities present. Signal present at interseciton with Oakdale Road, and Lakewood Avenue. Side street stop control at other intersections. EB and WB left turn pockets present at approach to Oakdale Road, and Lakewood Avenue. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 38 --> 40
§22358.6(b) - Not applicable
§22358.6(c) - Lower the speed limit an additional 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 40 --> 35
Speed Limit Change? No
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 35 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 316 -
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 1
27 1
28 1
29 2
30 4
31 4
32 8
33 7
34 7
35 9
36 4
37 3
38 3
39 2
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 58 26 - 41 34 mph 37 mph 29 - 38 51 88% 5% / 3 7% / 4
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Eastbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
0 2 4 6 810
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
#5..
- 317 -
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 28 1
29 3
30 2
31 4
32 4
33 3
34 7
35 6
36 5
37 3
38 2
39 5
40 1
41 2
42 43 1
44 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 50 28 - 46 35 mph 39 mph 30 - 39 41 82% 8% / 4 10% / 5
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Westbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
02468
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
#5..
- 318 -
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 1
27 1
28 2
29 5
30 6
31 8
32 12
33 10
34 14
35 15
36 9
37 6
38 5
39 7
40 2
41 3
42 43 1
44 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 108 26 - 46 34 mph 38 mph 30 - 39 92 85% 8% / 9 7% / 7
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Eastbound & Westbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
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
#5..
- 319 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_029
NB SB EB WB Total
0 0 3,064 3,220 6,284
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 58 13 12:00 46 46 92 00:00 01:00 18 14 32
0:15 42 6 12:15 44 48 92 01:00 02:00 12 7 19
0:30 54 9 12:30 41 41 82 02:00 03:00 10 7 17
0:45 40 4 12:45 41 54 95 03:00 04:00 8 19 27
1:00 22 4 13:00 55 40 95 04:00 05:00 9 25 34
1:15 54 9 13:15 41 58 99 05:00 06:00 36 45 81
1:30 30 3 13:30 39 46 85 06:00 07:00 69 83 152
1:45 21 3 13:45 48 43 91 07:00 08:00 109 269 378
2:00 20 2 14:00 50 42 92 08:00 09:00 150 284 434
2:15 30 3 14:15 46 56 102 09:00 10:00 127 199 326
2:30 22 4 14:30 59 40 99 10:00 11:00 165 192 357
2:45 35 8 14:45 61 64 125 11:00 12:00 177 178 355
3:00 33 6 15:00 69 47 116 12:00 13:00 172 189 361
3:15 22 4 15:15 70 74 144 13:00 14:00 183 187 370
3:30 08 8 15:30 64 72 136 14:00 15:00 216 202 418
3:45 36 9 15:45 82 62 144 15:00 16:00 285 255 540
4:00 08 8 16:00 75 51 126 16:00 17:00 303 223 526
4:15 24 6 16:15 76 58 134 17:00 18:00 331 244 575
4:30 35 8 16:30 77 75 152 18:00 19:00 225 203 428
4:45 48 12 16:45 75 39 114 19:00 20:00 160 155 315
5:00 89 17 17:00 101 63 164 20:00 21:00 137 109 246
5:15 77 14 17:15 80 63 143 21:00 22:00 92 60 152
5:30 7 15 22 17:30 73 61 134 22:00 23:00 45 44 89
5:45 14 14 28 17:45 77 57 134 23:00 00:00 25 27 52
6:00 16 20 36 18:00 63 64 127
6:15 13 16 29 18:15 59 50 109 NB SB EB WB TOTAL
6:30 20 18 38 18:30 49 46 95 00:00 to 12:00
6:45 20 29 49 18:45 54 43 97 890 1322 2212
7:00 27 34 61 19:00 41 41 82 10:45 7:30 7:30
7:15 29 46 75 19:15 39 43 82 193 375 509
7:30 25 78 103 19:30 49 37 86 0.832 0.845 0.915
7:45 28 111 139 19:45 31 34 65
8:00 41 90 131 20:00 31 26 57 12:00 to 00:00
8:15 40 96 136 20:15 46 30 76 2174 1898 4072
8:30 37 54 91 20:30 37 23 60 16:30 15:15 17:00
8:45 32 44 76 20:45 23 30 53 333 259 575
9:00 25 61 86 21:00 34 17 51 0.824 0.875 0.877
9:15 30 48 78 21:15 19 14 33
9:30 34 45 79 21:30 28 15 43 07:00 to 09:00
9:45 38 45 83 21:45 11 14 25 259 553 812
10:00 35 48 83 22:00 20 9 29 8:00 7:30 7:30
10:15 38 47 85 22:15 10 13 23 150 375 509
10:30 34 48 82 22:30 10 11 21 0.915 0.845 0.915
10:45 58 49 107 22:45 5 11 16
11:00 46 53 99 23:00 36 9 16:00 to 18:00
11:15 43 43 86 23:15 46 10 634 467 1101
11:30 46 40 86 23:30 86 14 16:30 17:00 17:00
11:45 42 42 84 23:45 10 9 19 333 244 575
TOTALS 0 0 890 1322 2212 TOTALS 0 0 2174 1898 4072 0.824 0.968 0.877 SPLIT % 0% 0% 40% 60% 35% SPLIT % 0% 0% 53% 47% 65%
Volume
Prepared by National Data & Surveying Services
VOLUME
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 320 -
Street: Tully Road
Limits: Coldwell Avenue to 9th Street
Direction: NB/SB
Date/Location of Survey 09/18/2024
Posted Speed Limit (mph) 25
# Speed Data Collected 106
85th Percentile (mph) 37
10 mph Pace 30-39
Percent in Pace 90%
Average Daily Traffic (ADT) 10,237
Length of Segment (mi.) 0.35
Street Classification Minor Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 6
Accident Rate (Acc/MVM) 1.53
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Commercial and industrial land uses.
An undivided 2-lane minor arterial. TWLTL serves as median Concrete sidewalks present on both sides. Bike Facility present on both sides. Signal present at intersections with Coldwell Avenue, Stoddard Avenue and 9th street. NB and SB Left turn lane pockets at most intersections. No on-street parking present. No school zone is present. Medium driveway density on both sides. §22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed: 37 --> 35 Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 25 Recommended Speed Limit: 35
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 321 -
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 22
23 24
25 26 1
27 1
28 1
29 30 6
31 2
32 6
33 4
34 6
35 8
36 5
37 5
38 2
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 50 26 - 40 34 mph 37 mph 30 - 39 46 92% 6% / 3 2% / 1
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Northbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
0 2 4 6 810
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
#5..
- 322 -
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 22
23 24
25 1
26 27 2
28 1
29 30 2
31 6
32 6
33 7
34 5
35 8
36 5
37 5
38 3
39 2
40 2
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 56 25 - 41 34 mph 37 mph 30 - 39 49 88% 7% / 4 6% / 3
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Southbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
0 2 4 6 810
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
#5..
- 323 -
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 22
23 24
25 1
26 1
27 3
28 2
29 30 8
31 8
32 12
33 11
34 11
35 16
36 10
37 10
38 5
39 4
40 3
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 106 25 - 41 34 mph 37 mph 30 - 39 95 90% 6% / 7 4% / 4
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Northbound & Southbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
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
#5..
- 324 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_030
NB SB EB WB Total
4,712 5,525 0 0 10,237
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 76 13 12:00 88 83 171 00:00 01:00 19 17 36
0:15 54 9 12:15 95 90 185 01:00 02:00 11 18 29
0:30 43 7 12:30 117 88 205 02:00 03:00 11 15 26
0:45 34 7 12:45 94 67 161 03:00 04:00 6 20 26
1:00 51 6 13:00 68 65 133 04:00 05:00 29 38 67
1:15 28 10 13:15 72 61 133 05:00 06:00 64 102 166
1:30 35 8 13:30 76 78 154 06:00 07:00 131 151 282
1:45 14 5 13:45 58 79 137 07:00 08:00 265 369 634
2:00 32 5 14:00 87 82 169 08:00 09:00 288 324 612
2:15 03 3 14:15 104 93 197 09:00 10:00 296 360 656
2:30 13 4 14:30 92 62 154 10:00 11:00 230 278 508
2:45 77 14 14:45 78 126 204 11:00 12:00 375 312 687
3:00 03 3 15:00 105 134 239 12:00 13:00 394 328 722
3:15 34 7 15:15 85 142 227 13:00 14:00 274 283 557
3:30 27 9 15:30 94 135 229 14:00 15:00 361 363 724
3:45 16 7 15:45 138 97 235 15:00 16:00 422 508 930
4:00 7 12 19 16:00 126 162 288 16:00 17:00 458 715 1173 4:15 66 12 16:15 130 187 317 17:00 18:00 429 634 1063
4:30 47 11 16:30 93 165 258 18:00 19:00 209 258 467
4:45 12 13 25 16:45 109 201 310 19:00 20:00 171 136 307 5:00 14 20 34 17:00 119 157 276 20:00 21:00 125 119 244 5:15 14 20 34 17:15 118 206 324 21:00 22:00 70 99 169
5:30 10 38 48 17:30 108 126 234 22:00 23:00 51 48 99
5:45 26 24 50 17:45 84 145 229 23:00 00:00 23 30 53
6:00 33 25 58 18:00 66 65 131
6:15 30 32 62 18:15 53 80 133 NB SB EB WB TOTAL
6:30 31 36 67 18:30 49 63 112 00:00 to 12:00
6:45 37 58 95 18:45 41 50 91 1725 2004 3729
7:00 48 55 103 19:00 54 46 100 10:45 7:30 10:45
7:15 70 75 145 19:15 38 34 72 383 432 718
7:30 67 119 186 19:30 44 34 78 0.725 0.900 0.774
7:45 80 120 200 19:45 35 22 57
8:00 70 114 184 20:00 36 41 77 12:00 to 00:00
8:15 59 79 138 20:15 29 33 62 2987 3521 6508
8:30 76 68 144 20:30 16 22 38 15:30 16:30 16:00
8:45 83 63 146 20:45 44 23 67 488 729 1173
9:00 57 97 154 21:00 25 32 57 0.884 0.885 0.925
9:15 100 127 227 21:15 20 23 43
9:30 77 83 160 21:30 14 25 39 07:00 to 09:00
9:45 62 53 115 21:45 11 19 30 553 693 1246
10:00 45 59 104 22:00 18 16 34 8:00 7:30 7:15
10:15 43 51 94 22:15 13 9 22 288 432 715
10:30 57 70 127 22:30 11 11 22 0.867 0.900 0.894
10:45 85 98 183 22:45 9 12 21
11:00 132 100 232 23:00 6 11 17 16:00 to 18:00
11:15 87 80 167 23:15 12 4 16 887 1349 2236
11:30 79 57 136 23:30 28 10 16:00 16:30 16:00
11:45 77 75 152 23:45 37 10 458 729 1173
TOTALS 1725 2004 0 0 3729 TOTALS 2987 3521 0 0 6508 0.881 0.885 0.925 SPLIT % 46% 54% 0% 0% 36% SPLIT % 46% 54% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services
VOLUME
Tully Rd Bet Coldwell Ave & 9th St
9/24/2024
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 325 -
30 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 326 -
Street: N 9th Street
Limits: N Carpenter Road to Tully Road
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 100
85th Percentile (mph) 48
10 mph Pace 39 - 48
Percent in Pace 63%
Average Daily Traffic (ADT) 8,479
Length of Segment (mi.) 1.53
Street Classification Principal Arterial
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 31
Accident Rate (Acc/MVM) 2.18
Statewide Average Accident Rate 1.03
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Factors
Service, Retail, Office Residential, Insitutional and Recreational.
A divided 3-lane principal arterial. Raised median, and raised pavement markers serves as medians, concrete sidewalk is present on easterly side, Bi-directional class IV bike lane is present on westerly side of the segment. Intersections with Tully Road, Coldwell Avenue and Princeton Avenue are signal control, while all others are stop controlled. Left- turn pockets are present at all the intersections except with Carpenter Road and Haney Avenue and right-turn pockets are present at intersections with Clayton Avenue, Princeton Avenue. Standard marked crosswalks are present at all intersections except with Haney Avenue, Clayton Avenue.
On-street parking is present along portions of the segment. No school zone is present. Vertical slopes are present along the segment. Medium driveway density on easterly side.
§22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 48 --> 50 §22358.6(c) - Lower the speed limit by 5 mph from the rounded speed limit if the speed limit was initially rounded up from the 85th percentile speed: 50 --> 45
§22358.7 - Lower the speed limit by additional 5-mph due to presence of sidewalk/crosswalk, recreational, retail land use, bike lane and employment centers (ped-bike generator): 45 --> 40
Speed Limit Change? Yes
D. Roadway Conditions
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants Existing Speed Limit: 45 Recommended Speed Limit: 40
Signed: Max Navarro Nayan Amin, TE
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 327 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Weather: 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
33 1
34 35 3
36 1
37 4
38 3
39 1
40 5
41 2
42 2
43 5
44 2
45 4
46 3
47 3
48 5
49 50 3
51 52 1
53 54 2
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 50 33 - 54 43 mph 48 mph 39 - 48 32 64% 24% / 12 12% / 6
SPEED PARAMETERS
N 9th St Bet Carpenter Rd & Tully Rd
City of Modesto
Northbound Spot Speeds
09:00-09:45
8/19/2025
Project #: 25-090090-001
0246
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
#5..
- 328 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Weather: 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 1
33 34
35 3
36 5
37 1
38 1
39 1
40 4
41 42 5
43 3
44 6
45 4
46 4
47 3
48 1
49 2
50 1
51 2
52 1
53 1
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 50 31 - 53 43 mph 48 mph 40 - 49 32 64% 26% / 13 10% / 5
SPEED PARAMETERS
N 9th St Bet Carpenter Rd & Tully Rd
City of Modesto
Southbound Spot Speeds
09:00-09:45
8/19/2025
Project #: 25-090090-001
02468
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
#5..
- 329 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Weather: 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 1
33 1
34 35 6
36 6
37 5
38 4
39 2
40 9
41 2
42 7
43 8
44 8
45 8
46 7
47 6
48 6
49 2
50 4
51 2
52 2
53 1
54 2
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 31 - 54 43 mph 48 mph 39 - 48 63 63% 24% / 24 13% / 13
SPEED PARAMETERS
N 9th St Bet Carpenter Rd & Tully Rd
City of Modesto
Northbound & Southbound Spot Speeds
09:00-09:45
8/19/2025
Project #: 25-090090-001
0 510
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
#5..
- 330 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_001
NB SB EB WB Total
3,814 4,665 0 0 8,479
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 72 9 12:00 71 82 153 00:00 01:00 19 12 31
0:15 10 6 16 12:15 43 88 131 01:00 02:00 21 16 37
0:30 11 2 12:30 49 83 132 02:00 03:00 7 12 19
0:45 13 4 12:45 65 70 135 03:00 04:00 10 30 40
1:00 74 11 13:00 78 76 154 04:00 05:00 31 46 77
1:15 73 10 13:15 74 64 138 05:00 06:00 61 105 166
1:30 54 9 13:30 63 67 130 06:00 07:00 100 135 235
1:45 25 7 13:45 68 78 146 07:00 08:00 144 276 420
2:00 24 6 14:00 76 66 142 08:00 09:00 211 326 537
2:15 43 7 14:15 65 73 138 09:00 10:00 182 264 446
2:30 14 5 14:30 79 79 158 10:00 11:00 267 266 533
2:45 01 1 14:45 87 100 187 11:00 12:00 400 294 694
3:00 42 6 15:00 72 100 172 12:00 13:00 228 323 551
3:15 29 11 15:15 72 96 168 13:00 14:00 283 285 568
3:30 1 13 14 15:30 67 86 153 14:00 15:00 307 318 625
3:45 36 9 15:45 59 90 149 15:00 16:00 270 372 642
4:00 97 16 16:00 91 94 185 16:00 17:00 324 411 735
4:15 2 12 14 16:15 71 103 174 17:00 18:00 291 399 690
4:30 10 15 25 16:30 84 108 192 18:00 19:00 195 244 439
4:45 10 12 22 16:45 78 106 184 19:00 20:00 136 196 332
5:00 12 15 27 17:00 100 110 210 20:00 21:00 127 131 258 5:15 14 17 31 17:15 65 126 191 21:00 22:00 95 73 168
5:30 18 32 50 17:30 68 94 162 22:00 23:00 69 86 155
5:45 17 41 58 17:45 58 69 127 23:00 00:00 36 45 81
6:00 21 25 46 18:00 62 70 132
6:15 17 26 43 18:15 37 65 102 NB SB EB WB TOTAL
6:30 37 32 69 18:30 36 45 81 00:00 to 12:00
6:45 25 52 77 18:45 60 64 124 1453 1782 3235
7:00 27 49 76 19:00 42 51 93 11:00 7:30 11:00
7:15 30 58 88 19:15 30 43 73 400 360 694
7:30 38 78 116 19:30 36 44 80 0.885 0.882 0.913
7:45 49 91 140 19:45 28 58 86
8:00 48 102 150 20:00 39 38 77 12:00 to 00:00
8:15 44 89 133 20:15 35 26 61 2361 2883 5244
8:30 62 63 125 20:30 29 32 61 16:15 16:30 16:30
8:45 57 72 129 20:45 24 35 59 333 450 777
9:00 43 63 106 21:00 22 17 39 0.833 0.893 0.925
9:15 36 67 103 21:15 26 29 55
9:30 49 69 118 21:30 31 21 52 07:00 to 09:00
9:45 54 65 119 21:45 16 6 22 355 602 957
10:00 55 69 124 22:00 22 13 35 8:00 7:30 7:45
10:15 53 70 123 22:15 19 11 30 211 360 548
10:30 68 64 132 22:30 16 34 50 0.851 0.882 0.913
10:45 91 63 154 22:45 12 28 40
11:00 113 66 179 23:00 17 16 33 16:00 to 18:00
11:15 102 56 158 23:15 8 15 23 615 810 1425
11:30 88 79 167 23:30 4 11 15 16:15 16:30 16:30
11:45 97 93 190 23:45 73 10 333 450 777
TOTALS 1453 1782 0 0 3235 TOTALS 2361 2883 0 0 5244 0.833 0.893 0.925 SPLIT % 45% 55% 0% 0% 38% SPLIT % 45% 55% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
N 9th St Bet Carpenter Rd & Tully Rd
8/12/2025
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 331 -
31 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected]
#5..
- 332 -
Street: N 9th Street
Limits: Tully Road to L Street
Direction: NB/SB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 40
10 mph Pace 32-41
Percent in Pace 76%
Average Daily Traffic (ADT) 15,464
Length of Segment (mi.) 0.66
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 29
Accident Rate (Acc/MVM) 2.61
Statewide Average Accident Rate 1.27
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
An undivided 4-lane downtown collector. Raised median,two way left turn lane, raised pavement markers serves as medians, concrete sidewalks are present on easterly side, but on westerly side from Needham Street to L Street, No bicycle facilities are present . Intersections with Tully Road, O Street and L Street are signalized, while the others are stop controlled. Left- turn pocket is present at intersection with Needham Street and right-turn pocket is present at intersection with Tully Road. Standard marked crosswalks are present at all intersections except with Campus Way . On-street parking is present along portion of the segment.
School zone is present. Horizontal curve is present along the segment. High driveway density on easterly side and low driveway density on westerly side.
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Service, Retail, Lodging, Office, and Industrial
Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 40 --> 40 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, and employment centers (ped-bike generator): 40 --> 35
Speed Limit Change? No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 333 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 2
29 1
30 3
31 32 5
33 2
34 3
35 5
36 5
37 4
38 4
39 3
40 2
41 2
42 3
43 1
44 2
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 50 27 - 47 36 mph 42 mph 32 - 41 35 70% 14% / 7 16% / 8
SPEED PARAMETERS
9th St Bet Tully Rd & L St
City of Modesto
Northbound Spot Speeds
09:55-10:30
8/19/2025
Project #: 25-090090-002
0246
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
#5..
- 334 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Weather: 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 1
30 3
31 2
32 3
33 4
34 5
35 6
36 8
37 4
38 5
39 1
40 3
41 2
42 3
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 50 29 - 42 36 mph 40 mph 29 - 38 41 82% 0% / 0 18% / 9
SPEED PARAMETERS
9th St Bet Tully Rd & L St
City of Modesto
Southbound Spot Speeds
09:55-10:30
8/19/2025
Project #: 25-090090-002
0 2 4 6 810
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
#5..
- 335 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 2
29 2
30 6
31 2
32 8
33 6
34 8
35 11
36 13
37 8
38 9
39 4
40 5
41 4
42 6
43 1
44 2
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 100 27 - 47 36 mph 40 mph 32 - 41 76 76% 13% / 13 11% / 11
SPEED PARAMETERS
9th St Bet Tully Rd & L St
City of Modesto
Northbound & Southbound Spot Speeds
09:55-10:30
8/19/2025
Project #: 25-090090-002
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
#5..
- 336 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_002
NB SB EB WB Total
6,852 8,612 0 0 15,464
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 15 14 29 12:00 116 154 270 00:00 01:00 41 36 77
0:15 10 8 18 12:15 99 131 230 01:00 02:00 27 29 56
0:30 96 15 12:30 109 119 228 02:00 03:00 22 25 47
0:45 78 15 12:45 115 146 261 03:00 04:00 25 52 77
1:00 68 14 13:00 116 134 250 04:00 05:00 53 58 111
1:15 8 10 18 13:15 138 133 271 05:00 06:00 113 130 243
1:30 33 6 13:30 136 118 254 06:00 07:00 197 256 453
1:45 10 8 18 13:45 136 144 280 07:00 08:00 389 518 907
2:00 58 13 14:00 159 122 281 08:00 09:00 452 587 1039
2:15 10 7 17 14:15 151 138 289 09:00 10:00 408 516 924
2:30 27 9 14:30 132 160 292 10:00 11:00 439 460 899
2:45 53 8 14:45 126 186 312 11:00 12:00 668 517 1185
3:00 54 9 15:00 116 186 302 12:00 13:00 439 550 989
3:15 4 16 20 15:15 119 173 292 13:00 14:00 526 529 1055 3:30 7 15 22 15:30 135 184 319 14:00 15:00 568 606 1174 3:45 9 17 26 15:45 119 185 304 15:00 16:00 489 728 1217 4:00 13 10 23 16:00 133 173 306 16:00 17:00 538 790 1328 4:15 84 12 16:15 133 202 335 17:00 18:00 453 856 1309
4:30 14 23 37 16:30 144 206 350 18:00 19:00 288 429 717 4:45 18 21 39 16:45 128 209 337 19:00 20:00 226 346 572 5:00 12 19 31 17:00 139 239 378 20:00 21:00 186 234 420 5:15 26 33 59 17:15 126 247 373 21:00 22:00 128 168 296 5:30 33 26 59 17:30 97 226 323 22:00 23:00 106 131 237
5:45 42 52 94 17:45 91 144 235 23:00 00:00 71 61 132
6:00 40 28 68 18:00 92 131 223
6:15 45 57 102 18:15 68 108 176 NB SB EB WB TOTAL
6:30 52 75 127 18:30 53 112 165 00:00 to 12:00
6:45 60 96 156 18:45 75 78 153 2834 3184 6018
7:00 64 110 174 19:00 69 90 159 11:00 7:45 11:00
7:15 90 105 195 19:15 45 93 138 668 632 1185
7:30 116 131 247 19:30 50 69 119 0.861 0.903 0.938
7:45 119 172 291 19:45 62 94 156
8:00 108 151 259 20:00 50 61 111 12:00 to 00:00
8:15 104 175 279 20:15 48 59 107 4018 5428 9446
8:30 115 134 249 20:30 45 54 99 13:30 16:45 16:30
8:45 125 127 252 20:45 43 60 103 582 921 1438
9:00 103 135 238 21:00 40 43 83 0.915 0.932 0.951
9:15 112 123 235 21:15 32 60 92
9:30 85 132 217 21:30 32 39 71 07:00 to 09:00
9:45 108 126 234 21:45 24 26 50 841 1105 1946
10:00 92 103 195 22:00 26 30 56 8:00 7:45 7:45
10:15 96 118 214 22:15 33 21 54 452 632 1078
10:30 121 117 238 22:30 25 35 60 0.904 0.903 0.926
10:45 130 122 252 22:45 22 45 67
11:00 194 109 303 23:00 22 23 45 16:00 to 18:00
11:15 186 107 293 23:15 20 17 37 991 1646 2637
11:30 143 130 273 23:30 12 10 22 16:15 16:45 16:30
11:45 145 171 316 23:45 17 11 28 544 921 1438
TOTALS 2834 3184 0 0 6018 TOTALS 4018 5428 0 0 9446 0.944 0.932 0.951 SPLIT % 47% 53% 0% 0% 39% SPLIT % 43% 57% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services
VOLUME
9th St Bet Tully Rd & L St
8/12/2025
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
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
700
800
900
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00
NB SB EB WB
#5..
- 337 -
Street: 6th Street
Limits: M Street to Sierra Drive
Direction: EB/WB
Date/Location of Survey 08/19/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 50
85th Percentile (mph) 40
10 mph Pace 27-36
Percent in Pace 64%
Average Daily Traffic (ADT) 9,010
Length of Segment (mi.) 0.90
Street Classification Downtown Collector
Date Range Covered Jan 1, 2022 - Dec 31, 2024
Total Accidents 90
Accident Rate (Acc/MVM) 10.15
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Approved and Authorized for release by the City of Modesto:
Signed:
Title:
An one-way 2 to 4-lane downtown collector. The southern end of the segment consists of an undivided section approximately 930 feet in length, with double yellow centerlines serving as the median. Concrete sidewalk is continuous on the east side, while it is discontinuous on the west side of the segment, No bicycle facilities are present . Intersections with G Street, H Street , I Street, K Street and L Street are signalized, while the others are stop controlled. No left turn and right turn pockets are present along the segment. Standard marked crosswalks are present at all intersections except with M Street, J Street, D Street and Sierra Drive. Yellow marked school crosswalk is present at intersection with K Street. On-street parking on easterly side is present along the segment.
School zone is present. No horizontal or vertical curves exist along the segment. High driveway density on easterly side of the segment.
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
D. Roadway Conditions
Service, Retail, Institutional, Residential, Office and Medical.
Signed: Max Navarro Nayan Amin, TE
Title: Associate Engineer, City of Modesto President, TJKM Transportation Consultants §22358.6(a) - Round the speed limit to the nearest 5-mph from the 85th percentile speed: 40 --> 40 §22358.7 - Lower the speed limit by 5-mph from the rounded speed due to presence of sidewalk/crosswalk, retail land use, medical facility, Church and school (ped-bike generator): 40 --> 35 §22358.8 - Retain the currently adopted speed limit due to high collision rate as compared to statewide average collision rates and there is no addition of general purpose lane: 35 --> 30 Speed Limit Change? No
Existing Speed Limit: 30 Recommended Speed Limit: 30
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. #5..
- 338 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Weather: 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
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 0 0 - 0 0 mph 0 mph 990 - 999 0 #DIV/0! #DIV/0! #DIV/0!
SPEED PARAMETERS
6th St Bet M St & Sierra Dr
City of Modesto
Eastbound Spot Speeds
10:50-11:30
8/19/2025
Project #: 25-090090-003
0 2
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
#5..
- 339 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 3
25 2
26 1
27 1
28 3
29 4
30 7
31 2
32 2
33 4
34 2
35 5
36 2
37 38 3
39 40 2
41 42 1
43 44 2
45 2
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 50 23 - 47 32 mph 40 mph 27 - 36 32 64% 14% / 7 22% / 11
SPEED PARAMETERS
6th St Bet M St & Sierra Dr
City of Modesto
Westbound Spot Speeds
10:50-11:30
8/19/2025
Project #: 25-090090-003
02468
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
#5..
- 340 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 3
25 2
26 1
27 1
28 3
29 4
30 7
31 2
32 2
33 4
34 2
35 5
36 2
37 38 3
39 40 2
41 42 1
43 44 2
45 2
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 50 23 - 47 32 mph 40 mph 27 - 36 32 64% 14% / 7 22% / 11
SPEED PARAMETERS
6th St Bet M St & Sierra Dr
City of Modesto
Eastbound & Westbound Spot Speeds
10:50-11:30
8/19/2025
Project #: 25-090090-003
0 510
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
#5..
- 341 -
Day: Tuesday City: Modesto
Date: Project #: CA25_090089_003
NB SB EB WB Total
0 0 0 9,010 9,010