Agenda packet — Safety and Communities Committee, May 11, 2026 (part 1 of 2)

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www.modestogov.com
AGENDA
City of Modesto

SAFETY AND COMMUNITIES COMMITTEE

COUNCIL WORKSHOP
2001-40 Del Puerto Room.

Tenth Street Place, 1010 10th Street
Modesto, California
Monday, May 11, 2026 at 4:00 PM
Roll Call: Chris Ricci, Chair
Rosa Escutia-Braaton, Vice-Chair
Jeremiah Williams, Member
Alternates: Eric Alvarez, Nick Bavaro, David Wright, Sue Zwahlen Council has not delegated directive or final approval authority to the Committees.

Committee actions are recommendations to the full City Council, not final decisions on an issue. * Public Comment will only be in-person. Members of the public who wish to address the Committee, by providing public comment, during the meeting must do so in-person in the 2001-40 Del Puerto Room. 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.
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“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.

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 Committee meeting via Zoom
The City of Modesto is now offering the ability to view Committee 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 Committee meeting.

Joining the Committee 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

PUBLIC COMMENT PERIOD
Three-minute time limit per speaker.

Only interested persons in the audience may present these matters. Under State law, Committee Members 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 Committee Member or the Committee itself may take action to direct staff to place a matter of business on a future agenda.
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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 Committee Members 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 www.modestogov.com/councilmeetings.

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 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
Any and all of the following agenda items are subject to action by the Modesto City Council.

CONSENT ITEMS – ROLL CALL VOTE REQUIRED:

Information concerning the consent items listed below has been forwarded to each Committee Member prior to this meeting for study. Unless some member of the audience or Committee Member has a question concerning an item and asks that it be withdrawn from the consent list, the Committee approves the items at one time. The action taken by the Committee 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 Committee member.

Consent

1. Consider an Ordinance amending Municipal Code Section 3-2.1401.1 to determine and designate speed limit changes and forwarding to Council for approval. (Funding Source: Police Department Fund – 1600)
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• Motion recommending 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 and forwarding to Council for approval.

ENGINEERING SERVICES; Michael Sacuskie, 209-571-5552,
[email protected]
Consent

2. Consider 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, and forwarding to Council for approval. (Funding Source: Measure H and TRRP CIP Fund) • Motion recommending 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, and forwarding to Council for approval.
• Motion recommending 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 forwarding to Council for approval.

ENGINEERING SERVICES; Nathan Houx, 209-571-5526, [email protected] Consent

3. Consider 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, and forwarding to Council for approval. (Funding Source: Police Grants) • Motion recommending 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 forwarding to Council for approval.

POLICE DEPARTMENT; Bob Meredith, 209-572-9500, [email protected] Consent

4. Consider 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 years and forwarding to Council for approval. (Funding Source: General Fund) - 4 -
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• Motion recommending the Sole Source Agreement with San Diego Police Equipment, Co. Inc, San Diego, CA, for Federal Brand Ammunition for a oneyear Agreement with four one-year extension options, for an estimated annual amount $250,000, and a total amount not to exceed $1,250,000 over five years; and forwarding to Council for approval.

POLICE DEPARTMENT; Jessica Nicholson, 209-572-9500,
[email protected]
Consent

5. Consider the adoption of policy documents governing operations and hangar leasing at the Modesto City-County Airport and forwarding to Council for approval. (Funding Source: Not Applicable)
• Motion recommending the adoption of policy documents governing operations and hangar leasing at the Modesto City-County Airport which include Airport Minimum Standards, T-Use Policy, and Airport Leasing Policy and forwarding to Council for approval.

PUBLIC WORKS; Marisol Navarro, 209-577-5319, [email protected]

NEW BUSINESS

6. Consider accepting the 2025 Rental Housing Safety Program Annual Report. (Funding Source: Measure H/Inspection Fees)
• Motion accepting the 2025 Rental Housing Safety Program Annual Report CED; Oscar Diaz, 209-571-5885, [email protected]

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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CITY OF MODESTO

COMMITTEE AGENDA REPORT
DATE OF MEETING:

May 11, 2026
April 15, 2026
TO: Safety and Communities Committee
Chris Ricci, Chair
Rosa Escutia-Braaton, Vice Chair
Jeremiah Williams, Member
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 to determine and designate speed limit changes and forwarding to Council for approval. (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 1 https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?division=11.&chapter=7.&lawCode=VEH&article =1
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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. • 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 an 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.
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&sectionNum=22357 #1..
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Extended school zone speed limits; reference California Manual on Uniform Traffic Control Devices (CA MUTCD) section 7B.165.

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, 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 have 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 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 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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history. The SS4A plan identified a list of road segments for consideration to be designated Safety Corridors based on collision data collected SS4A development.

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.

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.

CEQA/NEPA REQUIREMENTS:

This is not a project as defined by CEQA guidelines, Categorical Class III, Section 15303.

RECOMMENDED COMMITTEE ACTION:

Staff Recommendations:

Motion recommending 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 and forwarding to Council for approval.

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
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-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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-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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-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 CLAUS ROAD, between Scenic Drive
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-C.S.

Effective: MONTH DAY , 2026
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 #1..
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-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 #1..
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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 #1..
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-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 #1..
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-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 #1..
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-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 PALMWOOD DRIVE, between
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-C.S.

Effective: MONTH DAY , 2026
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 #1..
- 19 -
-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
#1..
- 20 -
-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 SONOMA AVENUE, between
#1..
- 21 -
-13-
-C.S.

Effective: MONTH DAY , 2026
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 #1..
- 22 -
-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
#1..
- 23 -
-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 #1..
- 24 -
-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
#1..
- 25 -
-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
#1..
- 26 -
-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
#1..
- 27 -
-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
#1..
- 28 -
-20-
-C.S.

Effective: MONTH DAY , 2026
and El Camino Avenue 15 miles per hour
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
#1..
- 29 -
-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
#1..
- 30 -
-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. #1..
- 31 -
-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.
#1..
- 32 -
-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
#1..
- 33 -
-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:
#1..
- 34 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)

Page 1 of 17 ends

3-2.1401.1 Change in Speed Limits Set by State Law; For Purpose of Enforcement Using Radar or Other Electronic Device.

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
#1..
- 35 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)

Page 2 of 17 ends

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
#1..
- 36 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)

Page 3 of 17 ends

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
#1..
- 37 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)

Page 4 of 17 ends

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
#1..
- 38 -
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(Supp. No. 67)

Page 5 of 17 ends

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
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(Supp. No. 67)

Page 6 of 17 ends

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
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Page 7 of 17 ends

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
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Page 8 of 17 ends

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
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Page 9 of 17 ends

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
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(Supp. No. 67)

Page 10 of 17 ends

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
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(Supp. No. 67)

Page 11 of 17 ends

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
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(Supp. No. 67)

Page 12 of 17 ends

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
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(Supp. No. 67)

Page 13 of 17 ends

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
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(Supp. No. 67)

Page 14 of 17 ends

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 #1..
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(Supp. No. 67)

Page 15 of 17 ends

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 #1..
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(Supp. No. 67)

Page 16 of 17 ends

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
#1..
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Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)

Page 17 of 17 ends

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) #1..
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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
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Engineering and Traffic Survey
April 2, 2026
City of Modesto, California
Final Report
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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 #1..
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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 #1..
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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 #1..
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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.
#1..
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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%
#1..
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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%
#1..
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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%
#1..
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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%
#1..
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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%
#1..
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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%
#1..
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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
#1..
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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
#1..
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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
#1..
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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
#1..
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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 #1..
- 93 -
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
#1..
- 94 -
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
#1..
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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 #1..
- 96 -

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
#1..
- 97 -
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. #1..
- 98 -
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
#1..
- 99 -
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
#1..
- 100 -
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
#1..
- 101 -
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
#1..
- 102 -
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
#1..
- 103 -
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
#1..
- 104 -
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
#1..
- 105 -
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
#1..
- 106 -
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
#1..
- 107 -
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
#1..
- 108 -
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
#1..
- 109 -
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
#1..
- 110 -
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
#1..
- 111 -
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
#1..
- 112 -
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
#1..
- 113 -
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
#1..
- 114 -
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
#1..
- 115 -
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
#1..
- 116 -
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
#1..
- 117 -
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
#1..
- 118 -
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
#1..
- 119 -

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 #1..
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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 #1..
- 121 -
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
#1..
- 122 -
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.
#1..
- 123 -
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
#1..
- 124 -
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
#1..
- 125 -
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
#1..
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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
#1..
- 127 -
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
#1..
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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 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
#1..
- 129 -

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 #1..
- 130 -

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
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Figure 8: Recommended Speed Limits
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Recommended Speed
Modesto City Limits
City Roadways
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CITY OF MODESTO

COMMITTEE AGENDA REPORT
DATE OF MEETING:

May 11, 2026
Date: April 22, 2026
TO: Safety and Communities Committee
Chris Ricci, Chair
Rosa Escutia-Braaton, Vice-Chair
Jeremiah Williams, Member
THROUGH: Joseph P. Lopez, City Manager
FROM: Toby Wells, Director of Engineering Services/City Engineer SUBJECT: Award Construction Contract for the 2025 Restroom Replacement Project CONTACT: Nathan Houx, Parks Planning and Development Manager, [email protected], 209-571-5526
DESCRIPTION:

Consider 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, and forwarding to Council for approval. (Funding Source: Measure H and TRRP CIP Fund) STRATEGIC PLAN ELEMENT:

This item is consistent with the following 2025-2026 Strategic Plan Area of Focus:

Quality of Life.

BACKGROUND:

With an estimated $70+ million in deferred maintenance in our park system, a multi-year plan was established to help systematically address deferred maintenance. In June 2024, by Resolution 2024-190, Council approved the FY 2024-2025 budget, which included $2,200,000 of Measure H funding for year two (2) of the deferred park maintenance plan. As part of year two (2) deferred park maintenance allocation, $450,000, was budgeted for the restroom replacement at Sherwood Park.

On July 11, 2023, by Resolution 2023-349, Council approved American Rescue Plan Act funding of $350,000 for the TRRP Picnic Area B Renovation, which includes the replacement of the restroom at TRRP, Area B.
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To begin work on the restroom renovations, staff first sought Council approval for the purchase of the two pre-manufactured restroom buildings. On January 23, 2024, by Resolution 2024-018, Council approved the purchase of the restroom building for TRRP, Area B, for a total not to exceed, $328,676. The approval of the restroom building purchase for Sherwood Park came on December 9, 2025, by Resolution 2025- 417, for a total not to exceed $294,665.

The 2025 Restroom Replacement Project consists of the replacement of existing restroom buildings at Sherwood Park and TRRP Area B with pre-manufactured restrooms. The old restrooms and concrete paving will be removed and replaced with new ADA compliant elements, along with adjustments to the electrical, sewer, water, and irrigation lines for the new buildings.

DISCUSSION:

The project was advertised for bids in OpenGov on March 6, 2026. Bids were publicly opened on April 14, 2026, pursuant to City Charter Section 1307 and four (4) bids were received; however, two (2) bids were deemed non-responsive. Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA, was determined to be the responsible bidder with the lowest responsive bid of $547,910. The bid tabulation is attached, and a summary of the responsive bids is below:

The bid analysis is:

Number of bids received 2
Number of bids within 10% of engineer’s estimate 2
Number of bids above the engineer’s estimate 0
Number of bids below the engineer’s estimate 2
Percent low bid is below the engineer’s estimate 7.79%
Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA, was 7.79% below the engineer’s estimate. The next lowest bid was 1.98% below the engineer’s estimate.

Bidder competition and participation was evident even though the City only received two (2) responsive bids.

Modesto Municipal Code Section 8-3.203 generally requires all purchases which meet or exceed $100,000 for material, equipment, or contractual services to be formally bid.

The award of contract for the construction of the 2025 Restroom Replacement Project, to Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA, conforms to the Modesto Municipal Code because the City complied with the formal bid procedures and Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA, was the lowest responsive and responsible bidder.

The City’s “Change Order Approval Policy” enacted by Council Resolution No. 1994- 443 on July 19, 1994, revised on July 9, 2019, by Council Resolution No. 2019-326, and revised a second time on September 12, 2023, by Council Resolution No. 2023-405, #2..
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established a contract change order authority of 10% for construction contracts up to $10,000,000. However, staff is requesting the Engineering Services Director’s Authority to issue change orders be set at approximately 11% ($59,956) of the construction contract amount, because this project is a small renovation project that has the potential for a higher percentage of change orders.

While the contingency policy is utilized for each construction contract awarded by the City, it is not written into each contract, nor is it a guaranteed amount included in the final compensation to the contractor. Prior to bidding a project, staff works diligently to ensure that all projects and bid packages contain well-defined scopes of work and that all projects stay within budget.

FISCAL IMPACT:

Funding for this project is budgeted in Non-Capital Improvement Projects (Non-CIP) account #101603 (24-25 Deferred Maint - Measure H) and account #101478 (TRRP B Improvements). Additional funds, in the amount of $250,059, will be required to complete the project. Surplus Measure H funds leftover from other projects that were designated in the Non-CIP account #101602 and #101605 will be transferred to account #101603 to fully fund the Sherwood Park restroom. In addition, funds from the TRRP CIP Fund will be used to fully fund the TRRP B restroom. The project’s revenue and expense budget are outlined below:

Funding Sources
Project 101603 - AU C – Sherwood Rstm Rep $ 450,000
Project 101602 (remaining funds from completed tasks) $ 63,282 Project 101605 (remaining funds from completed tasks) $ 164,203 Project 101478 – TRRP B Improvements $ 875,034
TRRP CIP Fund $ 22,574
Total Funding Sources $1,575,093

ESTIMATED CONSTRUCTION EXPENSES
Construction $ 547,910
Construction Contingency (11%) $ 59,956
Construction Administration – City Staff (11%) $ 59,956 Design Support During Construction and Permitting (3%) $ 18,068 Previously Spent/Committed $ 889,203
Total Estimated Project Cost $1,575,093
It’s important to note that account #101478 also includes expenses and revenue of approximately $500,000 that was previously expended to fund the TRRP B Picnic Area Improvements.

CEQA/NEPA REQUIREMENTS:
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City staff prepared a Notice of Exemption No. EA/PR&N 2025-08, and the project is categorically exempt from CEQA because it is a minor alteration to an existing facility involving a negligible or no expansion of use.

RECOMMENDED COMMITTEE ACTION:

Staff Recommendations:

Motion recommending 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, and forwarding to Council for approval.

Motion recommending 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 forwarding to Council for approval.

Approved by:

Toby Wells, Director of Engineering
Services/City Engineer
Joseph P. Lopez, City Manager
Attachments:

1. Construction Contract – Taylor Backhoe Service, Inc. dba TBS Contractors of Merced, CA.

2. Bid Results
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CONSTRUCTION CONTRACT
MODESTO 2025 RESTROOM REPLACEMENTS
This Agreement, made and entered into in the City of Modesto, County of Stanislaus, State of California, this 9th day of June, 2026, by and between the City of Modesto, a municipal corporation of the State of California, hereinafter called City, and Taylor Backhoe Service, Inc. dba TBS Contractors, a California Corporation, hereinafter called Contractor, RECITALS:

WHEREAS, the City Manager of the City of Modesto, authorized the call for bids, approved the Plans and Specifications prepared under the direction of the Director of Engineering Services Department for the MODESTO 2025 RESTROOM REPLACEMENTS project and directed the City Clerk to advertise for sealed bids for doing said work and providing that bids be submitted on the 14th day of April, 2026; and
WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, Contractor, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which is now on file in the office of the City Clerk of the City of Modesto, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a regular meeting of the City Council held on the 9th day of June, 2026 by Resolution 2026-______ the Council found and declared the bid of Contractor to be the lowest responsive bid and thereupon awarded a Contract to Contractor to do the Work referred to in the aforementioned Plans and Specifications.

NOW, THEREFORE, the parties hereto mutually agree as follows:

1. SCOPE OF WORK
SCOPE OF WORK, hereinafter called the Work.
a. Contractor shall furnish all labor, materials and equipment necessary to complete the Work as specified in the Plans and Specifications entitled MODESTO 2025 RESTROOM REPLACEMENTS City of Modesto, Engineering
Services Department, Project Number 2026-05, and in strict accordance with the conditions of the complete Contract Documents. All incidental Work not included in the Contract Documents or specified herein which is necessary to complete the Work so as to provide the system described, or shown, shall be furnished and installed as part of this Agreement at no additional cost to the City. The Work shall be complete and ready for service as described in the Contract Documents to the satisfaction of the Director of Engineering Services.
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b. Contractor shall do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Engineering Services of the City of Modesto.
c. Contractor shall do and perform the Work contemplated hereby and shall furnish all labor, materials, tools and equipment therefore at the prices herein specified to, wit:

CONTRACTOR’S BID
Item
No.

Item Description Unit of
Measure
Estimated
Quantity
Unit Price
(Figures)
Total Price
(Figures)
BASE BID – SHERWOOD PARK

1. Mobilization/Demobilization
(Max 5%)
LS 1 $12,000.00 $12,000.00

2. Temporary Erosion &
Sediment Control LS 1 $5,258.40 $5,258.40

3. Temporary Construction
Fencing LS 1 $2,479.20 $2,479.20

4. Site Preparation (Clearing,
Grubbing, Demolition,
Disposal, & Site Grading)
LS 1 $16,452.00 $16,452.00

5. Building, Hardscape &
Electrical Demolition LS 1 $20,917.20 $20,917.20

6. Tree Protection LS 1 $23,496.00 $23,496.00

7. Sewer Tie-In EA 1 $6,000.00 $6,000.00

8. 6” Sanitary Sewer Line LF 61 $177.28 $10,814.08

9. Sanitary Sewer Clean Out EA 2 $1,155.90 $2,311.80

10. Water Tie-In EA 1 $8,712.00 $8,712.00

11. 2” Water Line LF 61 $180.03 $10,981.83

12. 1” Water Line LF 8 $457.58 $3,660.64

13. 5” Reinforced Concrete
Flatwork (Site Finish ‘A’) SF 1009 $23.27 $23,479.43

14. Organic Mulch (Site Finish
‘D’) SF 1441 $5.75 $8,285.75

15. Bi-Level Drinking Fountain
with Dog Bowl and Bottle
Filler (Site Feature ‘2’)
EA 1 $12,180.00 $12,180.00

16. New Valley Gutter LF 10 $639.60 $6,396.00
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Item
No.

Item Description Unit of
Measure
Estimated
Quantity
Unit Price
(Figures)
Total Price
(Figures)

17. Restroom Building Installation
and Coordination (Site Feature
‘1’)
LS 1 $6,158.40 $6,158.40

18. 6” Base Pad Prep for Prefab
Restroom Building SF 168 $38.79 $6,516.72

19. Site Electrical System
Improvements LS 1 $28,662.00 $28,662.00

20. Soil Conditioning &
Amendments SF 1364 $2.64 $3,600.96

21. Sodded Turf – Renovation at
Edge of New Construction SF 1364 $3.52 $4,801.28

22. Irrigation System Renovation
at Edge of New Construction LS 1 $9,000.00 $9,000.00

23. Relocation and Wiring of
Existing Irrigation Controller LS 1 $10,440.00 $10,440.00

24. Temporary Power for Irrigation
Controller & Site Electrical LS 1 $4,726.80 $4,726.80

25. Landscape Maintenance
Establishment Period (45 Days) LS 1 $4,800.00 $4,800.00

26. Abatement LS 1 $3,024.00 $3,024.00

27. Temporary Traffic Control LS 1 $3,079.20 $3,079.20
SUBTOTAL BASE BID $258,233.69
BID ALTERNATE NO. 1 - TRRP AREA B
101. Mobilization/Demobilization
(Max 5%) LS 1 $12,000.00 $12,000.00
102. Temporary Erosion &
Sediment Control LS 1 $5,258.40 $5,258.40
103. Temporary Construction
Fencing LS 1 $2,479.20 $2,479.20
104. Site Preparation (Clearing,
Grubbing, Demolition,
Disposal, & Site Grading)
LS 1 $16,452.00 $16,452.00
105. Building, Hardscape &
Electrical Demolition LS 1 $30,213.90 $30,213.90
106. Tree Protection LS 1 $23,496.00 $23,496.00
107. Sewer Tie-In EA 1 $5,820.00 $5,820.00
108. 6” Sanitary Sewer Line LF 12 $502.10 $6,025.20
109. Sanitary Sewer Clean Out EA 2 $3,399.60 $6,799.20
110. Water Tie-In EA 1 $8,580.00 $8,580.00
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Item
No.

Item Description Unit of
Measure
Estimated
Quantity
Unit Price
(Figures)
Total Price
(Figures)
111. 2” Water Line LF 56 $198.68 $11,126.08
112. 1” Water Line LF 26 $118.64 $3,084.64
113. 5” Reinforced Concrete
Flatwork (Site Finish ‘A’) SF 887 $17.83 $15,815.21
114. Asphalt Flatwork (Site Finish
‘B’) SF 183 $29.51 $5,400.33
115. Bi-Level Drinking Fountain
with Dog Bowl and Bottle
Filler (Site Feature ‘2’)
EA 1 $12,180.00 $12,180.00
116. Permanent Bollard (Site
Feature ‘3’) EA 8 $1,251.21 $10,009.68
117. Restroom Building Installation
Coordination (Site Feature ‘1’) LS 1 $6,158.40 $6,158.40 118. 6” Base Pad Prep for Prefab
Restroom Building SF 250 $26.06 $6,515.00
119. Site Electrical System
Improvements LS 1 $45,552.00 $45,552.00
120. Soil Conditioning &
Amendments SF 1750 $2.63 $4,602.50
121. Sodded Turf – Renovation at
Edge of New Construction &
Old Restroom Location
SF 1750 $3.52 $6,160.00
122. Irrigation System Renovation
at Edge of New Construction &
Old Restroom
LS 1 $11,760.00 $11,760.00
123. Relocation and Wiring of
Existing Irrigation Controller LS 1 $9,600.00 $9,600.00 124. Temporary Power for Irrigation
Controller, Pump, and Lift
Stations
LS 1 $16,708.80 $16,708.80
125. Landscape Maintenance
Establishment Period (45 Days) LS 1 $4,800.00 $4,800.00 126. Temporary Traffic Control LS 1 $3,079.20 $3,079.20 SUBTOTAL BID ALTERNATE NO. 1 $289,675.74
TOTAL BASE BID AND BID ALTERNATE NO. 1 $547,909.43

2. CONTRACT DOCUMENTS
The complete Agreement between the parties consists of the documents listed below, including any addenda to these documents. The documents are complementary and provide for a complete work; if a discrepancy exists, the governing rank of the documents is set forth, in descending order:
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a. Executed and signed, written Agreement;
b. Section 00800 Amendments and Supplements to the General Provisions c. All other sections of the Project Specifications;
d. Project Plans;
e. City Standard Details; current edition
f. City Standard Specifications; current edition
g. Revised State Standard Specifications;
h. State Standard Specifications;
i. Revised State Standard Plans;
j. State Standard Plans; and
k. All required Bonds.

All documents specified above are intended to operate so that any component of the Work called for in one and not mentioned in any other, or vice versa, is to be executed the same as if mentioned in all of the documents. The listed documents comprise the Contract Documents.

3. COMMENCEMENT AND COMPLETION OF THE WORK
The Work contemplated herein shall be commenced on the date specified in the Notice to Proceed for this Agreement. Completion of the work shall comply with the Specification. The Notice to Proceed shall not be issued until the Director of Engineering Services receives and has on file:
a. Proofs of insurance (approved by City Risk Manager), b. Bonds (approved by the City Attorney),
c. City of Modesto Business License, and
d. Executed Agreement.

Contractor will not be held responsible for failure to complete the Work within the specified time if delay is due to matters beyond its reasonable control. Contractor shall make all good faith attempts to overcome or to minimize such matters, and to finish the Work in the shortest reasonable amount of time.

4. PAYMENT
Payment for the Work to be done under this Agreement shall be at the price set forth in Section 1 hereof, and in accordance with the Contract Documents, which are incorporated herein by this reference.
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5. INDEMNITY
The Contractor shall hold the City, its agents, officers, employees, and volunteers, harmless from and save, defend and indemnify them against any and all claims, losses, liabilities, judgments or damages from every cause, including but not limited to injury to person or property or wrongful death, including reasonable costs and expenses of defense of any judicial or administrative action, arising directly or indirectly out of any negligent or intentional act or omission of Contractor, or its agents, officers, employees, or volunteers relating to or during the performance of its obligations under this Agreement. This provision does not apply to claims, loss, liability, damage or expense arising from (a) the sole negligence or willful misconduct of the City, or (b) the active negligence of the City.

Contractor's obligation to defend, indemnify, and hold the City, its agents, officers, and employees harmless under the provisions of this paragraph is not limited to or restricted by any requirement in this Agreement for Contractor to procure and maintain a policy of insurance.

6. INSURANCE
During the term of this Agreement, Contractor shall maintain in full force and effect at its own cost and expense the insurance coverage as set forth in Exhibit A, attached hereto and incorporated herein, and shall otherwise comply with the other provisions of Exhibit A. Contractor is responsible for uploading updated insurance documentation to the City’s “PINS Advantage” program.
a. Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance as required by Exhibit A for the duration of the project and through acceptance by City Council.

7. BONDS
The Contractor shall furnish City the following separate surety bonds:
a. Performance Bond. Within 5 business days after receipt of the Notice of Award and prior to commencement of Work, the Contractor shall furnish a separate surety bond in an amount equal to one hundred percent (100%) of the Agreement price, shall be for the faithful performance of the Agreement, shall be approved by City, and shall be secured from a surety or sureties satisfactory to City. b. Payment Bond. Within 5 business days after receipt of the Notice of Award and prior to commencement of Work, the Contractor shall furnish a separate surety bond in an amount at least equal to one hundred percent (100%) of the Agreement price as security for the payment of all persons for furnishing materials, provisions, or other supplies, or items, used in, upon, for, or about the performance of the Work contracted to be done; or for performing any work or labor thereon of any kind, and #2..
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for the payment of amounts due under the Unemployment Insurance Code with respect to such work or labor in connection with this Agreement, and for the payment of a reasonable attorney's fee to be fixed by the court in case suit is brought upon the bond.
c. Warranty Bond. Prior to issuance of a Notice of Completion for the contracted work, Contractor shall file with the City a Warranty Bond or equivalent security in the amount of ten percent (10%) of the estimated cost of the contracted work to guaranty and warranty the contracted work for a period of one (1) year following City Council acceptance thereof against any defective work or labor done, or defective materials furnished.

8. COMPLIANCE WITH ALL LAWS
Contractor hereby agrees that it and all subcontractors, if any, in the performance of the work described, designated and shown upon the Contract Documents herein referred to, will comply with all federal, state, county and municipal laws, rules and regulations which may be applicable to the work herein contracted for, whether now in existence or hereafter adopted.

9. TERMINATION OF AGREEMENT
Termination by City for Default of Contractor
Should Contractor default in the performance of this Agreement or materially breach any of its provisions, at its option, City may terminate this Agreement by giving written notification to Contractor. The termination date shall be the effective date of the notice. For the purposes of this section, material breach of this Agreement shall include, but not be limited to, any of the following: failure to perform required services or duties, willful destruction of City's property by Contractor, dishonesty or theft. Such termination shall be in accordance with the Contract Documents.

If this Agreement is terminated, Contractor shall cease all its work on the project as of the termination date and shall see to it that its employees, subcontractors and agents are notified of such termination and cease their work.

The Contractor understands and agrees that City may, in City's sole discretion, refuse to pay Contractor for that portion of Contractor's services which were performed by Contractor on the project prior to the termination date and which remain unacceptable and/or not useful to City as of the termination date.

Termination by City for Convenience
The City may terminate the Contractor's performance under the Agreement, either in whole or in part, at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the City is prevented from proceeding with the Agreement by act of God, by law, or by official action of a public authority, or upon a determination that such termination is in the best interest and convenience of the City, or whenever the City is prohibited #2..
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from completing the Work for any reason. The City shall provide no less than ten (10) days written notice of its intent to terminate the Agreement for convenience, and shall endeavor to provide the Contractor with consultation with the City prior to termination.

A. Upon receipt of a written Notice of Termination pursuant to this section, the Contractor shall:

1. Cease its work as directed in the Notice of Termination as of the termination date and see to it that its employees, subcontractors and agents are notified of such termination and act as specified in the Notice of Termination;

2. Terminate all orders and Subcontractors except as necessary to complete any portion of the Work that is not terminated;

3. If directed in writing by the City to do so, assign all right, title and interest in subcontracts and materials in progress to City, in which case the City will have the right at its discretion to settle, or pay any or all claims arising out of the termination of such subcontractors, but in no event shall recovery by any Contractor or subcontractor include lost profits for portions of the Work not completed or undertaken, including materials not delivered;

4. Deliver or otherwise make available to the City all data, drawings, specifications, reports, estimates, summaries and such other information and material as may have been accumulated by the Contractor in performing the Work whether completed or in process;

5. Settle outstanding liabilities and claims, subject to the approval of City;

6. Complete performance of such part of the Work as has not been terminated;

7. Take such other actions as may be necessary, or as may be directed by the City for the protection and preservation of the Work and/or property related to the Work;

8. If City so requests, and at City's cost, Contractor shall provide sufficient oral or written status reports to make City reasonably aware of the status of Contractor's work on the project.

B. City will pay Contractor an amount based on the percentage of work completed in accordance with the Notice of Termination. The final payment to the Contractor after termination for convenience shall be limited to amounts due and owing under the Agreement at time of termination, including the following:

1. Any actual costs incurred by the Contractor for restocking charges;

2. The agreed upon price of protecting the Work in any manner, if any, as directed by the City;
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3. The cost of settling and paying valid claims arising out of the termination of the Work such as subcontract agreements or contracts for materials;

4. The Agreement price allocable to the portion of the Work properly performed or goods supplied by the Contractor as of the date of termination, as determined in accordance with the Notice of Termination, reduced by any sums previously paid to the Contractor.

C. The City shall have the right to withhold any portion or the whole of the final payment under this provision in the event there are any outstanding Claims for compensation asserted either by the City against the Contractor or by any third party against the City or the Contractor which arise out of the Contractor's work.

Authorization to Terminate Agreement
Termination of the Agreement may be invoked by the City Manager, or his/her designee, subject to the right of the Contractor to appeal the City Manager, or his/her designee’s, decision to the City Council. The Contractor shall appeal by notifying the City Clerk in writing within ten (10) business days of receipt of notification from City to terminate the Agreement. In the event that termination of this Agreement is upheld by the City Council, any valid claims for delay shall be retroactive to the date of termination selected by the City Manager, or his/her designee.

10. NOTICES
Any notice, payment or instrument required or permitted by this Agreement to be given to either party shall be deemed to have been received when personally delivered, or one calendar week following deposit of the same in any United States Post Office, registered or certified mail, postage prepaid, addressed as follows:

CONTRACTOR: Taylor Backhoe Service, Inc. dba TBS
Contractors
Attn: Mr. Jacob Taylor, President
1605 E. Gerard Avenue
Merced, CA 95341-9077
Phone: (209) 384-8424
Fax: (209) 384-7629
CITY: City of Modesto
Director of Engineering Services
P.O. Box 642
Modesto, CA 95353
Phone (209) 577-5444
Fax (209) 577-4302
Each party may change its address for delivery of notice by delivering written notice of such change of address to the other party.
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11. WORKFORCE REQUIREMENTS
Contractor included both a signed Local Hire Certification as well as a Skilled and Trained Workforce Certification with its bid, and such certifications are incorporated herein by reference. Contractor shall comply with all applicable requirements, including record keeping requirements, of Articles 7 and 8 of Chapter 3 of the Modesto Municipal Code.

12. EXECUTION OF AGREEMENT
The undersigned signatory(ies) for Contractor warrant(s) and represent(s) that he/she/they is/are legally competent to execute the Agreement and has/have full authority to execute this Agreement.

13. DISPUTE RESOLUTION
All claims, controversies, or disputes arising out of or relating to this Agreement, including its performance by either party, shall be finally resolved by arbitration in accordance with the Contract Documents.

14. MISCELLANEOUS
Time is of the essence of this Agreement.
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IN WITNESS WHEREOF, the City of Modesto, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. 2026-______ adopted by the Council of the City of Modesto on the 9th day of June, 2026, and Contractor has caused this Agreement to be duly executed.

CITY OF MODESTO
a municipal corporation
Taylor Backhoe Service, Inc. dba TBS
Contractors
a California corporation

By: ________________________________ By: ________________________________ JOSEPH P. LOPEZ, City Manager (Name & Title)
By: ________________________________
(Name & Title)
ATTEST:
(Seal)
By: ________________________________

DIANE NAYARES-PEREZ, CMC,
City Clerk
Federal ID# 77-0573963

APPROVED AS TO FORM:

By: ________________________________
JOSE M. SANCHEZ, City Attorney *Corporations – signature of two (2) officers required or one (1) officer plus corporate seal
Partnership – signature of a partner required
By: ________________________________ Sole Proprietorship – signature of proprietor required MATTHEW BRALEY, ARM-PE, Risk
Manager

Revised 11/25/2024
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Exhibit A-1 City of Modesto
Modesto 2025 Restroom Replacements
Exhibit A:

Insurance Requirements for Construction Contracts
Contractor shall procure and maintain for the duration of the contract, and for 5 years thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Contractor, their agents, representatives, employees, or subcontractors.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form CA 0001 covering Code 1 (any auto), with limits no less than $5,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Builder’s Risk (Course of Construction) insurance, utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions, is required.

5. Professional Liability, with limits no less than $2,000,000 per occurrence or claim (and $2,000,000 policy aggregate), is not required.

6. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions insurance, with limits no less than $2,000,000 per occurrence or claim (and $2,000,000 policy aggregate), is required.

If the contractor maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. #2..
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Exhibit A-2 City of Modesto
Modesto 2025 Restroom Replacements
Umbrella or Excess Coverage
The Contractor may use Umbrella or Excess Policies to provide the liability limits as required in this agreement. This form of insurance will be acceptable provided that all of the Primary and Umbrella or Excess Policies shall provide all of the insurance coverages herein required, including, but not limited to, primary and non-contributory, additional insured, Self-Insured Retentions (SIRs), indemnity, and defense requirements. The Umbrella or Excess policies shall be provided on a true “following form” or broader coverage basis, with coverage at least as broad as provided on the underlying Commercial General Liability insurance. No insurance policies maintained by the Additional Insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Contractor’s primary and excess liability policies are exhausted.

The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City of Modesto, its officers, officials, employees, agents, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance with coverage equal to ISO form CG 2010. For completed operations, a separate endorsement equal to ISO form CG 2037 is required.

Primary Coverage
The Additional Insured coverage under the Contractor’s policy shall be “primary and noncontributory” and will not seek contribution from the City’s insurance or self-insurance and shall be at least as broad as CG 20 01 04 13. The City of Modesto does not accept endorsements limiting the Contractor’s insurance coverage to the sole negligence of the Named Insured.

Builder’s Risk (Course of Construction) Insurance
Contractor may submit evidence of Builder’s Risk insurance in the form of Course of Construction coverage. Such coverage shall name the Entity as a loss payee as their interest may appear. If the project does not involve new or major reconstruction, at the option of the Entity, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery, or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the Entity’s site. #2..
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Exhibit A-3 City of Modesto
Modesto 2025 Restroom Replacements
Claims Made Policies

If any coverage required is written on a claims-made coverage form:

1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.

3. If coverage is cancelled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.

4. A copy of the claims reporting requirements must be submitted to the Entity for review.

5. If the services involve lead-based paint or asbestos identification/remediation, the Contractors Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City.

Waiver of Subrogation
Contractor hereby grants to City a waiver of any right to subrogation which any insurer of said Contractor may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

Self-Insured Retentions
All Self-insured retentions must be disclosed to Risk Management for approval and shall not reduce the limits of liability. The City may require the Contractor to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. Any and all deductibles and SIRs shall be the sole responsibility of Contractor or subcontractor who procured such insurance and shall not apply to the Indemnified Additional Insured Parties. #2..
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Exhibit A-4 City of Modesto
Modesto 2025 Restroom Replacements
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Verification of Coverage
Contractor shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause and a copy of the Declarations and Endorsements Pages of the CGL and any Excess policies listing all policy endorsements. All certificates and endorsements are to be received and approved by the City’s Risk Management Division before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. Failure to exercise this right shall not constitute a waiver of right to exercise later.

Duration of Coverage
CGL & Excess liability policies for any construction related work, including, but not limited to, maintenance, service, or repair work, shall continue coverage for a minimum of 5 years for Completed Operations liability coverage. Such Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Certificate Holder Address
Proper address for mailing certificates, endorsements and notices shall be:

City of Modesto
Attn: Risk Management
1010 10th Street
Modesto, CA 95354
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Modesto 2025 Restroom Replacements
Bid Tabulation Tuesday, April 14, 2026
Project Title: Modesto 2025 Restroom Replacements
Project ID #: 2026-05
Vault ID #: 19-D-0408
Bid Opening: 4/14/2026 at 11:00 AM Designer: Westwood Professional Basis of Award: Base Bid & Bid Alternate 1 Design Manager: Jonathan Reynoso Project Description: Project will replace two restrooms within the City of Modesto at Sherwood Park and TRRP Area B, with prefabricated restrooms. Electrical, sewer, water, and irrigation lines will be upgraded to meet the new building requirements.

Item # Item Description Units Quantity Unit Price Extension Apparent Low Bidder
Taylor Backhoe Service, Inc. dba TBS Contractors
Ph (209) 384-8424 1605 E. Gerard Avenue, Merced, CA 95341-9077 Base Bid

1. Mobilization/Demobilization (Max 5%) LS 1 $12,000.00 $12,000.00

2. Temporary Erosion & Sediment Control LS 1 $5,258.40 $5,258.40

3. Temporary Construction Fencing LS 1 $2,479.20 $2,479.20

4. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $16,452.00 $16,452.00 Disposal, & Site Grading)

5. Building, Hardscape & Electrical Demolition LS 1 $20,917.20 $20,917.20

6. Tree Protection LS 1 $23,496.00 $23,496.00

7. Sewer Tie-In EA 1 $6,000.00 $6,000.00

8. 6” Sanitary Sewer Line LF 61 $177.28 $10,814.08

9. Sanitary Sewer Clean Out EA 2 $1,155.90 $2,311.80

10. Water Tie-In EA 1 $8,712.00 $8,712.00

11. 2” Water Line LF 61 $180.03 $10,981.83

12. 1” Water Line LF 8 $457.58 $3,660.64

13. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 1,009 $23.27 $23,479.43

14. Organic Mulch (Site Finish ‘D’) SF 1,441 $5.75 $8,285.75

15. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $12,180.00 $12,180.00 Filler (Site Feature ‘2’)

16. New Valley Gutter LF 10 $639.60 $6,396.00

17. Restroom Building Installation and Coordination LS 1 $6,158.40 $6,158.40 (Site Feature ‘1’)

18. 6” Base Pad Prep for Prefab Restroom Building SF 168 $38.79 $6,516.72

19. Site Electrical System Improvements LS 1 $28,662.00 $28,662.00

20. Soil Conditioning & Amendments SF 1,364 $2.64 $3,600.96

21. Sodded Turf – Renovation at Edge of New SF 1,364 $3.52 $4,801.28 Construction

22. Irrigation System Renovation at Edge of New LS 1 $9,000.00 $9,000.00 Construction

23. Relocation and Wiring of Existing Irrigation Controller LS 1 $10,440.00 $10,440.00

24. Temporary Power for Irrigation Controller & Site LS 1 $4,726.80 $4,726.80 Electrical

25. Landscape Maintenance Establishment Period LS 1 $4,800.00 $4,800.00 (45 Days)

26. Abatement LS 1 $3,024.00 $3,024.00
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Modesto 2025 Restroom Replacements
Item # Item Description Units Quantity Unit Price Extension

27. Temporary Traffic Control LS 1 $3,079.20 $3,079.20
Subtotal: $258,233.69
Bid Alternate 1
101. Mobilization/Demobilization (Max 5%) LS 1 $12,000.00 $12,000.00 102. Temporary Erosion & Sediment Control LS 1 $5,258.40 $5,258.40 103. Temporary Construction Fencing LS 1 $2,479.20 $2,479.20 104. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $16,452.00 $16,452.00 Disposal, & Site Grading)
105. Building, Hardscape & Electrical Demolition LS 1 $30,213.90 $30,213.90 106. Tree Protection LS 1 $23,496.00 $23,496.00
107. Sewer Tie-In EA 1 $5,820.00 $5,820.00
108. 6” Sanitary Sewer Line LF 12 $502.10 $6,025.20
109. Sanitary Sewer Clean Out EA 2 $3,399.60 $6,799.20
110. Water Tie-In EA 1 $8,580.00 $8,580.00
111. 2” Water Line LF 56 $198.68 $11,126.08
112. 1” Water Line LF 26 $118.64 $3,084.64
113. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 887 $17.83 $15,815.21 114. Asphalt Flatwork (Site Finish ‘B’) SF 183 $29.51 $5,400.33 115. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $12,180.00 $12,180.00 Filler (Site Feature ‘2’)
116. Permanent Bollard (Site Feature ‘3’) EA 8 $1,251.21 $10,009.68 117. Restroom Building Installation Coordination LS 1 $6,158.40 $6,158.40 (Site Feature ‘1’)
118. 6” Base Pad Prep for Prefab Restroom Building SF 250 $26.06 $6,515.00 119. Site Electrical System Improvements LS 1 $45,552.00 $45,552.00 120. Soil Conditioning & Amendments SF 1,750 $2.63 $4,602.50 121. Sodded Turf – Renovation at Edge of New SF 1,750 $3.52 $6,160.00 Construction & Old Restroom Location
122. Irrigation System Renovation at Edge of New LS 1 $11,760.00 $11,760.00 Construction & Old Restroom
123. Relocation and Wiring of Existing Irrigation Controller LS 1 $9,600.00 $9,600.00 124. Temporary Power for Irrigation Controller, Pump, and LS 1 $16,708.80 $16,708.80 Lift Station
125. Landscape Maintenance Establishment Period LS 1 $4,800.00 $4,800.00 (45 Days)
126. Temporary Traffic Control LS 1 $3,079.20 $3,079.20 Subtotal: $289,675.74
Total: $547,909.43
Percent From Engineer's Estimate: -7.79%
Platinum General Engineering LLC
Ph (209) 550-1199 1231 8th Steet, Modesto, CA 95354-2226 Base Bid

1. Mobilization/Demobilization (Max 5%) LS 1 $12,500.00 $12,500.00

2. Temporary Erosion & Sediment Control LS 1 $4,000.00 $4,000.00

3. Temporary Construction Fencing LS 1 $5,500.00 $5,500.00

4. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $32,337.78 $32,337.78 Disposal, & Site Grading)

5. Building, Hardscape & Electrical Demolition LS 1 $43,836.50 $43,836.50

6. Tree Protection LS 1 $2,500.00 $2,500.00
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Modesto 2025 Restroom Replacements
Item # Item Description Units Quantity Unit Price Extension

7. Sewer Tie-In EA 1 $3,500.00 $3,500.00

8. 6” Sanitary Sewer Line LF 61 $147.94 $9,024.34

9. Sanitary Sewer Clean Out EA 2 $850.00 $1,700.00

10. Water Tie-In EA 1 $2,500.00 $2,500.00

11. 2” Water Line LF 61 $139.97 $8,538.17

12. 1” Water Line LF 8 $119.37 $954.96

13. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 1,009 $26.64 $26,879.76

14. Organic Mulch (Site Finish ‘D’) SF 1,441 $2.03 $2,925.23

15. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $10,000.00 $10,000.00 Filler (Site Feature ‘2’)

16. New Valley Gutter LF 10 $250.00 $2,500.00

17. Restroom Building Installation and Coordination LS 1 $15,000.00 $15,000.00 (Site Feature ‘1’)

18. 6” Base Pad Prep for Prefab Restroom Building SF 168 $56.21 $9,443.28

19. Site Electrical System Improvements LS 1 $31,675.60 $31,675.60

20. Soil Conditioning & Amendments SF 1,364 $4.50 $6,138.00

21. Sodded Turf – Renovation at Edge of New SF 1,364 $9.60 $13,094.40 Construction

22. Irrigation System Renovation at Edge of New LS 1 $16,514.30 $16,514.30 Construction

23. Relocation and Wiring of Existing Irrigation Controller LS 1 $6,120.00 $6,120.00

24. Temporary Power for Irrigation Controller & Site LS 1 $10,000.00 $10,000.00 Electrical

25. Landscape Maintenance Establishment Period LS 1 $4,000.00 $4,000.00 (45 Days)

26. Abatement LS 1 $9,000.00 $9,000.00

27. Temporary Traffic Control LS 1 $3,500.00 $3,500.00
Subtotal: $293,682.32
Bid Alternate 1
101. Mobilization/Demobilization (Max 5%) LS 1 $11,000.00 $11,000.00 102. Temporary Erosion & Sediment Control LS 1 $3,000.00 $3,000.00 103. Temporary Construction Fencing LS 1 $5,500.00 $5,500.00 104. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $20,442.64 $20,442.64 Disposal, & Site Grading)
105. Building, Hardscape & Electrical Demolition LS 1 $33,415.22 $33,415.22 106. Tree Protection LS 1 $3,500.00 $3,500.00
107. Sewer Tie-In EA 1 $3,500.00 $3,500.00
108. 6” Sanitary Sewer Line LF 12 $368.92 $4,427.04
109. Sanitary Sewer Clean Out EA 2 $850.00 $1,700.00
110. Water Tie-In EA 1 $2,500.00 $2,500.00
111. 2” Water Line LF 56 $112.10 $6,277.60
112. 1” Water Line LF 26 $211.53 $5,499.78
113. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 887 $26.67 $23,656.29 114. Asphalt Flatwork (Site Finish ‘B’) SF 183 $55.28 $10,116.24 115. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $10,000.00 $10,000.00 Filler (Site Feature ‘2’)
116. Permanent Bollard (Site Feature ‘3’) EA 8 $1,246.37 $9,970.96 117. Restroom Building Installation Coordination LS 1 $15,000.00 $15,000.00 (Site Feature ‘1’)
118. 6” Base Pad Prep for Prefab Restroom Building SF 250 $41.82 $10,455.00 119. Site Electrical System Improvements LS 1 $42,643.70 $42,643.70 #2..
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Modesto 2025 Restroom Replacements
Item # Item Description Units Quantity Unit Price Extension 120. Soil Conditioning & Amendments SF 1,750 $4.45 $7,787.50 121. Sodded Turf – Renovation at Edge of New SF 1,750 $9.74 $17,045.00 Construction & Old Restroom Location
122. Irrigation System Renovation at Edge of New LS 1 $15,650.00 $15,650.00 Construction & Old Restroom
123. Relocation and Wiring of Existing Irrigation Controller LS 1 $7,284.20 $7,284.20 124. Temporary Power for Irrigation Controller, Pump, and LS 1 $10,000.00 $10,000.00 Lift Station
125. Landscape Maintenance Establishment Period LS 1 $4,900.00 $4,900.00 (45 Days)
126. Temporary Traffic Control LS 1 $3,500.00 $3,500.00 Subtotal: $288,771.17
Total: $582,453.49
Percent From Engineer's Estimate: -1.98%
Engineer's Estimate
Base Bid

1. Mobilization/Demobilization (Max 5%) LS 1 $25,250.00 $25,250.00

2. Temporary Erosion & Sediment Control LS 1 $5,000.00 $5,000.00

3. Temporary Construction Fencing LS 1 $4,000.00 $4,000.00

4. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $18,850.00 $18,850.00 Disposal, & Site Grading)

5. Building, Hardscape & Electrical Demolition LS 1 $34,000.00 $34,000.00

6. Tree Protection LS 1 $4,000.00 $4,000.00

7. Sewer Tie-In EA 1 $6,000.00 $6,000.00

8. 6” Sanitary Sewer Line LF 61 $180.00 $10,980.00

9. Sanitary Sewer Clean Out EA 2 $1,600.00 $3,200.00

10. Water Tie-In EA 1 $7,000.00 $7,000.00

11. 2” Water Line LF 61 $35.00 $2,135.00

12. 1” Water Line LF 8 $25.00 $200.00

13. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 1,009 $25.00 $25,225.00

14. Organic Mulch (Site Finish ‘D’) SF 1,441 $3.00 $4,323.00

15. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $9,387.00 $9,387.00 Filler (Site Feature ‘2’)

16. New Valley Gutter LF 10 $100.00 $1,000.00

17. Restroom Building Installation and Coordination LS 1 $62,000.00 $62,000.00 (Site Feature ‘1’)

18. 6” Base Pad Prep for Prefab Restroom Building SF 168 $16.00 $2,688.00

19. Site Electrical System Improvements LS 1 $55,000.00 $55,000.00

20. Soil Conditioning & Amendments SF 1,364 $2.00 $2,728.00

21. Sodded Turf – Renovation at Edge of New SF 1,364 $3.50 $4,774.00 Construction

22. Irrigation System Renovation at Edge of New LS 1 $4,800.00 $4,800.00 Construction

23. Relocation and Wiring of Existing Irrigation Controller LS 1 $5,000.00 $5,000.00

24. Temporary Power for Irrigation Controller & Site LS 1 $17,000.00 $17,000.00 Electrical

25. Landscape Maintenance Establishment Period LS 1 $3,263.00 $3,263.00 (45 Days)

26. Abatement LS 1 $3,500.00 $3,500.00
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Modesto 2025 Restroom Replacements
Item # Item Description Units Quantity Unit Price Extension

27. Temporary Traffic Control LS 1 $1,000.00 $1,000.00
Subtotal: $322,303.00
Bid Alternate 1
101. Mobilization/Demobilization (Max 5%) LS 1 $20,600.00 $20,600.00 102. Temporary Erosion & Sediment Control LS 1 $5,000.00 $5,000.00 103. Temporary Construction Fencing LS 1 $4,000.00 $4,000.00 104. Site Preparation (Clearing, Grubbing, Demolition, LS 1 $31,237.00 $31,237.00 Disposal, & Site Grading)
105. Building, Hardscape & Electrical Demolition LS 1 $35,000.00 $35,000.00 106. Tree Protection LS 1 $4,000.00 $4,000.00
107. Sewer Tie-In EA 1 $6,000.00 $6,000.00
108. 6” Sanitary Sewer Line LF 12 $180.00 $2,160.00
109. Sanitary Sewer Clean Out EA 2 $1,450.00 $2,900.00
110. Water Tie-In EA 1 $7,000.00 $7,000.00
111. 2” Water Line LF 56 $35.00 $1,960.00
112. 1” Water Line LF 26 $25.00 $650.00
113. 5” Reinforced Concrete Flatwork (Site Finish ‘A’) SF 887 $25.00 $22,175.00 114. Asphalt Flatwork (Site Finish ‘B’) SF 183 $20.00 $3,660.00 115. Bi-Level Drinking Fountain with Dog Bowl and Bottle EA 1 $9,387.00 $9,387.00 Filler (Site Feature ‘2’)
116. Permanent Bollard (Site Feature ‘3’) EA 8 $755.00 $6,040.00 117. Restroom Building Installation Coordination LS 1 $7,000.00 $7,000.00 (Site Feature ‘1’)
118. 6” Base Pad Prep for Prefab Restroom Building SF 250 $16.00 $4,000.00 119. Site Electrical System Improvements LS 1 $55,000.00 $55,000.00 120. Soil Conditioning & Amendments SF 1,750 $2.00 $3,500.00 121. Sodded Turf – Renovation at Edge of New SF 1,750 $3.50 $6,125.00 Construction & Old Restroom Location
122. Irrigation System Renovation at Edge of New LS 1 $8,250.00 $8,250.00 Construction & Old Restroom Location
123. Relocation and Wiring of Existing Irrigation Controller LS 1 $5,000.00 $5,000.00 124. Temporary Power for Irrigation Controller, Pump, and LS 1 $17,000.00 $17,000.00 Lift Station
125. Landscape Maintenance Establishment Period LS 1 $3,263.00 $3,263.00 (45 Days)
126. Temporary Traffic Control LS 1 $1,000.00 $1,000.00 Subtotal: $271,907.00
Total: $594,210.00
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CITY OF MODESTO

COMMITTEE AGENDA REPORT
DATE OF MEETING:

May 11, 2026
Date: April 9, 2026
TO: Safety and Communities Committee
Chris Ricci, Chair
Rosa Escutia-Braaton, Vice-Chair
Jeremiah Williams, Member
THROUGH: Joseph P. Lopez, City Manager
FROM: Brandon Gillespie, Chief of Police
SUBJECT: Third Amendment to Grant Evaluation, Research and Reporting Consultant Services Agreement with Research Triangle Institute (RTI International) CONTACT: Bob Meredith, Police Captain, [email protected] , 209-572-9500 DESCRIPTION:

Consider 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, and forwarding to Council for approval. (Funding Source: Police Grants) STRATEGIC PLAN ELEMENT:

This item is related to the adopted City Council 2025-2026 Strategic Plan focus area of Quality of Life under Goal – Improve Community Safety.

BACKGROUND:

On December 13, 2022, by Resolution No. 2022-488, the City Council approved an agreement with Research Triangle Institute (RTI) International for independent evaluations services related to the Board of State and Community Corrections California Violence Intervention and Prevention Grant Program (BSCC CalVIP), for an amount not to exceed $154,884. This agreement is ongoing and provides for grant evaluation, research, and reporting services for the CalVIP grant awarded to the City of Modesto In September of 2023, the Modesto Police Department was awarded $6,003,419 in Organized Retail Theft Prevention (ORT) Grant funds from the Board of State and Community Corrections (BSCC). The grant funding specified the need for a local #3..
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Safety and Communities, Committee, May 11, 2026
Third Amendment to Grant Evaluation, Research and Reporting Consultant Services Agreement with Research Triangle Institute (RTI International)

Page 2 of 3 ends

evaluation to be completed for reporting to BSCC the progress and impact of the grant funding.

On February 27, 2024, by Resolution No. 2024-067, the City Council approved a First Amendment to the Agreement with Research Triangle Institute for Grant Evaluation, Research and Reporting Consultant Services by increasing the Agreement by $253,884, from $154,955 to a new total amount not to exceed $408,839 and extending the term of the agreement from December 12, 2025, to June 12, 2027.

On August 1, 2024, the City Manager approved a Second Amendment to the Agreement with Research Triangle Institute for Grant Evaluation Research and Reporting Consultant Services to correct a clerical error in the term extension and amend Agreement Section 5 “Performance by Key Employees”.

The grant period for both grant awards have since been extended beyond their original terms. The BSCC CalVIP Grant has been extended through December 31, 2026, and the BSCC ORT Grant through June 1, 2028. As a result, evaluation services are required for a longer duration than originally anticipated.

DISCUSSION:

The proposed Third Amendment will extend the term of the agreement to align with the revised timelines of the two grants currently supported under this contract. While both grants have been extended, the scope of evaluation services remains unchanged.

The BSCC (ORT) grant has sufficient remaining funds to support evaluation services through the extended term. However, the BSCC (CalVIP) grant requires additional funding to cover continued evaluation activities. The proposed amendment increases the contract amount accordingly, with all additional costs fully supported by available grant funds.

Modesto Municipal Code Section 8-3.203 generally requires all purchases which meet or exceed $100,000 for material, equipment, or contractual services to be formally bid.

However, exceptions to the formal bidding process are granted in MMC 8-3.204(f) “Where the Purchasing Manager, in her discretion, determines that it is appropriate to amend the services or goods provided under an existing agreement to include additional similar goods or services, of limited quantity or scope, in order to increase efficiency and avoid delays or disruptions to City projects or services.” Amending the existing agreement with RTI International for grant evaluation, research and reporting services qualifies for this exemption as RTI International is already performing these services for both grants.

FISCAL IMPACT:

This amendment increases the agreement amount by $21,088, resulting in a revised total not-to-exceed amount of $429,927. The CalVIP grant had an original allocation of #3..
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Safety and Communities, Committee, May 11, 2026
Third Amendment to Grant Evaluation, Research and Reporting Consultant Services Agreement with Research Triangle Institute (RTI International)

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$154,955, which is being increased by $21,088, to support evaluation services through the extended term. The increase is fully funded by available grant funds. The ORT grant has an allocation of $253,884 and has sufficient existing funds to cover evaluation services through the extended period. There is no impact to the General Fund.

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 COMMITTEE ACTION:

Staff Recommendations:

Motion recommending 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 forwarding to Council for approval.

Approved by:

Brandon Gillespie, Chief of Police
Joseph P. Lopez, City Manager
Attachments:

1. Third Amendment

2. Exhibit B – Updated Pricing Table

3. Original Signed Agreement with Exhibits

4. First Amendment with Exhibits

5. Second Amendment

6. Updated CA Levine Act Disclosure form

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THIRD AMENDMENT TO STANDARD AGREEMENT

FOR CONSULTANT SERVICES WITH RESEARCH TRIANGLE INSTITUTE (RTI) This THIRD AMENDMENT to the Standard Agreement for Consultant Services (“THIRD AMENDMENT”) is entered into between the CITY OF MODESTO, a municipal corporation of the State of California (hereinafter the “CITY”) and RESEARCH TRIANGLE INSTITUTE (RTI), a North Carolina non-profit corporation (hereinafter “CONSULTANT”) as of the ________ day of _______________ 2026.

RECITALS
This THIRD AMENDMENT is made with regard to the following recitals:

CITY and CONSULTANT previously entered into the Standard Agreement for GRANT EVALUATION, RESEARCH AND REPORTING CONSULTANT on the 13th day of December 2022 (the "ORIGINAL AGREEMENT").

CITY and CONSULTANT previously entered into a FIRST AMENDMENT to expand the scope to include the requirements of the Organized Retail Theft (ORT) grant, extend the agreement, and increase compensation to $408,839 on the 27th day of February 2024.

CITY and CONSULTANT previously entered into a SECOND AMENDMENT to extend the term of the agreement and amend Section 5 "Performance by Key Employees" on the 1st day of August 2024.

CITY and CONSULTANT desire to amend the ORIGINAL AGREEMENT by increasing the previously approved total amount not to exceed from $408,839 to $429,927.

CITY and CONSULTANT desire to amend the ORIGINAL AGREEMENT by updating the contractual pricing table in Exhibit B.

CITY and CONSULTANT desire to amend the ORIGINAL AGREEMENT to amend the termination date of the Agreement from June 12, 2027, to June 1, 2028.

NOW, THEREFORE, in consideration of this THIRD AMENDMENT, and the mutual promises, covenants, and signatures contained in the ORIGINAL AGREEMENT for GRANT EVALUATION, RESEARCH AND REPORTING CONSULTANT and this THIRD AMENDMENT, the parties agree as follows:

1. COMPENSATION, Section 3, Paragraph 1, of the ORIGINAL AGREEMENT shall be revised to the following:
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CONSULTANT agrees to a total amount not to exceed $429,927 (maximum compensation) as full remuneration for performing all services and furnishing all staffing and materials for CITY in accordance with Exhibit A and Exhibit C.

2. COMPENSATION, Section 3, Paragraph 2, of the ORIGINAL AGREEMENT shall be amended to replace the contractual pricing table attached hereto as Exhibit B.

3. TERM OF AGREEMENT, Section 2, Paragraph 1 of the Original Agreement shall be deleted and replaced in its entirety with the following:

A. This AGREEMENT is effective as of the date first written above and will continue in effect until June 1, 2028, or until the City’s acceptance of and payment for all services authorized by City and performed by Consultant unless terminated earlier in accordance with the provisions of the termination clause in this Agreement.

4. Except as modified and amended by this THIRD AMENDMENT, all other provisions of the Agreement shall remain unchanged and in full force and effect.

IN WITNESS WHEREOF, the CITY OF MODESTO, a municipal corporation, has authorized the execution of this THIRD AMENDMENT to the ORIGINAL AGREEMENT for GRANT EVALUATION, RESEARCH AND REPORTING CONSULTANT by its City Manager and attestation by its City Clerk under the authority of Resolution No. ___________ on the ________ day of ___________ 2026, and RESEARCH TRIANGLE INSTITUTE (RTI) has caused this THIRD AMENDMENT to be duly executed as of the Effective Date. #3..
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Rate Hours Amt Hours Amt
Hendrix, Joshua Senior Professional 2 251.41 45.0 11,313.45 45.0 11,313.45 McMillan, Natalie Project Specialist 120.24 5.0 601.20 5.0 601.20 Ruiz, Carlee Professional 2 145.11 58.0 8,416.38 58.0 8,416.38 Labor - Total 108.0 20,331.03 108.0 20,331.03
Direct GNA ODCs Svc Cntr Technology
Services 0.00 0.0 756.00 0.0 756.00
Direct GNA ODCs - Total 0.00 0.0 756.00 0.0 756.00
ODCs - Total 0.00 0.0 756.00 0.0 756.00
Overall - Total 108.0 21,087.03 108.0 21,087.03
ODCs
Year 1
Total 7/1/26 - 12/31/26
Labor
Research Triangle Institute
Budget Summary
Proposal:PRJ_24700
ProposalName: PRJ_24700- CA Modesto PD CalVIP Grant Evaluation Partner - Add-on RTI Proprietary and Business Confidential - Not for Public Disclosure Use or disclosure of any information on this page is subject to the restriction in the proprietary statement of this proposal. #3..
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Budget Narrative
Research Triangle Institute, under the trade name RTI International (RTI), a North Carolina nonprofit corporation, is requesting an additional $21,087 to support a no-cost extension of the Project SUCCESS.

Project SUCCESS is being led by the City of Modesto, California and funded by the Board of State and Community Corrections’ (BSCC) California Violence Intervention & Prevention Grant Program. If approved, these additional funds will allow RTI to support data collection and analysis activities through the remainder of the project period (end date of December 31st, 2026, with the no-cost extension). If this offer is accepted, RTI would be pleased to authorize this effort pursuant to a Time and Materials contract containing mutually agreeable terms and conditions as well as payment terms of Net 30 days upon receipt of an RTI Invoice.

Key Budget Assumptions
RTI’s budget estimate is based on the following general assumptions:
• RTI will coordinate performance data collection from partners and prepare two additional quarterly project reports (QPRs) for May and August of 2026. • RTI will convene at least two additional check-in meetings with project partners and the City of Modesto to discuss project activities and milestones and to plan for upcoming deliverables. • RTI will collect additional datasets from project partners covering activities conducted in 2026, analyze these datasets, and incorporate results into the final report. • The RTI team will support internal processes related to quality control (i.e., project reviews) and budget monitoring.

Budget Exhibit A: Labor Hours
Staff Name Labor Category
Yr 1
Hrs
Total
Hours
Carlee Ruiz Professional 2 58 58
Joshua Hendrix Senior Professional 2 45 45
Natalie McMillan Project Specialist 5 5
Project Role Descriptions
Carlee Ruiz, Project Director, will oversee day-to-day project activities. This includes coordinating and scheduling meetings with project partners, collecting and organizing performance data, preparing QPR reports, communicating directly with the City of Modesto, and supporting the collection, analysis, and reporting of project quantitative and qualitative data.

Dr. Joshua Hendrix, Co-Project Director, will oversee key project activities, support QPR data collection and reporting, and lead the analysis and reporting of data submitted by each of the project partners.

Natalie McMillan, Financial Analyst, will oversee the budget. This task includes providing ongoing financial review and analysis for proper charging and accuracy, forecasting costs, reviewing invoices, and preparing contractually required financial reports.

Overview
Direct Labor
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Description Unit
Unit
Cost Y1 Qty Total Cost
Tech Services
Expense
Per Regular
Labor Hour
$7.00 108 $756
Technology Services Expense includes the IT costs necessary for RTI employees to perform their research and supporting activities, such as laptop/computer costs; user access, network, security, and collaboration systems; and client project technology enablement and support. Escalation is not applied to this expense.

Other Direct Costs (ODCs)
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Evaluation of The City of Modesto Police Department and Community-Based Partners’ Project

SUCCESS
RTI International Statement of Work and Deliverables
October 26, 2022
RTI International is an independent, nonprofit research institute dedicated to improving the human condition. We combine scientific rigor and technical expertise in social and laboratory sciences, engineering, and international development to deliver solutions to the critical needs of clients worldwide. Headquartered in North Carolina, RTI’s staff of 6,000 have expertise in numerous disciplines including policing, violence prevention, program evaluation, community engagement, racial and community justice. The proposed study will be led by staff from RTI’s Justice Practice Area (JPA), which focuses on strategies to prevent and respond to crime and violence and to seek effective, efficient, and fair solutions for promoting safety in communities.

RTI International’s scope of work will include the following activities and deliverables:
• Evaluation Planning

o RTI will participate in a planning meeting with the entire Project SUCCESS team to discuss RTI’s role on the project and to set up expectations and objectives of individual meetings with each project partner / stakeholder. o RTI will participate in separate planning meetings with each Project SUCCESS partner who will be responsible for implementing project activities and collecting data around the implementation and outcomes of those activities. The goal of these meetings will be to discuss in detail the various programmatic activities each partner will be responsible for implementing, the goals of each of those activities, and the types and format of data (e.g., survey, administrative, qualitative, etc.) they will collect that will facilitate RTI’s evaluation of Project SUCCESS activities on key project outcomes/goals (e.g., reduced violent crime in the target area, improve police-community interactions, reduced school-based mental health-related incidents, reduced recidivism among previously incarcerated individuals, improved perceptions of safety and reduced levels of fear of crime among individuals in the target area, reduced violent crime among juvenile offenders in the target area). An additional goal of these meetings will be to discuss how and when data will be transferred to RTI in a secure and deidentified manner.
 From these meetings, RTI will work with the Project SUCCESS team to develop a logic model which will help guide the evaluation.  RTI will develop an evaluation plan that will document the evaluation design, data sources, and outcome measures.

DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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 RTI will submit the local evaluation plan to the BSCC on January 3, 2023. o RTI will convene a series (i.e., approximately 3-5) of data transferring, processing, and analysis planning meetings internally among the RTI evaluation team to coordinate the receipt of datasets from each partner, how each dataset will be cleaned and prepared for analysis and develop an analysis plan for each dataset to examine the various impacts of Project SUCCESS outcomes on key project outcomes.
 RTI will produce a quality and data management plan to document this information
o RTI will develop a formal data collection and analysis plan that describes the inventory of datasets RTI will receive throughout the life of the project, when each dataset will be transferred by each partner to RTI, the expected types of data cleaning and processing that will be conducted by RTI to prepare each dataset for analysis, the anticipated types of analysis that will be conducted for each dataset, and the types of research questions that will be answered by the analysis of each dataset. The document will also describe RTI’s processes for ensuring all data can be transferred to RTI securely and in deidentified manner, with specific protocols that each partner will follow when transferring datasets to RTI. This document will be sent to the project director at the city of Modesto for their review and approval, and any necessary revisions will be made to the document by RTI until the plan is approved.
o RTI will establish a system (e.g., a secure file transfer protocol) to facilitate the secure transfer of datasets by each project partner to RTI according to the procedures and schedules that were approved by the City of Modesto in the data collection and analysis plan.
• Data Processing

o RTI will review and clean each dataset upon delivery (e.g., encoding, destringing, labeling variables, creating and applying value labels, recoding variables as necessary to identify valid or invalid missing values, combine categories, or create new categories or new variables) to prepare each one for the analysis stage o As necessary, RTI will merge or append datasets with other datasets transferred from the partners to RTI using unique identifiers
DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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o RTI will run basic descriptive statistics on each dataset variable to ensure all variables have been processed appropriately and prepared for analysis, and conduct any additional processing as needed
• Analysis

o RTI will conduct analysis, as specified in the analysis plan, on each dataset to effectively and efficiently address the project’s core goals and research questions using both descriptive (i.e., summary statistics for key variables including Means, Medians, Standard Deviations, Ranges, etc.) and inferential analysis (e.g., interrupted time-series analysis, regression analysis, latent class analysis, difference in difference models)

o RTI will send results and documentation of methodology to internal statistical and methodological experts at RTI to ensure all data processing and analysis has been conducted with high fidelity and based on those reviews will conduct any additional manipulations or analysis the reviewers deemed appropriate

• Reporting

o RTI will develop a comprehensive final report for the City of Modesto that describes in detail the results of analyses conducted on each dataset and describe what evidence was collected during the analysis stage to address the study’s core research questions and to support various hypotheses corresponding to the project’s research questions. The report will also describe limitations of the analyses and whether future research (e.g., assuming access to different or additional types of data) is necessary to better address one or more research questions
o If requested, RTI will assist with developing a presentation that summarizes the findings of the evaluation
o RTI will assist the City of Modesto with reporting requirements of the grant DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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Project SUCCESS (Serving and Understanding our
Community with Compassion and Education for Safer
Streets)
Business Proposal
Response to Request for
Proposal (RFP)
October 26, 2022
Submitted By
RTI International
P.O. Box 12194
Research Triangle Park, NC
27709-2194
https://www.rti.org/
RTI Administrative Point of Contact
Virginia Satterthwaite
Office of Contracts
Telephone: (919) 485-7696
Email: [email protected]
RTI Proposal No. 0282201.705
Submitted To
Modesto Police Department
Attn: Kara Davis
600 10th Street
Modesto, CA 95354
Phone: 209-572-9500
Email: [email protected]
DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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RTI International Proposal
No. 0282201.705
This proposal includes data that shall not be disclosed outside the Government and shall not be duplicated, used, or disclosed—in whole or in part—for any purpose other than to evaluate this proposal. If, however, a contract is awarded to this offeror as a result of—or in connection with— the submission of these data, the Government shall have the right to duplicate, use, or disclose the data to the extent provided in the resulting contract. This restriction does not limit the Government’s right to use information contained in these data if obtained from another source without restriction. The data subject to this restriction are contained in the entire proposal. _________________________________
RTI International is a trade name of Research Triangle Institute.

RTI and the RTI logo are U.S. registered trademarks of Research Triangle Institute.

DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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October 26, 2022
Kara Davis, Sr. Crime & Intelligence Analyst
Modesto Police Department
600 10th St,
Modesto, California 95354
email: [email protected]
Subject: RTI Proposal in response to Modesto Police Department’s California Violence Intervention and Prevention (CalVIP) grant program entitled, Project SUCCESS (Serving and Understanding our Community with Compassion and Education for Safer Streets).

Dear Ms. Davis,
Research Triangle Institute, under the trade name RTI International (RTI), is pleased to submit our proposal in support of the subject solicitation. RTI proposes to perform the services described herein commencing on or about November 2022, for a period of performance of thirty-six (36) months. RTI’s proposed budget of $154,955 is presented in a Time and Materials format.

If our proposal is accepted, RTI would be pleased to authorize the effort pursuant to a Time and Materials contract subject to mutually agreeable terms and conditions. RTI proposes payment terms of NET 30 days.

RTI appreciates the opportunity to submit this proposal for your consideration, and we look forward to working with you on this project. If you have any questions regarding this proposal, please contact me at (919) 485-7696 or [email protected].

Sincerely,
Virginia R. Satterthwaite
Senior Contracting Officer 0282201.705
DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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Business Proposal
Table of Contents
RTI Budget Narrative.........................................................................................06 RTI Budget Detail ................................................................................... ……...10 DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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Budget Narrative
DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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RTI Budget Narrative
Overview
RTI’s budget for the Evaluation of the SUCCESS Program is presented in Time and Materials format.

The total RTI budget is $154,955. This 36-month budget reflects RTI’s role as the local evaluation partner for the Modesto Police Department for their California Violence Intervention and Prevention (CalVIP) grant program entitled, Project SUCCESS (Serving and Understanding our Community with Compassion and Education for Safer Streets). The purpose of Project SUCCESS is to strengthen police-community relationships, provide services for early intervention, education, and family and mental health services and reduce crime and fear of crime in Southwest Modesto. As local evaluation partner, RTI will evaluate whether the program meets its stated goals, objectives, and outcome measures. The accompanying statement of work and deliverables provides details about key aspects of RTI’s work as the local evaluation partner.

Key Budget Assumptions
The budget estimate is based on the following general assumptions:
 Data required for the evaluation will be made available and/or collected by Modesto PD and their partners with RTI doing no primary data collection to support the evaluation. RTI will work with Modesto PD to specify all needed data and sources for these data at the start of the project.  RTI will have a heavier level of effort in Year 1 to plan and setup the evaluation and in Year 3 to conduct the analysis and prepare final reports. Year 2 will be minimal effort from the local evaluation perspective as Modesto PD will be collecting data during Year 2 primarily.  RTI does not plan to have staff not located in Modesto PD travel to Modesto for site visits.

RTI Labor
RTI's Time & Material labor rates have been deemed fair and reasonable by the federal government.

Labor hours by year for RTI staff are provided below along with descriptions of each staff member’s role.

Budget Exhibit A: Labor Hours
Staff Name Labor Category Yr 1
Hrs
Yr 2
Hrs
Yr 3
Hrs
Total
Hours
Joshua Hendrix Senior Professional 2 146 26 146 318
Carlee Ruiz Professional 2 115 28 143 286
Brian Aagaard Senior Professional 1 10 10 10 30
James Trudeau Principal Professional 15 8 15 38
Nicole Johnson Professional 4 100 20 100 220
TBD Financial Analyst Project Specialist 12 6 12 30
Project Role Descriptions
Dr. Josh Hendrix, Project Director, will overall responsibility for the evaluation design and be the primary point of contact for Modesto PD and other partner organizations. Dr. Hendrix is a research scientist in the RTI International Justice Practice Area. He specializes in school safety and violence prevention, school emergency planning, and victimization. Dr. Hendrix is the principal investigator (PI) Use or disclosure of any information on this page is subject to the restriction in the proprietary statement of this proposal. 6 DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E

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of a National Institute of Justice (NIJ) study of student and staff comprehension of school emergency protocols for active shooters and other violent crises. Dr. Hendrix has also served as the lead analyst, project director, or co-PI for many other tasks and projects funded by NIJ and the Bureau of Justice Statistics (BJS) pertaining to school emergency planning and response to violence, school transportation, law enforcement data and technology, sexual assault kit processing, and incident-based crime reporting systems.

Nicole Johnson, MA, Research Analyst, will assist with designing and implementing the evaluation, as well as with data analysis. Ms. Johnson is a public health analyst in RTI’s Policing Research Program and has experience using large-scale criminal data sets and open sources to examine various questions pertaining to crime and justice. Ms. Johnson’s recent work has included using national crime victimization data to examine the potential beneficial and detrimental effects of certain security practices used in U.S. public schools, in addition to using open sources to explore complex decision-making and innovation in a terrorist organization. She is particularly interested in using quantitative methods to explore issues related to crime prevention, place-based criminology, policing, and terrorism.

Carlee Ruiz, MA, Research Analyst, is responsible for data management and analysis. Ms. Ruiz is also a resident of Modesto and will be a primary point of contact between Modesto PD and RTI International.

Carlee is a public health analyst in the RTI’s Policing Research Program, where she works on projects involving national crime databases, evaluating local law enforcement programs, and assisting with data management of opioid epidemic programs. She has 4 years of experience working as a crime analyst with a local law enforcement agency, where her responsibilities included preparing analytical reports, maintaining and evaluating crime and calls for service data, assisting in homicide and high-violence cases, and tracking and assessing policing initiatives and technologies.

Brian Aagaard, MA, Advisor, will provide guidance to the project from the perspective of implementing evaluations in local jurisdictions. Brian is a public health analyst in RTI International’s Policing Research Program, and has worked extensively managing and analyzing data and clearly communicating analytical results to law enforcement partners. Mr. Aagaard has worked with law enforcement at local, county, state, and federal levels. He is particularly interested in the dynamics of law enforcement–community relations and related social issues. He has continued his professional training in geographic information systems, advanced crime analysis techniques, intelligence analysis, analytical investigative techniques, emerging trends in law enforcement, and new areas of social issues.

James Trudeau, PhD, Senior Advisor, Dr. Trudeau is a Chief Scientist in RTI International’s Justice Practice Area. Dr. Trudeau led or co-led three consecutive evaluations of grant programs in the Substance Abuse and Mental Health Services Administration (SAMHSA) portfolio of programs to provide behavioral health and supportive services to people experiencing or at risk of homelessness. He oversees RTI’s portfolio of projects funded under the National Institute of Justice’s (NIJ’s) Comprehensive School Safety Initiative and is a principal investigator or senior advisor on studies of school-based mental health services, interventions to reduce discipline disparities, and bullying and safety on the school bus.

TBD Financial Analyst provides oversight of the budget. This includes supporting the initial setup of the project, providing ongoing financial review and analysis for proper charging and accuracy, forecasting of costs, review of invoices, and preparation of contractually required financial reports. Financials analysts support a portfolio of multiple projects. If client reporting is contractually required, finance prefers to standardize reporting using existing systems for efficiency purposes. RTI is exempt, by name re OMB A-122 and is permitted to operate under “Commercial Cost Principles’. Our Federally approved cost accounting system allows direct charging by project financial analysts.

Use or disclosure of any information on this page is subject to the restriction in the proprietary statement of this proposal. 7 DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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Labor Rate Escalation
RTI’s Time & Materials labor rates are escalated at 3% each year.

Use or disclosure of any information on this page is subject to the restriction in the proprietary statement of this proposal. 8 DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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RTI Budget Detail
DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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Hours Rate Amt Hours Rate Amt Hours Rate Amt Hours Amt
Aagaard, Brian P Senior Professional 1 10.0 168.51 1,685 10.0 173.57 1,736 10.0 178.77 1,788 30.0 5,208 Hendrix, Joshua A Senior Professional 2 146.0 196.45 28,682 26.0 202.34 5,261 146.0 208.41 30,428 318.0 64,371 Nicole Johnson Professional 4 100.0 154.70 15,470 20.0 159.34 3,187 100.0 164.12 16,412 220.0 35,069 Ruiz, Carlee J Professional 2 114.5 113.39 12,983 28.0 116.79 3,270 143.0 120.30 17,202 285.5 33,456 TBD Financial Analyst Project Specialist 12.0 98.90 1,187 6.0 101.87 611 12.0 104.92 1,259 30.0 3,057 Trudeau, James V Principal Professional 15.0 352.29 5,284 8.0 362.86 2,903 15.0 373.74 5,606 38.0 13,793 397.5 65,291 98.0 16,968 426.0 72,696 921.5 154,955
397.5 65,291 98.0 16,968 426.0 72,696 921.5 154,955
Labor
Labor - Total
Overall - Total
RTI International Proprietary
Year 1 Year 2 Year 3
11/2022 - 8/2023 9/2023 - 8/2024 9/2024 - 6/2025 Total
Research Triangle Institute
Proposal T&M Summary
Proposal : 0282201.705
Proposal Name: Modesto PD CalVIP Grant Evaluation Partner Use or disclosure of any information on this page is subject to the restriction in the proprietary statement of this proposal. 10 DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E

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CITY OF MODESTO

COUNCIL AGENDA REPORT
DATE OF MEETING:

December 13, 2022
Date: November 10, 2022
TO: Mayor and City Council
THROUGH: Joseph P. Lopez, City Manager
FROM: Brandon Gillespie, Chief of Police
SUBJECT: Agreement for California Violence Intervention and Prevention Grant Program Evaluation Services
CONTACT: Jessica Smart, Police Civilian Executive, [email protected], 209-572-9500 DESCRIPTION:

Consider approving an agreement with RTI International for evaluation services for the Board of State and Community Corrections California Violence Intervention and Prevention Grant Program in an amount not to exceed $155,000 over three years (Funding Source: Police Grants) STRATEGIC PLAN ELEMENT:

This item is related to the 2020-2025 Strategic Plan goal of improving community safety and quality of life through a combination of prevention and intervention efforts that address safety and its underlying issues (Goal A of Quality of Life Goals and Strategies) BACKGROUND:

On February 1, 2022, the City Council approved the submission of a grant application for the Board of State and Community Corrections (BSCC) California Violence Intervention and Prevention (CalVIP) Grant Program by Resolution No. 2022-070. On July 12, 2022, the City Council approved the acceptance of the BSCC CalVIP Grant by Resolution No. 2022-305. The Modesto Police Department (MPD) was awarded the BSCC CalVIP Grant in the amount of $2,215,217 in grant funds with a 100% match requirement of $2,215,217. The grant requires 5- 10% of the total grant funds used to seek outside services for a Local Evaluation Plan and ongoing grant evaluation measures. As such, $155,000 (7.5%) was allocated to satisfy this requirement.

DISCUSSION:

RTI International is an independent, nonprofit research institute with a proven ability to perform the BSCC required services. RTI has been fully vetted and valued with the Federal Grant Services Agency (GSA) and have worked on similar projects successfully. Furthermore, RTI International encompasses evidence-based research in its data evaluations which is vital to future prevention strategies and also a required component of the BSCC CalVIP grant program.

DocuSign Envelope ID: 1A0044C3-6BA5-4357-836D-0EE572F8BA4B DocuSign Envelope ID: A905CA26-FF1F-41F3-A41B-1A096ABED15E #3..
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City Council Meeting, December 13, 2022
Agreement for California Violence Intervention and Prevention Grant Program Evaluation Services

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Safety and Communities CommitteeMay 11, 2026

Safety and Communities Committee
May 11, 2026