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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, December 09, 2024 at 4:00 PM
Roll Call: Rosa Escutia-Braaton, Chair
Jeremiah Williams, Vice-Chair
Chris Ricci, 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 Committee Member is participating remotely pursuant to the provisions of Assembly Bill 2449. *Effective March 1, 2023, if a technical issue arises with Zoom or the phone dial-in option, the Committee meeting will continue unless the meeting is being held pursuant to the provisions of Assembly Bill 2449. Alternative viewing options are listed below and the meeting is physically open to the public.
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"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:
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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 869 4597 0570 Passcode 84326
PUBLIC COMMENTS IN PERSON
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.
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 - 2 -
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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 Agreement with the State of California Office of Emergency Services to temporarily house and maintain a Type 6 Fire Engine and its associated equipment and forwarding to Council for approval. (Funding Source: General Fund) Motion recommending an Agreement with the State of California Office of Emergency Services to temporarily house and maintain a Type 6 Fire Engine and its associated equipment and forwarding to Council for approval.
FIRE DEPARTMENT; Jerardo Avila, 209-572-9590, [email protected] - 3 -
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Consent
2. Consider the Third Amendment to the Agreement for the Operation of the KingKennedy Memorial Center with the West Modesto Community Collaborative to amend the Agreement to a month-to-month basis until July 1, 2025, and forwarding to Council for approval. (Funding Source: General Fund)
Motion recommending the Third Amendment to the Agreement for the Operation of the King-Kennedy Memorial Center with the West Modesto Community Collaborative to amend the Agreement to a month-to-month basis until July 1, 2025, and forwarding to Council for approval.
PRN; John Skeel, 209-577-5216, [email protected]
NEW BUSINESS
3. 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)
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.
PUBLIC WORKS; Max Navarro, 209-571-5116, [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:
December 9, 2024
Date: October 14, 2024
TO: Safety and Communities Committee
Rosa Escutia-Braaton, Chair
Jeremiah Williams, Vice-Chair
Chris Ricci, Member
THROUGH: Joseph P. Lopez, City Manager
FROM: Kevin Wise, Fire Chief
SUBJECT: CalOES Type 6 Vehicle Acceptance Agreement
CONTACT: Jerardo Avila, Deputy Fire Chief, [email protected], 209-572-9590 DESCRIPTION:
Consider an Agreement with the State of California Office of Emergency Services to temporarily house and maintain a Type 6 Fire Engine and its associated equipment and forwarding to Council for approval. (Funding Source: General Fund)
STRATEGIC PLAN ELEMENT:
This action supports the City of Modesto 2020-2025 Strategic Plan focus on quality of life under Goal A: Improve Community Safety.
BACKGROUND:
The California Governor’s Office of Emergency Services (CalOES) has selected the Modesto Fire Department (MFD) to house and maintain a Type 6 fire engine, complete with equipment.
The use of the vehicle is intended to provide aid for the following all-hazard events, emergency incidents, civil defense, and disaster purposes: mutual aid; multiple alarm events and emergency incidents; emergency incidents threatening properties vital to national defense or important military installations; parades and displays; training of regular, volunteer and auxiliary firefighters; temporary standby for MFD’s regular fire engine and the regular fire engines of other fire departments while out of service for repairs.
The Oakdale Rural Fire Protection District contracts services with MFD to provide all-risk fire protection services protecting 350 square miles including the communities of Valley Home, Knights Ferry, East Oakdale and Unincorporated Oakdale. The current assigned Type 6 is over 20 years old and cannot facilitate seating for the minimum 3 personnel required to fully staff the vehicle. The reserve apparatus is also nearly 40 years old and cannot support seating for the minimum 3 personnel. It is imperative that we provide an appropriate apparatus to be able to mitigate the hazards associated with the brush and vegetation of this rural area. #1..
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Safety and Communities Committee, December 9, 2024
CalOES Type 6 Vehicle Acceptance Agreement
DISCUSSION:
The term of the agreement is for ten years, which will take effect from a tentative date of September 10, 2024, through September 10, 2034. Upon acceptance of the agreement with CalOES, MFD agrees to house, maintain, and respond with the apparatus when requested. It is expected, but not required, that MFD shall be available, for a minimum of seven days, to staff and operate the fire engine, with staffing consisting of four trained fire personnel for out of operational area assignments. If current staffing levels cannot accommodate this, the engine may be taken out of service in the State’s response system. Apparatus maintenance would include the care of batteries, tires, appliances, lubrication, fuel, general cleaning and minor repairs. Repairs that are $100 or less are the responsibility of the City of Modesto. Repairs that exceed $100 threshold are the responsibility of CalOES and will require a $100.00 deductible.
FISCAL IMPACT:
The cost for repairs at a maximum amount of $100 per repair are fully budgeted and allocated in the Fire Department’s Operating Budget General Fund within the Facilities and Fleet Cost Center (18610).
RECOMMENDED COMMITTEE ACTION:
Staff Recommendations:
Motion recommending an Agreement with the State of California Office of Emergency Services to temporarily house and maintain a Type 6 Fire Engine and its associated equipment and forwarding to Council for approval.
Approved by:
Kevin Wise, Fire Chief
Joseph P. Lopez, City Manager
Attachments:
1. Agreement
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GAVIN NEWSOM
GOVERNOR
NANCY WARD
DIRECTOR
3650 SCHRIEVER AVENUE MATHER, CA 95655
FIRE AND RESCUE DIVISION
PHONE: (916) 845-8711 FAX: (916) 845-8396
Date: October 8, 2024
Kevin Wise, Fire Chief
Modesto Fire Department
409 12th Street
Modesto, CA 95354
Dear Chief Kevin Wise,
You will find enclosed two copies of Assignment of Equipment Form, and Agreement for Temporary Transfer of Vehicular Equipment covering the transfer of Cal OES Fire Engine Number: 4617 to the Modesto Fire Department. The agreement is effective October 30, 2024.
Please have the authorized official sign both copies of the above-mentioned documents and return one original set to our office. Cal OES cannot transfer the fire engine to your agency until this signed agreement is returned.
Cal OES must also be furnished with a Certificate of Insurance, or a letter certifying selfinsurance in the amounts required, in accordance with Paragraph 11 of the Agreement for Temporary Transfer of Vehicular Equipment.
If you have any questions regarding this transfer, please feel free to contact our office.
Sincerely,
BRIAN S. MARSHALL
State Fire and Rescue Chief
BSM/
Enclosures
Cc: Eric Walder, Region IV Fire and Rescue Coordinator
Chris Parnell, Operational Area Coordinator
Sam Marouk, Cal OES Fire and Rescue Deputy Chief, North Operations Corey Zander, Cal OES Fire and Rescue Assistant Chief
Eric Petterson, Cal OES fire and Rescue Assistant Chief Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
1 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine
AGREEMENT FOR TEMPORARY TRANSFER OF
VEHICULAR EQUIPMENT-TYPE VI FIRE ENGINE
THIS AGREEMENT, entered into this October 30, 2024, by and between the STATE OF CALIFORNIA acting by and between its duly appointed, qualified Director of the Governor’s Office of Emergency Services (Cal OES), hereinafter called the "STATE," and the Modesto Fire Department, acting by and through its duly appointed, qualified and acting officers, hereinafter called "TRANSFEREE",
W I T N E S S E T H:
IT IS HEREBY MUTUALLY AGREED between the parties hereto as follows:
The STATE hereby transfers possession to TRANSFEREE and TRANSFEREE hereby accepts possession from STATE of the fire engine and equipment listed on the attached Exhibit "A" which is by this reference made a part hereof, for the period commencing October 30, 2024, through October 30, 2034, for the following all-hazard events, emergency incidents, civil defense, and disaster purposes, namely:
Mutual aid, multiple alarm events and emergency incidents, emergency incidents threatening properties vital to national defense or important military installations, parades and displays, training of regular, volunteer and auxiliary firefighters and temporary standby for assignee's regular fire engine and the regular fire engines of other fire departments while out of service for repairs. a. Vehicle Description: 2020 HME/Ahrens-Fox Type 6 Wildland Fire Engine Vehicle Designation: 4617
Vehicle License Number: 1616852
Vehicle Identification Number: 1FD0W5HT8LED22866
Value of Vehicle: $215,599.00
Value of Hose and Appliances: $41,826.00
b. Equipment inventories (Exhibit "A") may by mutual concurrence of the STATE and TRANSFEREE be changed during the term of this agreement, utilizing property accountability procedures established or approved by the STATE.
A. Transfer of Possession
The following outlines the steps required to complete the transfer of the fire engine from the STATE to the TRANSFEREE:
a. The STATE shall send two copies of the Assignment of Equipment Form and Agreement for Temporary Transfer to the TRANSFEREE for signatures. b. The TRANSFEREE shall obtain the necessary signatures from the Fire Chief. c. The TRANSFEREE shall send the completed Assignment of Equipment Form and Agreement for Temporary Transfer forms back to the STATE. d. The STATE shall then contact the TRANSFEREE to schedule a date for the transfer to take place.
e. The TRANSFEREE shall travel to the Cal OES Fire and Rescue Fleet Services Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
2 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Division, located at:
3791 Bradview Drive
Sacramento, California 95827
f. TRANSFEREE shall be responsible for all travel expenses (to and from) including, vehicle, fuel, food, and lodging.
g. The STATE shall provide the TRANSFEREE with a comprehensive training session specific to the operation and maintenance of the fire engine. h. TRANSFEREE shall notify the STATE and the appropriate CAL OES Fire and Rescue Region Assistance Chief(s), Operational Area and Region Dispatch centers of the fire engine assignment and entering the fire engine information into the resource ordering system of record.
The following outlines the steps required to complete the return of the fire engine from the TRANSFEREE to the STATE:
a. This section does not apply to the return of the fire engine from the TRANSFEREE to the STATE when a new or replacement fire engine is assigned by the STATE to the TRANSFEREE.
b. The TRANSFEREE shall notify the STATE of the intent to return the fire engine to the STATE.
c. The STATE shall coordinate a pre-inspection to be performed on the fire engine to determine the condition of the fire engine and equipment inventory of equipment. This pre-inspection shall be performed by the Cal OES Fire and Region Division Assistance Chief.
d. The TRANSFEREE shall return the fire engine to the Cal OES Fire and Rescue Fleet Services Division, located at:
3791 Bradview Drive
Sacramento, California 95827
e. TRANSFEREE shall be responsible for all travel expenses (to and from) including, vehicle, fuel, food, and lodging.
f. The STATE shall preform a final inspection on the fire engine and the equipment inventory.
B. Housing, Maintenance, Repair and Replacement
During the term of this transfer, TRANSFEREE agrees to adequately house in an enclosed secure structure, staff, operate, maintain and repair (consistent with section 2 b.) said fire engine and equipment (hereinafter collectively referred to as the ”fire engine" except where it is desired to refer to equipment alone, in which case the term "equipment" will be used) at its sole cost and expense, save as otherwise expressly provided in this agreement. Fire engine shall be housed on property of the TRANSFEREE in a manner to provide reasonable protection against inclement weather, sabotage, theft or malicious damage. Fire engine shall be maintained in accordance with manufacturer’s recommendations, and in such condition that it is available for immediate emergency use. Maintenance shall include care of hose, batteries, tires, appliances, lubrication and fuel, general cleaning and polishing, minor body repairs and periodic testing. Repairs shall include, without being limited to, motor tune-ups, pump repairs, transmission, differential and all running gears, brake and exhaust systems, cooling devices Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
3 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine including radiator, pump packing, equipment assigned to apparatus and so forth. a. Repairs up to and including $100.00 for each individual item of repair shall be the responsibility of TRANSFEREE.
b. Repairs exceeding $100.00 for each individual item of repair shall be the responsibility of STATE; however, a $100.00 deductible shall apply, unless in the judgment of the STATE the repairs results from misuse or negligence on the part of TRANSFEREE in the maintenance or use of the fire engine, in which event the cost of each such item of repair above $100.00 shall also be the responsibility of TRANSFEREE. In no event shall TRANSFEREE arrange for repairs costing above $100.00 for any item of repair, whether it deems the same to be the responsibility of STATE or TRANSFEREE, without first obtaining authorization in writing from STATE.
c. Notwithstanding the foregoing, replacement of hose, batteries and tires shall be the responsibility of STATE, save to the extent STATE deems damage thereto to be the result of negligence or misuse on the part of TRANSFEREE, in which event TRANSFEREE will bear such portion of the replacement cost thereof as the STATE deems equitable. Procurement of tires, hose and batteries is subject to State fiscal policies and procedures, and written approval must be obtained by STATE prior to procurement. d. Maintenance and repairs must be requested and authorized pursuant to Cal OES, Fire and Rescue Division Operations Bulletin # 18, which is here by incorporated into this agreement by reference.
e. Repair or replacement of the fire engine transferred hereunder which is consumed, lost, stolen, damaged or destroyed during mutual aid operations when STATE has dispatched or directed the dispatch of said apparatus through Regional or Operational Area Fire and Rescue Coordinators, or when STATE has reassigned said apparatus pursuant to the provisions of paragraph 10 of this agreement, shall be the responsibility of STATE However, in the event that any such loss or damage is due to the negligence of TRANSFEREE, under such circumstances, TRANSFEREE shall be liable therefore to the extent that the STATE deems equitable. TRANSFEREE agrees that it will assume responsibility in full for the repair or replacement of equipment which has been consumed, lost, stolen, damaged or destroyed in operations other than referred to in this paragraph.
3. Inspection of Apparatus
TRANSFEREE agrees that representatives of STATE and other authorized State personnel may inspect the fire engine at any time, with or without advance notice.
4. Staffing
Reasonable and continual training shall be carried on so that trained personnel shall at all times be available to staff and operate said fire engine. The TRANSFEREE Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
4 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine shall provide personnel to staff the transferred fire engine per FIRESCOPE ICS standards with the expectation of staffing with three trained fire personnel for out of operational area assignments.
Per the California Fire Assistance Agreement, personnel under this Agreement are expected to be available for a minimum of seven (7) days (elapsed time) excluding travel, before needing replacement, regardless of the number of assignments from original dispatch. When local government personnel, staffing the fire engine, are committed to extended assignments there may be a need to replace or rotate personnel. Personnel rotation will follow the direction outlined in the California Fire Assistance Agreement when assigned to an incident within California. Crew rotation for incidents outside of California shall be consistent with the appropriate forest’s agencies policy and coordinated by STATE.
5. Personal Protective Equipment (PPE) and Specialized Equipment In addition to providing the standard complement of firefighting PPE, it shall be the TRANSFEREE’S responsibility to provide its personnel with all other PPE that may be required by NFPA 1901, other NFPA Standards, and 8 CA ADC § 3401 et seq. This shall include, but not be limited to, one Traffic Vest (ANSI / ISEA 207) for each seating position. In addition, we recommend chainsaw chaps be provided.
6. Training
Personnel assigned shall meet wildland fire and ICS standards established in the California Incident Command Certification System (CICCS) (January 2014 version) or NWCG 310-1 (October 2020 version). Personnel staffing STATE Type VI Fire Engines shall include the following qualifications: Company Officer (Engine Boss/ENGB), Apparatus Operator (engineer), and Firefighter (FFT1 or FFT2).
TRANSFEREE agrees to participate in an off-road train-the-trainer course and to adopt an off-road training program for their respective agencies.
7. Dispatching
All movement of the fire engine shall be handled through the official dispatching channels of TRANSFEREE. TRANSFEREE dispatchers will recognize and act on all official requests for movement of the fire engine in conformance with the Fire and Rescue Annex (California Fire and Rescue Mutual Aid System) to the State Emergency Plan and its subsequent revisions. STATE reserves the right to dispatch, direct the dispatch of, or temporarily reassign the said apparatus and equipment whenever, in the opinion of the Director of the Governor’s Office of Emergency Services, their representatives, or Operational Area and Regional Fire and Rescue Coordinators, such equipment and apparatus is essential to the protection of life and property in another jurisdiction or in the best interest of the STATE.
8. Mutual Aid Response
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
5 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Procedures for mutual aid response shall be in accordance with California Fire Service and Rescue Emergency Mutual Aid Plan.
9. Reimbursable Response
Reimbursement for mutual aid may be provided pursuant to a governor’s disaster proclamation or when conditions warrant invoking the California Fire Assistance Agreement, the State of Nevada Cooperative Agreement, the Emergency Management Assistance Compact, or the Interstate Compact as appropriate.
There is no other existing provision for mutual aid reimbursement.
10. Temporary Use
TRANSFEREE shall be permitted to use the fire engine for temporary cover of fire stations when emergency conditions warrant, or when regular fire engine is out of service for repairs. In either case, the TRANSFEREE shall immediately notify the Operational Area Dispatch Center. The TRANSFEREE further agrees that Cover-in or Standby of the fire engine exceeding 90 days is at the discretion of the STATE.
11. Temporary Transfer
a. A transfer of the fire engine or any portion thereof by TRANSFEREE for any period not exceeding seven consecutive days within a given Operational Area may be made with the consent of the Operational Area Fire and Rescue Coordinator and the STATE, providing that at the time such fire engine is received, such Temporary Transferee furnish TRANSFEREE and STATE a letter to the effect that Temporary Transferee assumes all obligations and criteria of TRANSFEREE with respect to such fire engine under this agreement during the period of transfer, including insurance coverage in accordance with Paragraph 13 or 14, as appropriate, and a copy of this Agreement is provided to the Temporary Transferee. Any transfer by TRANSFEREE for a period of more than seven consecutive days shall be subject to authorization by the STATE and execution of an “Agreement for the Temporary Transfer of Vehicular Equipment”, with the agency requesting the transfer.
b. Whenever fire engine is transferred in accordance with the provisions of paragraph 11.a, regular TRANSFEREE shall be relieved of its obligations under this agreement during such period of transfer.
c. Complete a written Temporary Cal OES Fire Engine Transfer Record, Exhibit “C”. The TRANSFEREE will retain one copy, the Temporary Transferee will retain one copy, and one copy will be forwarded to the STATE.
12. Reports and Records
TRANSFEREE shall maintain daily and monthly reports on the details of fire engine Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
6 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Use on OES F-101 Form. A Smoke Opacity Test, Pump Test, and Hose Test, and Ladder Test shall be completed annually. Written results of all tests and reports shall be forwarded to the STATE, by the end of the calendar year. A recent copy of the tests and reports shall be maintained in the vehicle logbook.
13. Report of Accidents
TRANSFEREE shall immediately notify STATE following any and all accidents involving this fire engine. It shall be the responsibility of TRANSFEREE to fill out State Form 270, "Report of Automobile Accident," and file the report with the STATE. A copy of this report shall be retained by the TRANSFEREE and the original and four copies forwarded to the STATE.
14. Insurance Protection (Non- State Agencies)
a. TRANSFEREE agrees forthwith to furnish evidence of insurance protecting the legal liability of the TRANSFEREE and the STATE for liability and/or property damage with a combined single limit of 1,000,000.00 per occurrence, by means of a Certificate of Insurance naming State of California as Additional Insured. Said certificate shall contain an agreement by the insurance company that it will not cancel said policy without 15 days prior written notice to the STATE and that the STATE is not liable for the payment of any premiums or assessments thereon. Said certificate must include the description of the fire engine including VIN, state license number and fire engine number.
b. In the event the TRANSFEREE is self-insured, TRANSFEREE in lieu of a certificate of insurance shall furnish the STATE a written statement of such fact. In such event TRANSFEREE agrees to hold the STATE harmless from any personal injury or property damage claims arising out of its maintenance, use or operation of the fire engine under the terms of this agreement. c. Physical damage insurance, including collision coverage and comprehensive coverage, shall be obtained. The STATE will be named as a loss payee. The description of the vehicle and the necessary amount of insurance required is outlined in attached Exhibit "C" which is by this reference made a part hereof.
15. Insurance Protection (State Agencies)
Any insurance necessary for coverage of the fire engine shall be the sole responsibility of the department having custody of the vehicle. TRANSFEREE agrees to report apparatus as being under its control to the Insurance Officer, Department of General Services.
16. Termination of Agreement
a. Either party may terminate this agreement upon 14 days written notice to other party, or TRANSFEREE may relinquish or STATE may repossess any Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
7 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine portion of the fire engine upon like notice to the other party, except that STATE may repossess any portion thereof without written notice whenever it deems the same is not being maintained in accordance with this agreement.
b. Upon the termination of this agreement, TRANSFEREE agrees to return said fire engine in the same condition as received, reasonable wear and tear excepted.
c. As inventory changes occur, or items of equipment are replaced, deleted or added by the STATE or replaced by TRANSFEREE, it is mutually agreed that no amendment to this agreement need be made at the time of the change; provided however, at the termination of this agreement a complete reconciliation of all equipment will be made. TRANSFEREE further agrees that all replacements for fire engine or equipment will be made with identical or substantially like items as approved by the STATE. d. Nothing in this agreement shall be construed to create a new property interest or right of action for the TRANSFEREE.
17. Unauthorized Use of STATE Fire Engine and Equipment Use of this fire engine other than as specified in paragraph 1 will be considered a breach of this agreement.
18. Use of Radio Equipment
a. STATE will furnish at STATE's sole cost, radio equipment installed in the fire engine to be operated on the current approved State radio load. b. STATE agrees to maintain said radio equipment without cost to TRANSFEREE. c. The TRANSFEREE agrees to operate said radio equipment in accordance with the Rules and Regulations of the Federal Communications Commission.
d. Ownership of said equipment is in the STATE, and all applications to the Federal Communications Commission seeking authority to add, modify or replace radio equipment covered by this agreement shall be made by and in the name of the State of California. To activate this agreement and in compliance with the control requirements of the Communications Act of 1934, as amended, the STATE hereby deputizes the Chief of the agency of said TRANSFEREE, and such volunteers, regularly employed and salaried assistants as shall be designated by the Chief of the agency as his agents to operate said radio equipment as specified in paragraph ''c" above. e. STATE assumes no liability hereunder for claims or losses accruing or resulting to any person, firm or corporation furnishing or supplying work, services or material or services in connection with the performance of this agreement Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
8 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine or for any claims and losses accruing or resulting to any person, firm or corporation injured or damaged by performance of either party hereunder.
19. Notices
All notices herein provided to be given, or which may be given by either party to the other shall be deemed to have been fully given when made in writing and deposited in the U.S. mail, registered and postage prepaid and addressed as follows: To the TRANSFEREE at Modesto Fire Department, 409 12th Street, Modesto, CA 95354 and to the STATE at Governor’s Office of Emergency Services, Fire and Rescue Division, 3650 Schriever Avenue, Mather, CA 95655. The address to which notices shall or may be mailed as aforesaid to either party may be changed by written notice given by such party to the other, as hereinabove provided; but nothing herein contained shall preclude the giving of any such notice by personal service.
20. Alterations and Variations
It is mutually understood and agreed that no alteration or variation of the terms of this agreement shall be valid unless made in writing and signed by the parties hereto, and that no oral understanding or agreements not incorporated herein, and no alterations or variations of the terms hereof unless made in writing between the parties hereto shall be binding on any of the parties hereto.
21. Waivers
The STATE may in its sole discretion and for such good cause as it determines waive in writing in whole or in part any requirement of this agreement that fire engine and/or equipment shall be maintained in operating condition, or repaired, or replaced, providing that any such waiver shall be applicable only to the specific fire engine or equipment to which it refers. No failure to enforce any provision of this Agreement shall be construed as a waiver of the provision. Any waiver, in order to be effective, must be in writing and shall only be effective for the instance specified in the writing.
IN WITNESS WHEREOF the parties hereto have executed this agreement upon the date first above written.
TRANSFEREE: STATE OF CALIFORNIA:
_Modesto Fire Department_______ ___________Nancy Ward _ Director
Governor’s Office of Emergency Services
By: By:
Kevin Wise, Fire Chief Brian S. Marshall
State Fire and Rescue Chief
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “A”
EQUIPMENT INVENTORY: Type VI Fire Engine
QUAN DESCRIPTION OES
NUMBER
SERIAL
NUMBER
FIRE HOSE
3 1 ½” NH X 50’, Structural Hose
1 1 ½” NH X 35’, Structural Hose
1 1 ½” NH X 35’, Wildland Hose
1 3” NH X 15’ Soft Suction Hose
8 3” NH X 50 Structural Hose
3 1 ½” NH X 100’, Wildland Hose
3 1” NPSH X 100’, Wildland Hose
3 5/8” GHT X 100’, Wildland Hose
HOSE REEL FIRE HOSE
2 ¾” NPSHX 50’, Hose Reel
SUCTION HOSE
2 3” NH X 9’, Suction Hose
1 1 ½” NH X 8, Suction Hose
NOZZLES
1 1 ½” NH Nozzle Structural, 30-125 GPM, Pistol Grip
1 1 ½” NH Nozzle, Structural, 30-125 GPM, Break-Apart
2 1 ½” NH Nozzle, Wildland, 20-60 GPM
1 1” NPSH Foam Nozzle, Pistol Grip
1 ¾” GHT Nozzle, Wildland
4 1” NPSH Nozzle, Wildland, 10-23 GPM
1 1 ½” NH Nozzle, Wildland w/ Foam Nozzle Attached
ADAPTERS AND FITTINGS
1 2 ½” NH Double Male
1 2 ½” NH Double Female
1 2 ½” NH-F X 1 ½” NH-M Reducer
1 1 ½” NH Double Male
2 1 ½” NH Double Female
1 1” NPSH Double Male
1 1” NPSH Double Female
1 1 ½” NH-F X 1” NH-M Reducer
2 1 ½” NH-F X 1” NPSH-M Reducer
3 1” NPSH-F X ¾” GHT-M Reducer
1 1 ½” NH-F X 2 ½” NH-M Increaser
1 ¾” GHT-F X 1” NSPH-M Increaser
1 1” NPSF-F X 1 ½” NH-M Increaser
1 3” NH-F X 2 ½” NH-F Adapter
1 1 ½” NPSH-F X 1 ½” NH-M Adapter
1 1 ½” NH-F X 1 ½” NPSH-M Adapter
1 1” NH-F X 1” NPSH-M Reducer
1 1 ½” NH-F X 1 ½” NH-M In-Line Shut-Off
1 1” NPSH-F X 1” NPSH-M In-Line Shut-Off
5 ¾” GHT-F X ¾” GHT-M In-Line Shut-Off
HOSE APPLIANCES
1 2 ½” NH-F X 1 ½” NH-F X 1 ½” NH-F Gated Wye
2 1 ½” NH-F X 1 ½” NH-M X 1 ½” NH-M Gated Wye
A-1
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine 1 1” NPSH-F X 1” NPSH-M X 1” NPSH-M Gated Wye
1 ¾” GHT-F X ¾” GHT-M X ¾” GHT-M Gated Wye
3 1 ½” NH-F X 1 ½” NH-M X 1” NPSH-M Tee
3 1” NPSH-F X 1” NPSH-M X 1” NPSH-M Tee
1 3” NH Suction Hose Strainer
1 1 ½” NH Strainer/Foot Valve
1 1 ½” NH Floating Strainer
LADDERS
1 Little Giant Ladder, 20’
HAND TOOLS
1 Pick-Head Axe, 6 LB, 36” Handle
1 Flat-Head Axe, 6 LB, 36” Handle
1 Pike Pole, 6’
1 Rubbish Hook, 6’
2 Forest Fire Shovel
1 McLeod
1 Pulaski
1 Fire Rake
1 Council Combination Tool
2 Hay Hooks
1 Pipe Wrench, 24”
1 Bolt Cutters, 24”
1 Fence Pliers
HOSE ACCESSORIES
2 Forestry Spanner Wrench, Combination
1 Dead-Blow Hammer, 2 LB
1 Hydrant Wrench
2 Spanner Wrench
1 Foam Can Wrench
1 Hose Roller
2 Wildland Hose Clamp
PORTABLE PUMP
1 Portable Pump, 119 GPM, 64 PSI
2 2” NPT-F X 1 ½” NH-M Adapter
1 Fuel Can, 2 ½ Gallon, Regular Fuel
BACKPACK PUMP
1 Backpack Pump, 5 Gallon
DRIP TORCH
1 Drip Torch
TRUCK EQUIPMENT
2 Chock Blocks
1 Triangle Warning Reflectors
1 Electronic Road Flare Kit
1 Traffic Cones, Collapsible Kit,
1 Jack, 8-Ton
1 Tow Chain, 25’ X 3/8”, 6,660 LB Working Load
CHAIN SAW
1 Chain Saw, 24” Bar, Standard Chain
1 Spark Plug, Spare
1 Air Filter, Spare
1 Bar, 24”, Spare
A-2
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine 1 Bar Oil, 1 Gallon
1 Chain Saw Tool Kit
FIRE EXTINGUISHERS
1 30 LB BC Fire Extinguisher
1 5 LB ABC Fire Extinguisher
EXTRICATION EQUIPMENT
1 Spreader, eDRAULIC
1 Cutter, eDRAULIC
1 Ram, eDRAULIC
Rechargeable Battery
1 Battery Charger, Multi-Bank
ROPE
1 Utility Rope, ½” X 100’
1 Rope Bag
G.P.S.
1 Garmin
A-3
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “B”
RADIO INVENTORY: Type VI Fire Engine
QUAN DESCRIPTION OES NUMBER SERIAL
NUMBER
MOBILE RADIOS
1 Mobile Radio, Bendix-King, KNG M-150
PORTABLE RADIOS
1 Portable Radio, Bendix-King, KNG P-150
1 Speaker Microphone
1 Battery Holder
1 Carrying Case, Leather
B-1
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “C”
TEMPORARY CAL OES FIRE ENGINE TRANSFER RECORD
NO. A R T I C L E OES
DECAL
QUANTITY
1. 500 GPM Type IV Fire Engine, complete with
equipment per attached Exhibit "A" of Agreement
for Temporary Transfer of Vehicular Equipment.
OES - 1
2. License No: 1616852
3. VIN No: 1FD0W5HT8LED22866
4. Engine Number: 4617
5. Proof of Insurance:
6. Inventory Completed:
7. 8.
9. 10.
11. REASON FOR TEMPORARY TRANSFER:
SIGNATURES:
Date
PERMANENT TRANSFEREE
Date
TEMPORARY TRANSFEREE
C-1
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine EXHIBIT “D”
INSURANCE REQUIREMENTS
Part of the agreement through which the STATE makes a temporary transfer of vehicular equipment is the agreement on the part of the TRANSFEREE to furnish certain evidence of insurance. Your organization, as a transferee of equipment, will want to be mindful of these requirements and assure they are complied with.
Liability Insurance
A certificate of insurance shall be furnished to the STATE providing minimum limits of insurance as follows:
BODILY INJURY and PROPERTY DAMAGE LIABILITY $1,000,000.00 PER OCCURANCE A certificate of insurance will have the following provisions included:
1. The State of California shall be named Loss Payee and Additional Insured.
2. The insurance company shall agree that in the event of cancellation, 15 days prior written notice will be given to the STATE.
3. The STATE shall not be responsible for premium or assessments.
4. Certificate of Insurance must include the description of the fire engine including identification number, State license number and Cal OES unit number.
Physical Damage Insurance
The transfer agreements place certain responsibilities upon your organization for the safekeeping of the vehicle and equipment. The STATE will look to your organization for reimbursement for repair or replacement cost in the event the vehicle or equipment is damaged by misuse or negligence or by other causes, except normal wear and tear, acts of God and conditions over which your organization has no control.
D-1
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Description of Fire Engine
VEHICLE VALUE
2020 FORD (HME) $215,599.00
License Number: 1616852
VIN Number: 1FD0W5HT8LED22866
Engine Number: 4617
EQUIPMENT
Hose and Appliance $41,826.00
D-2
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine EXHIBIT “E”
Original text of letter addressed to the California Fire Service outlining the specifications to be considered for a Type VI fire engine assignment:
As a result of the Governor’s Blue-Ribbon Commission of the 2003 Fire Siege, the Governor’s Office of Emergency Services, Fire and Rescue Division has purchased seventy-nine Type VI fire engines.
Cal OES, Fire and Rescue Division is notifying agencies that are interested in becoming a transferee of the new Type VI fire engines. These fire engines will be assigned within the Cal OES Regions. Agencies desiring to house and staff these fire engines must meet the following criteria for consideration of transfer. All these items must be addressed in your fire engine request.
Training:
· Personnel responding with the fire engine shall meet wildland fire and ICS training standards established in the California Incident Command Certification System (CICCS) or NWCG 310-1 (Current version) for the following positions; 1 Engine Boss or Company Officer
1 Apparatus Operator (Engineer)
1 Firefighter (Type 1 or 2 Firefighter)
· The department has or will adopt a 4X4 Driver Training Program Cal OES, Fire and Rescue Division Type VI TRANSFEREE will be expected to meet and accept the following work assignments & staffing:
· Backfire, Burnout, Holding, and Mop-Up
· Progressive Hose Lays, Hose Lays supplemented with portable pumps · Construct Hand lines
· Mobile Pumping
· Operate in Off-Road Environment
· Meet the expected 7-Day minimum assignment period in compliance with the California Fire Assistance Agreement.
· Meet FIRESCOPE compliant 3-person staffing
· The ability to staff 3-person staffing for out of Operational Area dispatches · The transfer agreement that transfers the fire engine requires that a fire department staff the fire engine for immediate need with 3 fully trained personnel.
· The department should assess if it has the staffing capability to send the engine out (minimum 3 fire fighters) for 7-14 days (excluding travel time) E-1
Docusign Envelope ID: 78246FA1-267D-4C73-84C8-6F4C26DBFDF8 In Process
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Certificate Of Completion
Envelope Id: 78246FA1267D4C7384C86F4C26DBFDF8 Status: Sent Subject: Complete with Docusign: 4617_Modesto FD_Type VI Agreement.pdf Source Envelope:
Document Pages: 17 Signatures: 2 Envelope Originator:
Certificate Pages: 5 Initials: 0 Mitch Higgins
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
3650 Schriever Ave
Mather, CA 95630
[email protected]
IP Address: 12.198.223.202
Record Tracking
Status: Original
10/8/2024 6:27:58 AM
Holder: Mitch Higgins
[email protected]
Location: DocuSign
Security Appliance Status: Connected Pool: StateLocal
Storage Appliance Status: Connected Pool: California Governor's Office of Emergency Services
Location: DocuSign
Signer Events Signature Timestamp
Brian Marshall
[email protected]
Fire and Rescue Chief
Security Level: Email, Account Authentication
(None) Signature Adoption: Pre-selected Style
Using IP Address: 76.20.8.210
Sent: 10/8/2024 6:34:19 AM
Resent: 10/9/2024 4:52:15 PM
Resent: 10/10/2024 5:06:34 PM
Resent: 10/14/2024 6:46:21 AM
Viewed: 10/14/2024 8:19:38 AM
Signed: 10/14/2024 8:19:51 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Kevin Wise
[email protected]
Security Level: Email, Account Authentication
(None)
Sent: 10/14/2024 8:19:53 AM
Viewed: 10/14/2024 9:01:12 AM
Electronic Record and Signature Disclosure:
Accepted: 10/14/2024 9:01:12 AM
ID: 45e32e55-1ad6-4436-8524-511875198e05
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Mitch Higgins
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Witness Events Signature Timestamp
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Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 10/8/2024 6:34:20 AM
Envelope Updated Security Checked 10/8/2024 9:49:10 AM
Envelope Updated Security Checked 10/8/2024 9:49:10 AM
Envelope Updated Security Checked 10/8/2024 9:49:10 AM
Certified Delivered Security Checked 10/14/2024 9:01:12 AM Payment Events Status Timestamps
Electronic Record and Signature Disclosure
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ELECTRONIC RECORD AND SIGNATURE DISCLOSURE
From time to time, Carahsoft OBO California Governor's Office of Emergency Services (we, us or Company) may be required by law to provide to you certain written notices or disclosures.
Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system.
Getting paper copies
At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below.
Withdrawing your consent
If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below.
Consequences of changing your mind
If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. Further, you will no longer be able to use the DocuSign system to receive required notices and consents electronically from us or to sign electronically documents from us.
All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 3/23/2020 10:41:55 AM Parties agreed to: Kevin Wise
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Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us.
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To withdraw your consent with Carahsoft OBO California Governor's Office of Emergency Services
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To inform us that you no longer wish to receive future notices and disclosures in electronic format you may:
i. decline to sign a document from within your signing session, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an email to [email protected] and in the body of such request you must state your email, full name, mailing address, and telephone number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process..
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CITY OF MODESTO
COMMITTEE AGENDA REPORT
DATE OF MEETING:
December 9, 2024
Date: October 28, 2024
TO: Safety and Communities Committee
Rosa Escutia-Braaton, Chair
Jeremiah Williams, Vice-Chair
Chris Ricci, Member
THROUGH: Joseph P. Lopez, City Manager
FROM: Jeremy Rogers, Director of Parks, Recreation and Neighborhoods Department SUBJECT: Third Amendment to the Agreement for the Operation of the King-Kennedy Memorial Center
CONTACT: John Skeel, Recreation and Neighborhoods Manager, [email protected], 209-577-5216
DESCRIPTION:
Consider the Third Amendment to the Agreement for the Operation of the King-Kennedy Memorial Center with the West Modesto Community Collaborative to amend the Agreement to a month-tomonth basis until July 1, 2025, and forwarding to Council for approval. (Funding Source: General Fund)
STRATEGIC PLAN ELEMENT:
This item is consistent with the following 2020-2025 Strategic Plan Areas of Focus: Quality of Life and Governance and Service Delivery
BACKGROUND:
The King-Kennedy Memorial Center (“Center”) was constructed in 1968 with funding from the Department of Housing and Urban Development (“HUD”). The City operated, staffed, and offered community programming from 1968 until 2008. On May 23, 2006, by Resolution No. 2006-317, Council authorized the Parks, Recreation and Neighborhoods Department (“PRND”) to issue a Request for Information (RFI) inviting qualified non-profits to submit “Letters of Interest” to operate the Center. The West Modesto Community Collaborative (“WMCC”) was the only vendor/agency to submit a response. On June 12, 2007, by Resolution No. 2007-339, Council authorized PRND to enter negotiations with WMCC for management of the Center. On February 5, 2008, by Resolution No. 2008-081, the City of Modesto entered into an agreement with WMCC to manage and operate the Center.
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Safety and Communities Committee, December 9, 2024
Third Amendment to the Agreement for the Operation of the King-Kennedy Memorial Center
The WMCC provides mental health services, community engagement, after school programming, summer camps, intervention programs and other services information to West Modesto. WMCC also hosts events open to the community for celebrations including Juneteenth.
In 2017, PRND staff established criteria for the outside agency operation of the Center and issued Request for Qualifications (RFQ) 1718-PRN-002 to 435 interested parties qualified to operate the Center. The WMCC was the only vendor/agency to submit a response. On August 8, 2018, by Resolution No. 2018-303, Council approved the agreement with WMCC to manage and operate the Center. On February 11, 2020, by Resolution No. 2020-079, Council approved the First Amendment to the Agreement to provide access and use of the Center outside regular business hours and authorized WMCC to schedule and coordinate Center usage by the King-Kennedy Memorial Center Board of Directors, National Association for the Advancement of Colored People (NAACP) Modesto Stanislaus Branch 1048, and The Women’s Auxiliary, a Modesto community connection for community services.
On April 6, 2021, by Resolution No. 2021-110, Council approved the application for grant funds to renovate Dr. Martin Luther King Jr. Park (MLK Park) with construction of a gymnasium/multipurpose room, outdoor amphitheater stage, baseball field, basketball court, fitness stations, restrooms, safety lighting and walking paths. The MLK Park Renovation Project will require the closure of the Center during a period of construction.
On July 11, 2023, by Resolution No. 2023-353, Council approved the Second Amendment to the Agreement for a one (1) year extension to allow time for the preparation of a Request for Proposal (RFP) for operation of the facility prior to MLK Park renovations and KKMC closure.
DISCUSSION:
The closure of MLK Park and Center was tentatively scheduled for February 2025. City Staff were in the process of postponing the RFP process until renovations and Center closure were completed and reopened, to avoid entering a new agreement during construction and resulting facility closure. In September 2024, the City reviewed the scope of work and dedicated resources required for current projects. As a result, the timeline for current projects was amended for construction start dates to take place in chronological order to ensure proper resources and staff support would be available. The adjusted tentative schedule for the MLK Park renovations project is July 2025 through December 2026.
City staff propose to amend the current KKMC Operations Agreement with WMCC to a month-tomonth basis until July 1, 2025, when construction is slated to begin for the MLK Park renovations project. The agreement with WMCC will conclude and the agency will vacate the KKMC of all property, personnel, and equipment. The RFP process for the KKMC Operations Agreement will also begin in conjunction with the facility’s closure for construction. This will provide agencies and community groups ample time to submit proposals for Center operations, provide staff enough time to thoroughly vet submissions and provide continuous programming to the surrounding community throughout the process.
This Third Amendment will not change the WMCC’s monthly rent payment to the City of $1,250 per month.
FISCAL IMPACT:
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Safety and Communities Committee, December 9, 2024
Third Amendment to the Agreement for the Operation of the King-Kennedy Memorial Center
This amendment maintains the monthly rent paid by WMCC of $1,250 per month and generates $15,000 in annual revenue for the Recreation Division operating budget.
RECOMMENDED COMMITTEE ACTION:
Staff Recommendations:
Motion recommending the Third Amendment to the Agreement for the Operation of the KingKennedy Memorial Center with the West Modesto Community Collaborative to amend the Agreement to a month-to-month basis until July 1, 2025, and forwarding to Council for approval.
Approved by:
Jeremy Rogers
Parks, Recreation and Neighborhoods Director
Joseph P. Lopez, City Manager
Attachments:
1. Third Amendment to Operations Agreement
2. Second Amendment to Operations Agreement
3. First Amendment to Operations Agreement
4. Operations Agreement
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Third Amendment to KKMC Operating Agreement
THIRD AMENDMENT TO AGREEMENT FOR THE OPERATION OF THE
KING-KENNEDY MEMORIAL CENTER
THIS THIRD AMENDMENT TO THE AGREEMENT, made and
entered into in the City of Modesto, State of California, this 8th day of August 2024, by and between the CITY OF MODESTO, a municipal corporation of the State of California, hereinafter referred to as "CITY", and the Stanislaus Multi Cultural Community Health Coalition, a California non-profit agency, D.B.A. West Modesto Community Collaborative, hereinafter referred to as "AGENCY".
R E C I T A L S
WHEREAS, on August 8, 2018, by Resolution No. 2018-303, Council approved the Agreement (“AGREEMENT”) for the Operation of the King-Kennedy Memorial Center to operate and provide community service programming at the KingKennedy Memorial Center, hereinafter referred to as “Facility”; and WHEREAS, Section 16 of the AGREEMENT provides that the
AGREEMENT may be modified by a written amendment by the parties; and WHEREAS, on February 11, 2020, by Resolution No. 2020-079, Council approved the First Amendment to the Agreement (“FIRST AMENDMENT”) to provide access and use of Facility outside regular business hours, and authorize AGENCY to schedule and coordinate Facility use by King-Kennedy Memorial Center Board of Directors, NAACP Modesto Stanislaus Branch 1048, and The Women’s Auxiliary, A Modesto Community Connection; and
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Third Amendment to KKMC Operating Agreement
WHEREAS, on July 11, 2023, by Resolution No. 2023-353, Council approved the Second Amendment to the Agreement (“SECOND AMENDMENT”) to extend the agreement term one (1) year to provide time for the City to issue a Request for Qualifications for operation of the Facility; and
WHEREAS, the City received a grant for Dr. Martin Luther King Jr. Park renovations and construction with facility closure is anticipated to begin July 2025; and WHEREAS, the AGREEMENT is set to expire on August 8, 2024, and AGENCY and CITY desire to extend the AGREEMENT on a month-to-month basis until July 1, 2025, for King-Kennedy Memorial Center and Dr. Martin Luther King Jr. Park renovations and construction.
NOW, THEREFORE, the parties mutually agree to amend the AGREEMENT as follows:
1. Section 2 “TERM OF AGREEMENT” is amended to read as follows:
“This Agreement shall commence of August 8, 2018 (“Effective Date”) and continue for a period of six (6) years and continue thereafter on a month-to-month basis until July 1, 2025. The CITY also retains the right to terminate this Agreement, as provided in Section 12.”
2. Section 3 “COMPENSATION” is amended to read as follows:
“AGENCY shall pay to the CITY, for its right to use and operate the FACILITY under this Agreement, the sum of ONE THOUSAND DOLLARS ($1000.00) per month that the facility is in operation. On each anniversary of the Effective Date, #2..
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Third Amendment to KKMC Operating Agreement
the monthly rent payment shall increase by FIFTY DOLLARS ($50.00) per year, for years one (1) through six (6). The subsequent months shall have no rent payment increase.
In advance of the first day of each month during the term hereof, these sums shall be payable without notice or demand and without any deduction, offset, or abatement in lawful money of the United States to the CITY at the address stated herein for notices or to such other person so such other places as the CITY may designate in writing.”
3. Except as modified and amended by this THIRD AMENDMENT to AGREEMENT, all other provisions of the AGREEMENT together with the FIRST AMENDMENT and SECOND AMENDMENT, including all exhibits pertaining thereto, 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 Agreement in duplicate by its City Manager and attested by its City Clerk under authority of Resolution No. 2024-____, adopted by the Council of the City of Modesto on the ____ day of ____________, 2024 and West Modesto Community Collaborative, has caused this Third Amendment to Agreement to be duly executed.
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Second Amendment to KKMC Operating Agreement
1 SECOND AMENDMENT TO AGREEMENT FOR THE OPERATION OF THE
KING-KENNEDY MEMORIAL CENTER
THIS SECOND AMENDMENT TO THE AGREEMENT, made and
entered into in the City of Modesto, State of California, this ___ day of ______________ 2023, by and between the CITY OF MODESTO, a municipal corporation of the State of California, hereinafter referred to as "CITY", and the Stanislaus Multi Cultural Community Health Coalition, a California non-profit agency, D.B.A. West Modesto Community Collaborative, hereinafter referred to as "AGENCY".
R E C I T A L S
WHEREAS, on August 8, 2018, by Resolution No. 2018-303, Council approved the Agreement (“AGREEMENT”) for the Operation of the King-Kennedy Memorial Center to operate and provide community service programming at the KingKennedy Memorial Center, hereinafter referred to as “Facility”; and WHEREAS, on February 11, 2020, by Resolution No. 2020-079, Council approve the First Amendment to the Agreement (“FIRST AMENDMENT”) to provide access and use of Facility outside regular business hours, and authorize AGENCY to schedule and coordinate Facility use by King-Kennedy Memorial Center Board of Directors, NAACP Modesto Stanislaus Branch 1048, and The Women’s Auxiliary, A Modesto Community Connection.
WHEREAS, the AGREEMENT is set to expire on August 8, 2023 and AGENCY and CITY desire to extend the AGREEMENT one (1) year to provide time for DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 11th July
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Second Amendment to KKMC Operating Agreement
2 the City to issue a Request for Qualifications for operation of the Facility and amend the AGENCY’s Scope of Services.
NOW, THEREFORE, the parties mutually agree as follows:
1. Section 2. TERM OF AGREEMENT. is amended to read as follows:
“This Agreement shall commence of August 1, 2018 (“Effective Date”) and continue for a period of three (3) years followed by three (3), one-year renewal options for a total length not exceeding six (6) years from Effective Date. The CITY also retains the right to terminate this Agreement, as provided in Section
12.”
2. Section 3. COMPENSATION. is amended to read as follows:
“ AGENCY shall pay to the CITY, for its right to use and operate the FACILITY under this Agreement, the sum of ONE THOUSAND DOLLARS ($1000.00) per month. On each anniversary of the Effective Date, the monthly rent payment shall increase by FIFTY DOLLARS ($50.00) per month, pursuant to the following schedule:
Year 2: $1,050.00 per month
Year 3: $1,100.00 per month
Year 4: $1,150.00 per month
Year 5: $1,200.00 per month
Year 6: $1,250.00 per month
In advance of the first day of each month during the term hereof, these sums shall be payable without notice or demand and without any deduction, DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 #2..
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Second Amendment to KKMC Operating Agreement
3 offset, or abatement in lawful money of the United States to the CITY at the address stated herein for notices or to such other person so such other places as the CITY may designate in writing.”
3. Exhibit D – GENERAL INFORMATION shall be amended to read as follows:
“1. Agency understands and agrees to abide by the Parks, Recreation and Neighborhoods (PRN) Facility Use Rules and Regulations.
2. Agency’s regular business hours shall be as follows:
Monday – Friday 8:00 AM – 5:00 PM
Any change to regular business hours must be approved by City with a minimum of 2 weeks’ notice and public posting.
Agency shall be responsible for the scheduling and management of facility usage by the King-Kennedy Memorial Center Board of Directors, NAACP Modesto Stanislaus Branch 1048, and The Women’s Auxiliary, A Modesto Community Connection. The usage of the facility by these nonprofit organizations will be considered Agency use and will be covered by the Agency’s insurance and staffed and secured by Agency personnel.
Agency use of the facility outside normal operating hours for their own purposes, will be permitted for the conducting of Community Services only. All such usage by the Agency shall be covered by Agency’s insurance and staffed and secured by Agency personnel.
Agency shall be responsible for the scheduling and management of all facility usage outside normal operating hours by all other person(s) or organizations. All such usage shall be insured by Agency or by user and staffed and secured by Agency personnel.
Agency shall allow City usage of the facility outside normal operating hours for City Functions.
Agency shall submit hours for Community Service programs to City Representative on a quarterly basis. Agency shall post for public display and perform outreach activities for Community Services at the Facility and provide, at a minimum, program marketing publications detailing programs, services, events, and hours of operations. Agency may, be shall not be limited to, listing activities on Agency website.
DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 #2..
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Second Amendment to KKMC Operating Agreement
4 3. City reserves the right to sublease any or part of the Facility. Prior to the execution of a sublease, the City agrees to meet with Agency and a prospective lessee to coordinate activities as the facility. If the sublease results in a reduction of program space available to Agency, City and Agency shall meet to discuss whether this Agreement should be amended to provide for an adjustment of a proportional reduction in the minimum Community Services programmatic requirements imposed by this Agreement. An adjustment shall be set forth in writing and signed by the City and Agency. City Manager, or his designee, or, if applicable, City Council approval, shall be required to approve reductions in the required Community Services Program. At City’s sole discretion, City may approve or request requests form Agency to sublease a portion of the Facility.
4. Agency shall not be required to provide services at the Facility on City holidays and other holidays as listed below:
New Year’s Day
Martin Luther King Day
President’s Day
Memorial Day
Cesar Chavez Day
Juneteenth
Independence Day
Labor Day
Thanksgiving Day
Day After Thanksgiving Day
Christmas Day
Agency shall have the right to close the facility during regular business hours as needed.
5. Agency shall cooperate with City in the conduct of any evaluation of Agency’s services. Agency recognizes and agrees that an evaluation of the Agency’s services may be completed after the expiration of the term of this Agreement.
6. Agency will provide reports to the City on the due dates specified in EXHIBIT B. The reports shall be provided in a format specified by city and contain performance measurement results, workload data, budget expense and revenue data, and adequate narration to describe and support measurement data. The City will provide the reporting templates to Agency.”
DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 #2..
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Second Amendment to KKMC Operating Agreement
5 4. Except as modified and amended by this SECOND AMENDMENT to AGREEMENT, all other provisions of the AGREEMENT and the FIRST AMENDMENT, including all exhibits pertaining thereto, shall remain unchanged and in full force and effect.
DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 #2..
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Second Amendment to KKMC Operating Agreement
6 IN WITNESS WHEREOF, the CITY OF MODESTO, a municipal
corporation, has authorized the execution of this Second Amendment to Agreement in duplicate by its City Manager and attested by its City Clerk under authority of Resolution No. 2023-____, adopted by the Council of the City of Modesto on the ____ day of ____________, 2023 and West Modesto Community Collaborative, has caused this Second Amendment to Agreement to be duly executed.
Signatures on Following Page
DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 353
11th
July
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CITY OF MODESTO,
a municipal corporation
BY: ____________________________
JOSEPH P. LOPEZ, City Manager
ATTEST:
(Seal)
BY: ____________________________
DIANE NAYARES-PEREZ, CMC,
City Clerk
________________________________
BY: ____________________________
By _____________________________
Name Title
BY: ____________________________
By _____________________________
Name Title
APPROVED AS TO FORM:
BY: ____________________________
JOSE M. SANCHEZ, City Attorney
APPROVED AS TO FORM:
BY: ____________________________
JOE F. RODRIGUEZ, Risk Manager
Federal ID # ___________
DocuSign Envelope ID: A013B066-F82E-4E93-9C31-3FAC5B247101 West Modesto Community Collaborative
31-1751288
Perfecto Munoz 08/19/23
Jocelyn Cooper President BOD
8/28/2023
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CITY OF MODESTO
COMMITTEE AGENDA REPORT
DATE OF MEETING:
December 9, 2024
November 19, 2024
TO: Safety and Communities Committee
Rosa Escutia-Braaton, Chair
Jeremiah Williams, Vice Chair
Chris Ricci, Member
THROUGH: Joseph P. Lopez, City Manager
FROM: Bill Sandhu, Director of Public Works
SUBJECT: Ordinance Update Regarding Speed Limits
CONTACT: Max Navarro, Associate Engineer, [email protected], 209-571-5116 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 item is consistent with Council’s Strategic Commitment Area of Focus: “Quality of Life Goals and Strategies”; engage partners across the community to ensure the safety, resilience, and attractiveness of Modesto; Goal A: “Improve community safety and quality of life through a combination of prevention and intervention efforts that address safety and it’s underlying issues.”
BACKGROUND:
The California Vehicle Code (CVC) section 223581 authorizes local agencies to post speed limits less than 65 miles per hour (mph) on local streets. The last update to this code section was by Assembly Bill Number 43, in October 2021. To use radar to enforce these speed limits, the CVC mandates the following conditions:
The local agency shall prepare an engineering and traffic survey. 1 https://leginfo.legislature.ca.gov/faces/codes_displayText.xhtml?division=11.&chapter=7.&lawCode=VEH&article =1.
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Safety & Communities Committee, December 9, 2024
Ordinance Update Regarding Speed Limits
The engineering and traffic survey shall be updated every five, seven, or fourteen years per CVC Section 40802.
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 6272 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, 223573, and 22358.
The CVC section 22358 authorizes local agencies to reduce school zone speed limits to 15 mph when the following criteria are met:
Street is in a residential district.
Street outside of a school zone has a posted speed limit no greater than 30 mph. Street has no more than a total of two traffic lanes (one in each direction or two in one direction).
The reduced school zone speed limit of 15 mph is within 500 feet of school grounds. The extended school zone speed limit of 25 mph is within 500 to 1,000 feet of school grounds.
Extended school zone speed limits; reference California Manual on Uniform Traffic Control Devices (CA MUTCD) section 7B.164.
DISCUSSION:
Engineering and traffic surveys need to be completed periodically to allow radar or laser enforcement, as mandated in the CVC. To Extend Survey (ES) up to seven years the requirements are the enforcement agency staff must be properly trained and equipped per CVC Section 408025. To ES up to 14 years, a registered engineer must evaluate the 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 thirty (30) engineering and traffic surveys completed this year and have prepared recommended speed limits. An engineering survey 2 https://codes.findlaw.com/ca/vehicle-code/veh-sect-627/ 3 https://leginfo.legislature.ca.gov/faces/codes_displaySection.xhtml?lawCode=VEH§ionNum=22357 4 https://dot.ca.gov/-/media/dot-media/programs/safety-programs/documents/ca-mutcd/rev7/camutcd2014-part7- rev7-a11y.pdf
5 https://leginfo.legislature.ca.gov/faces/codes_displaySection.xhtml?sectionNum=40802.&lawCode=VEH #3..
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Safety & Communities Committee, December 9, 2024
Ordinance Update Regarding Speed Limits
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 soon to or due to expire.
On July 13, 2021, Council adopted Ordinance No. 3732-C.S. to extend and update non-school zone speed limits.
On February 14, 2023, Council adopted Ordinance No. 3759-C.S. to extend and update school zone speed limits.
This ordinance amendment will update the survey timeframe, new reference CVC section, new prima facie speed limits, and clarify items in the last update.
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 2024/2025 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:
Bill Sandhu, Director of Public Works
Joseph P. Lopez, City Manager
Attachments:
1. Ordinance
2. MMC 3-2.1401.1 Redlines
3. Recommended Speed Limit Summary
4. Engineering and Traffic Survey Data
5. State of California Assembly Bill No. 43
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-1-
-C.S.
Effective: January 10, 2025
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. Section 3-2.1401.1 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 *ES10 45 miles per hour February 1, 2012 BLUE GUM AVENUE, between
Morse Road and Carpenter Road *ES7 40 miles per hour December 27, 2019 BRIGGSMORE AVENUE, between
Claus Road and Santa Fe Railroad
Tracks *ES10 45 miles per hour December 22, 2011
BRIGGSMORE AVENUE, between
Coffee Road and Oakdale Road 50 miles per hour September 18, 2024 #3..
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-2-
-C.S.
Effective: January 10, 2025
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 Locke Road *ES10 30 miles per hour May 8, 2013 CALIFORNIA AVENUE, between
Carpenter Road and Martin
Luther King Drive *ES10 30 miles per hour January 17, 2013 CARPENTER ROAD, between Blue
Gum Avenue and Woodland
Avenue *ES7 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 *ES7 50 miles per hour December 20, 2019 CARVER ROAD, between Bangs
Avenue and Pelandale Avenue *ES10 35 miles per hour December 22, 2011 CARVER ROAD, between Pelandale
Avenue and Brixton Lane 30 miles per hour September 18, 2024 #3..
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-3-
-C.S.
Effective: January 10, 2025
CARVER ROAD, between Brixton
Lane and Briggsmore Avenue *ES10 30 miles per hour December 28, 2011 CARVER ROAD, between
Briggsmore Avenue and
Orangeburg Avenue 25 miles per hour September 18, 2024
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 CLARATINA AVENUE, between
Coffee Road and Oakdale Road 55 miles per hour August 6, 2018 CLAUS ROAD, between Sylvan
Avenue and Briggsmore Avenue 50 miles per hour January 26, 2012 *ES10
CLAUS ROAD, between Briggsmore
Avenue and Scenic Drive *ES7 45 miles per hour December 19, 2019 CLAUS ROAD, between Scenic Drive
and Yosemite Boulevard 50 miles per hour September 18, 2024 COFFEE ROAD, between Claratina
Avenue and Sylvan Avenue 40 miles per hour August 6, 2018 COFFEE ROAD, between Sylvan
Avenue and Floyd Avenue *ES7 40 miles per hour December 20, 2019 COFFEE ROAD, between Floyd
Avenue and Briggsmore Avenue 40 miles per hour December 20, 2019 *ES7
COFFEE ROAD, between Briggsmore
Avenue and Scenic Drive *ES7 40 miles per hour December 20, 2019 #3..
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-4-
-C.S.
Effective: January 10, 2025
COLLEGE AVENUE, between
Rumble Road and Bowen Avenue 30 miles per hour December 20, 2019 *ES7
COLLEGE AVENUE, between Bowen
Avenue and Princeton Avenue *ES10 35 miles per hour September 29, 2015 COLLEGE AVENUE, between
Princeton Avenue and Needham
Avenue *ES10 25 miles per hour September 29, 2015
CREEKWOOD DRIVE, between
Claus Road and Yosemite
Boulevard *ES7 35 miles per hour December 27, 2019
CROWS LANDING ROAD, between
7th Street and Hatch Road *ES10 35 miles per hour May 8, 2013 CROWS LANDING ROAD, between
Hatch Road and Whitmore Avenue 40 miles per hour December 20, 2019 *ES7
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 and Standiford Avenue*ES10 30 miles per hour February 1, 2012 EASTRIDGE DRIVE, between
Orangeburg Avenue and Scenic
Drive *ES7 30 miles per hour December 29, 2019
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-5-
-C.S.
Effective: January 10, 2025
EL VISTA AVENUE, between Scenic
Drive and Yosemite Boulevard 40 miles per hour September 18, 2025 EMERALD AVENUE, between Maze
Boulevard and California Avenue 35 miles per hour December 20, 2019 *ES7
EVERGREEN AVENUE, between
Orangeburg Avenue and
Carver Road *ES10 30 miles per hour February 22, 2012
FINE AVENUE, between
Hillglen Avenue and Merle Avenue 30 miles per hour May 8, 2013 *ES10
FLOYD AVENUE, between Coffee
Road and Oakdale Road*ES10 30 miles per hour February 23, 2012 FLOYD AVENUE, between McHenry
Avenue and Coffee Road*ES10 30 miles per hour February 24, 2012 FLOYD AVENUE, eastbound
and westbound, 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 G STREET, between 9th Street and
17th Street 25 miles per hour August 7, 2018
GRANGER AVENUE, between Tully
Road and McHenry Avenue 35 miles per hour December 27, 2019 #3..
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-6-
-C.S.
Effective: January 10, 2025
*ES7
GRANGER AVENUE, between
McHenry Avenue and
Sunrise Avenue 35 miles per hour December 27, 2019
*ES7
H STREET, between 9th Street
and 17th Street 25 miles per hour December 20, 2019
*ES7
HASHEM DRIVE, between Sylvan
Avenue and Oakdale Road*ES10 30 miles per hour April 23, 2012 HATCH ROAD, between Carpenter
Road and Crows Landing Road*ES10 45 miles per hour February 15, 2012 JEFFERSON STREET, between
Maze Boulevard and Paradise Road 25 miles per hour March 25, 2015 *ES10
KANSAS AVENUE, between Morse
Road and Rosemore Avenue *ES10 40 miles per hour March 30, 2015 KANSAS AVENUE, between
Rosemore Avenue and Carpenter
Road *ES7 35 miles per hour December 20, 2019
KANSAS AVENUE, between
Carpenter Road and
Emerald Avenue *ES7 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 30 miles per hour May 8, 2013 *ES10
LA LOMA AVENUE, between Burney
Street and Yosemite Boulevard 30 miles per hour September 18, 2024 #3..
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-7-
-C.S.
Effective: January 10, 2025
LAKEWOOD AVENUE, between
Briggsmore Avenue and
Scenic Drive *ES7 40 miles per hour December 20, 2019
LINCOLN AVENUE, between Dry
Creek and Yosemite Boulevard 35 miles per hour September 18, 2024 MABLE AVENUE, between Coffee
Road and Oakdale Road*ES10 30 miles per hour March 21, 2012
MARTIN LUTHER KING DRIVE,
between Maze Boulevard and
Paradise Road*ES10 30 miles per hour February 16, 2012
MCCLURE ROAD, between Dry
Creek Drive and Yosemite Ave *ES10 30 miles per hour January 13, 2013 MERLE AVENUE, between Oakdale
Road and Roselle Avenue*ES 10 30 miles per hour December 23, 2014 MERLE AVENUE, between Roselle
Avenue and Claus Road *ES7 35 miles per hour December 20, 2019 MILLBROOK AVENUE, between
Sylvan Avenue and Floyd Avenue 25 miles per hour January 10, 2013 *ES10
MILLER AVENUE, between La Loma
Avenue and El Vista Avenue *ES7 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 *ES10 30 miles per hour March 22, 2012 MORSE ROAD, between Blue Gum
Avenue and Kansas Avenue*ES10 40 miles per hour February 22, 2012 #3..
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-8-
-C.S.
Effective: January 10, 2025
MT. VERNON DRIVE, between
Prescott Road and College Avenue 30 miles per hour February 3, 2010 *ES10
NEECE DRIVE, between Tuolumne
Boulevard and Rouse Avenue*ES10 35 miles per hour February 22, 2012 NEEDHAM STREET, between 9th
Street and L Street*ES10 35 miles per hour March 6, 2012 NORWEGIAN AVENUE, between
McHenry Avenue and Coffee Road 35 miles per hour December 20, 2019 *ES7
OAKDALE ROAD, between
Mable Road and 45 miles per hour January 8, 2020
Sylvan Avenue *ES7
OAKDALE ROAD, between Sylvan
Avenue and Floyd Avenue *ES7 45 miles per hour January 8, 2020 OAKDALE ROAD, between Floyd
Avenue and Briggsmore Avenue 40 miles per hour February 3, 2015 *ES10
OAKDALE ROAD, between
Briggsmore Avenue and
Scenic Drive *ES7 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 #3..
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-9-
-C.S.
Effective: January 10, 2025
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 Claus Road 35 miles per hour May 23, 2013 *ES10
PARADISE ROAD, between
Carpenter Road and Martin
Luther King Drive*ES10 35 miles per hour May 23, 2012
PARADISE ROAD, between
Martin Luther King Drive and
Washington Street*ES10 30 miles per hour May 23, 2012
PARKER ROAD, between
Santa Fe and Church Street *ES7 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 Prescott Avenue *ES7 50 miles per hour December 20, 2019 PELANDALE AVENUE, between
Prescott Avenue and Carver Road 50 miles per hour December 20, 2019 *ES7
PELANDALE AVENUE, between
Carver Road and Tully Road *ES7 50 miles per hour December 20, 2019 PELANDALE AVENUE, between
Tully Road and McHenry Avenue 50 miles per hour December 20, 2019 *ES7
PRESCOTT ROAD, between Snyder
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-10-
-C.S.
Effective: January 10, 2025
Avenue and Standiford Avenue 35 miles per hour September 28, 2018 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 RIVERSIDE DRIVE, between
Edgebrook Drive and Yosemite
Boulevard *ES10 30 miles per hour February 3, 2015
ROSE AVENUE, between Floyd
Avenue and Briggsmore Avenue 30 miles per hour September 28, 2018 ROSE AVENUE, between
Briggsmore Avenue and
Scenic Drive 30 miles per hour September 28, 2018
ROSEBURG AVENUE, between
Carver Road and Tully Road 30 miles per hour September 14, 2016 ROSEBURG AVENUE, between
Tully Road and McHenry Avenue 30 miles per hour December 27, 2019 *ES7
ROSEBURG AVENUE, between
McHenry Avenue and
Sunrise Avenue *ES7 30 miles per hour December 27, 2019 ROSELLE AVENUE, between Sylvan
Avenue and Floyd Avenue *ES7 45 miles per hour December 27, 2019 ROSELLE AVENUE, between Floyd
Avenue and Briggsmore Avenue 45 miles per hour December 27, 2019 *ES7
#3..
- 85 -
-11-
-C.S.
Effective: January 10, 2025
ROSEMORE AVENUE, between
Blue Gum Avenue and
Kansas Avenue 30 miles per hour September 28, 2018
ROUSE AVENUE, between
Colorado Avenue and
Neece Drive *ES7 30 miles per hour December 20, 2019
RUMBLE ROAD, between Sisk
Road and Conant Avenue 30 miles per hour August 7, 2018 RUMBLE ROAD, between Conant
Avenue and Tully Road *ES7 30 miles per hour December 27, 2019 RUMBLE ROAD, between Tully
Road and McHenry Avenue 30 miles per hour December 27, 2019 *ES7
RUMBLE ROAD, between McHenry
Avenue and Coffee Road *ES10 30 miles per hour April 21, 2015 SANTA CRUZ AVENUE, between
Yosemite Boulevard and
Legion Park Drive *ES7 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 *ES7 45 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 #3..
- 86 -
-12-
-C.S.
Effective: January 10, 2025
SIERRA DRIVE, between G Street
and 7th Street *ES7 30 miles per hour December 27, 2019 SISK ROAD, between Pelandale
Avenue and Standiford Avenue 40 miles per hour December 20, 2011 *ES10
SISK ROAD, between Standiford
Avenue and Briggsmore Avenue 40 miles per hour December 20, 2011 *ES10
SNYDER AVENUE, between
Dale Road and Prescott Road 30 miles per hour March 25, 2015 *ES10
SNYDER AVENUE, between
Prescott Road and Tully Road 30 miles per hour April 21, 2015 *ES10
STANDIFORD AVENUE, between
Sisk Road and Prescott Road *ES7 45 miles per hour December 20, 2019 STANDIFORD AVENUE, between
Prescott Road and Tully Road *ES7 40 miles per hour December 20, 2019 STANDIFORD AVENUE, between
Tully Road and McHenry Avenue 40 miles per hour December 20, 2019 *ES7
SUNRISE AVENUE, between
Floyd Avenue and Lucern Avenue 30 miles per hour December 20, 2019 *ES7
SUTTER AVENUE, between Paradise
Road and Robertson Road *ES7 30 miles per hour December 20, 2019 SYLVAN AVENUE, between
McHenry Avenue and Coffee Road 45 miles per hour December 20, 2019 *ES7
SYLVAN AVENUE, between Coffee
Road and Oakdale Road *ES7 45 miles per hour December 20, 2019 #3..
- 87 -
-13-
-C.S.
Effective: January 10, 2025
SYLVAN AVENUE, between Oakdale
Road and Roselle Avenue *ES7 50 miles per hour December 19, 2019 SYLVAN AVENUE, between
Roselle Avenue and Claus Road 45 miles per hour January 8, 2015 *ES10
SYLVAN MEADOWS DRIVE, between
Dragoo Park Drive and Coffee Road 25 miles per hour August 2, 2012 *ES10
TENAYA DRIVE, between Empire
Avenue and the easterly city limit
on Tenaya Drive *ES10 30 miles per hour December 29, 2011 TULLY ROAD, between Bangs
Avenue and Standiford Avenue 45 miles per hour August 6, 2018 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 *ES7 40 miles per hour December 20, 2019
UNION AVENUE, between Tully
Road and McHenry Avenue 30 miles per hour August 7, 2018 VENEMAN AVENUE, between Dale
Road and Regency Park Drive 30 miles per hour August 7, 2018 #3..
- 88 -
-14-
-C.S.
Effective: January 10, 2025
VIRGINIA AVENUE, between
Roseburg Avenue and Needham
Street *ES 10 30 miles per hour December 11, 2010
WHITMORE AVENUE, between
Ustick Road and Crows
Landing Road *ES7 45 miles per hour December 27, 2019
WHITMORE AVENUE, between
Crows Landing Road and
Morgan Road *ES7 45 miles per hour December 27, 2019
WOODLAND AVENUE, between
Morse Road and Carpenter Road 35 miles per hour January 2, 2020 *ES7
WOODLAND AVENUE, between
Carpenter Road and 9th Street 30 miles per hour March 25, 2015 *ES10
WOODROW AVENUE, between
Tully Road and McHenry Avenue 30 miles per hour March 25, 2015 *ES10
5TH STREET, between L Street
and Sierra Drive *ES7 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 December 20, 2019 9TH STREET, between Tully Road
and L Street *ES7 35 miles per hour December 20, 2019
9TH STREET, between D Street
and Morton Boulevard 35 miles per hour December 30, 2019 #3..
- 89 -
-15-
-C.S.
Effective: January 10, 2025
SCHOOL ZONE REDUCED SPEED LIMITS
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
CALIFORNIA AVENUE, between
Champagne Lane and S. Emerald Ave 15 miles per hour
CHEYENNE WAY, between Seminole Lane
and Agate Drive 15 miler per hour
COLDWELL AVENUE, between Brade Ave
and Enslen Ave 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 North Conejo Ave
and Severin Ave 15 miles per hour
ENSLEN AVENUE, between Coldwell Ave
And Griswold Ave 15 miles per hour
#3..
- 90 -
-16-
-C.S.
Effective: January 10, 2025
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
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
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
#3..
- 91 -
-17-
-C.S.
Effective: January 10, 2025
LUCERN AVENUE, between Coffee Road
and El Camino Avenue 15 miles per hour
MAID MARIANE LANE, between Friar Truck
Way and Sharon Avenue 15 miles per hour
MERLE AVENUE, between Oakdale Road
And Woodcrest Way 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
NORTHVIEW DRIVE, between Mable Avenue
And Sylvan Meadows Drive 15 miles per hour
PATTON DRIVE, between Shawnee Drive
And Warmerdam Lane 15 miles per hour
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
E. 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
#3..
- 92 -
-18-
-C.S.
Effective: January 10, 2025
and Holiday Lane 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
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
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
#3..
- 93 -
-19-
-C.S.
Effective: January 10, 2025
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) 5, 7, 14 years per California Vehicle Code section 40802.
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 #3..
- 94 -
-20-
-C.S.
Effective: January 10, 2025
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.
#3..
- 95 -
-21-
-C.S.
Effective: January 10, 2025
The foregoing ordinance was introduced at a regular meeting of the Council of the City of Modesto held on the th day of , 2024, 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
#3..
- 96 -
-22-
-C.S.
Effective: January 10, 2025
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 th day of December, 2024, 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:
#3..
- 97 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
3-2.1401.1 Change in Speed Limits Set by State Law; For Purpose of Enforcement Using Radar or Other Electronic Device.
By authority of, and upon the basis of engineering and traffic surveys conducted pursuant to Vehicle Code and the Traffic Manual of the Department of Transportation, it is determined that the prima facie speed limits which follow would facilitate the orderly movement of vehicular traffic and would be reasonable and safe.
NAME OF STREET OR PORTION AFFECTED DECLARED
PRIMA FACIE
SPEED LIMIT
DATE
SURVEYED
BANGS AVENUE, between Dale Road and McHenry
Avenue *ES10
45 miles per
hour
February 1,
2012
BLUE GUM AVENUE, between Morse Road and
Carpenter Road *ES7
40 miles per
hour
December 270,
2019
BRIGGSMORE AVENUE, between Claus Road and
Santa Fe Railroad Tracks *ES10
45 miles per
hour
December 22,
2011
BRIGGSMORE AVENUE, between Coffee Road and
Oakdale Road
50 miles per
hour
August 7,
2018September
18, 2024
BRIGGSMORE AVENUE, between McHenry Avenue
and Coffee Road
45 miles per
hour
August 7,
2018September
18, 2024
BRIGGSMORE AVENUE, Between Oakdale Road
and Claus Road *ES10
50 miles per
hour
December 22,
2011September
18, 2024
BRIGGSMORE AVENUE, between Prescott Road
and Tully Road *ES10
45 miles per
hour
February 3,
2015September
18, 2024
BRIGGSMORE AVENUE, between Tully Road and
McHenry Avenue
45 miles per
hour
August 7,
2018September
18, 2024
BRIGHTON AVENUE, between Coffee Road and
Locke Road *ES10
30 miles per
hour
May 8, 2013
CALIFORNIA AVENUE, between Carpenter Road
and Martin Luther King Drive *ES10
30 miles per
hour
January 17,
2013
CARPENTER ROAD, between Blue Gum Avenue
and Woodland Avenue *ES7
40 miles per
hour
December 27,
2019
#3..
- 98 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
CARPENTER ROAD, between Woodland Avenue
and Maze Boulevard *ES10
40 miles per
hour
February 16,
2012September
18, 2024
CARPENTER ROAD, between Maze Boulevard and
Paradise Road *ES7
50 miles per
hour
December 20,
2019
CARVER ROAD, between Bangs Avenue and
Pelandale Avenue *ES10
35 miles per
hour
December 22,
2011
CARVER ROAD, between Pelandale Avenue and
Brixton Lane *ES10
30 miles per
hour
December 28,
2011September
18, 2024
CARVER ROAD, between Brixton Lane and
Briggsmore Avenue *ES10
30 miles per
hour
December 28,
2011
CARVER ROAD, between Briggsmore Avenue and
Orangeburg Avenue *ES10
30 25 miles per
hour
December 28,
2011September
18, 2024
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
CLARATINA AVENUE, between Coffee Road and
Oakdale Road
55 miles per
hour
August 6, 2018
CLAUS ROAD, between Sylvan Avenue and
Briggsmore Avenue *ES10
50 miles per
hour
January 26,
2012
CLAUS ROAD, between Briggsmore Avenue and
Scenic Drive *ES7
45 miles per
hour
December 19,
2019
CLAUS ROAD, between Scenic Drive and Yosemite
Boulevard *ES10
45 50 miles per
hour
January 26,
2012September
18, 2024
COFFEE ROAD, between Claratina Avenue and
Sylvan Avenue
40 miles per
hour
August 6, 2018
COFFEE ROAD, between Sylvan Avenue and Floyd
Avenue *ES7
40 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 *ES7
40 miles per
hour
December 20,
2019
COLLEGE AVENUE, between Rumble Road and
Bowen Avenue *ES7
30 miles per
hour
December 20,
2019
#3..
- 99 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
COLLEGE AVENUE, between Bowen Avenue and
Princeton Avenue *ES10
35 miles per
hour
September 29,
2015
COLLEGE AVENUE, between Princeton Avenue and
Needham Avenue *ES10
25 miles per
hour
September 29,
2015
CREEKWOOD DRIVE, between Claus Road and
Yosemite Boulevard *ES7
35 miles per
hour
December 27,
2019
CROWS LANDING ROAD, between 7th Street and
Hatch Road *ES10
35 miles per
hour
May 8, 2013
CROWS LANDING ROAD, between Hatch Road and
Whitmore Avenue *ES7
40 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*ES10
35 miles per
hour
February 1,
2012September
18, 2024
DALE ROAD, between Veneman Avenue and
Standiford Avenue*ES10
30 miles per
hour
February 1,
2012
EASTRIDGE DRIVE, between Orangeburg Avenue
and Scenic Drive *ES7
30 miles per
hour
December 29,
2019
EL VISTA AVENUE, between Scenic Drive and
Yosemite Boulevard
35 40 miles per
hour
August 8,
2018September
18, 2024
EMERALD AVENUE, between Maze Boulevard and
California Avenue *ES7
35 miles per
hour
December 20,
2019
EVERGREEN AVENUE, between Orangeburg
Avenue and Carver Road *ES10
30 miles per
hour
February 22,
2012
FINE AVENUE, between Hillglen Avenue and Merle
Avenue *ES10
30 miles per
hour
May 8, 2013
FLOYD AVENUE, between Coffee Road and
Oakdale Road*ES10
30 miles per
hour
February 23,
2012
FLOYD AVENUE, between McHenry Avenue and
Coffee Road*ES10
30 miles per
hour
February 24,
2012
FLOYD AVENUE, eastbound and westbound,
between Oakdale Road and Roselle Avenue*ES10
35 miles per
hour
January 26,
2012September
18, 2024
#3..
- 100 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
FLOYD AVENUE, between Roselle Avenue and
Claus Road
40 miles per
hour
August 6,
2018September
18, 2024
G STREET, between 9th Street and 17th Street 25 miles per hour
August 7, 2018
GRANGER AVENUE, between Tully Road and
McHenry Avenue *ES7
35 miles per
hour
December 27,
2019
GRANGER AVENUE, between McHenry Avenue
and Sunrise Avenue *ES7
35 miles per
hour
December 27,
2019
H STREET, between 9th Street and 17th Street *ES7 25 miles per hour
December 20,
2019
HASHEM DRIVE, between Sylvan Avenue and
Oakdale Road *ES10
30 miles per
hour
April 23, 2012
HATCH ROAD, between Carpenter Road and
Crows Landing Road *ES10
45 miles per
hour
February 15,
2012
JEFFERSON STREET, between Maze Boulevard and
Paradise Road *ES10
25 miles per
hour
March 25, 2015
KANSAS AVENUE, between Morse Road and
Rosemore Avenue *ES10
40 miles per
hour
March 30, 2015
KANSAS AVENUE, between Rosemore Avenue and
Carpenter Road *ES7
35 miles per
hour
December 20,
2019
KANSAS AVENUE, between Carpenter Road and
Emerald Avenue *ES7
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
30 miles per
hour
May 8, 2013
LA LOMA AVENUE, between Burney Street and
Yosemite Boulevard *ES10
30 miles per
hour
March 20,
2012September
18, 2024
LAKEWOOD AVENUE, between Briggsmore
Avenue and Scenic Drive *ES7
40 miles per
hour
December 20,
2019
LINCOLN AVENUE, between Dry Creek and
Yosemite Boulevard *ES10
35 miles per
hour
February 15,
2012September
18, 2024
MABLE AVENUE, between Coffee Road and
Oakdale Road *ES10
30 miles per
hour
March 21, 2012
#3..
- 101 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
MARTIN LUTHER KING DRIVE, between Maze
Boulevard and Paradise Road *ES10
30 miles per
hour
February 16,
2012
MCCLURE ROAD, between Dry Creek Drive and
Yosemite Ave *ES10
30 miles per
hour
January 13,
2013
MERLE AVENUE, between Oakdale Road and
Roselle Avenue *ES10
30 miles per
hour
December 23,
2014
MERLE AVENUE, between Roselle Avenue and
Claus Road *ES7
35 miles per
hour
December 20,
2019
MILLBROOK AVENUE, between Sylvan Avenue and
Floyd Avenue *ES10
25 miles per
hour
January 10,
2013
MILLER AVENUE, between La Loma Avenue and El
Vista Avenue *ES7
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
MORSE ROAD, between Blue Gum Avenue and
Kansas Avenue *ES10
40 miles per
hour
February 22,
2012
MT. VERNON DRIVE, between Prescott Road and
College Avenue *ES10
30 miles per
hour
February 3,
2010
NEECE DRIVE, between Tuolumne Boulevard and
Rouse Avenue *ES10
35 miles per
hour
February 22,
2012
NEEDHAM STREET, between 9th Street and L
Street *ES10
35 miles per
hour
March 6, 2012
NORWEGIAN AVENUE, between McHenry Avenue
and Coffee Road *ES7
35 miles per
hour
February
December 20,
2019
OAKDALE ROAD, between Claratina Avenue Mable
Road and Sylvan Avenue *ES10*ES7
45 miles per
hour
March 7,
2012January 8,
2020
OAKDALE ROAD, between Sylvan Avenue and
Floyd Avenue *ES7
45 miles per
hour
January 8, 2020
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
#3..
- 102 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
ORANGEBURG AVENUE, between Briggsmore
Avenue and Martin Avenue
35 35 miles per
hour
September 7,
2018September
18, 2024
ORANGEBURG AVENUE, between Martin Avenue
and McHenry Avenue *ES10
40 35 miles per
hour
March 21,
2012September
18, 2024
ORANGEBURG AVENUE, between McHenry
Avenue and Coffee Road *ES10
40 miles per
hour
March 22,
2012September
18, 2024
ORANGEBURG AVENUE, between Coffee Road and
Oakdale Road *ES10
35 miles per
hour
March 22,
2012September
18, 2024
ORANGEBURG AVENUE, between Oakdale Road
and Lakewood Avenue *ES10
35 miles per
hour
May 17,
2012September
18, 2024
ORANGEBURG AVENUE, between Lakewood
Avenue and Claus Road *ES10
35 miles per
hour
May 23, 2013
PARADISE ROAD, between Carpenter Road and
Martin Luther King Drive *ES10
35 miles per
hour
May 23, 2012
PARADISE ROAD, between Martin Luther King
Drive and Washington Street *ES10
30 miles per
hour
May 23, 2012
PARKER ROAD, between Santa Fe and Church
Street *ES7
50 miles per
hour
December 19,
2019
PELANDALE AVENUE, between Sisk Road and Dale
Road *ES10
45 50 miles per
hour
December 20,
2011September
18, 2024
PELANDALE AVENUE, between Dale Road and
Prescott Avenue *ES7
50 miles per
hour
December 20,
2019
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 Snyder Avenue and
Standiford Avenue
35 miles per
hour
September 28,
2018
#3..
- 103 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
PRESCOTT ROAD, between Standiford Avenue and
Rumble Road
35 40 miles per
hour
September 28,
2018September
17, 2024
PRESCOTT ROAD, between Rumble Road and
Briggsmore Avenue *ES10
35 miles per
hour
March 7,
2013September
18, 2024
RIVERSIDE DRIVE, between Edgebrook Drive and
Yosemite Boulevard *ES10
30 miles per
hour
February 3,
2015
ROSE AVENUE, between Floyd Avenue and
Briggsmore Avenue
30 miles per
hour
September 28,
2018
ROSE AVENUE, between Briggsmore Avenue and
Scenic Drive
30 miles per
hour
September 28,
2018
ROSEBURG AVENUE, between Carver Road and
Tully Road
30 miles per
hour
September 14,
2016
ROSEBURG AVENUE, between Tully Road and
McHenry Avenue *ES7
30 miles per
hour
December 27,
2019
ROSEBURG AVENUE, between McHenry Avenue
and Sunrise Avenue *ES7
30 miles per
hour
December 27,
2019
ROSELLE AVENUE, between Sylvan Avenue and
Floyd Avenue *ES7
45 miles per
hour
December 27,
2019
ROSELLE AVENUE, between Floyd Avenue and
Briggsmore Avenue *ES7
45 miles per
hour
December 27,
2019
ROSEMORE AVENUE, between Blue Gum Avenue
and Kansas Avenue
30 miles per
hour
September 28,
2018
ROUSE AVENUE, between Colorado Avenue and
Neece Drive *ES7
30 miles per
hour
December 20,
2019
RUMBLE ROAD, between Sisk Road and Conant
Avenue
30 miles per
hour
August 7, 2018
RUMBLE ROAD, between Conant Avenue and Tully
Road *ES7
30 miles per
hour
December 27,
2019
RUMBLE ROAD, between Tully Road and McHenry
Avenue *ES7
30 miles per
hour
December 27,
2019
RUMBLE ROAD, between McHenry Avenue and
Coffee Road *ES10
30 miles per
hour
April 21, 2015
SANTA CRUZ AVENUE, between Yosemite
Boulevard and Legion Park Drive *ES7
30 miles per
hour
December 27,
2019
#3..
- 104 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
SCENIC DRIVE, between Burney Street and Coffee
Road *ES10
30 miles per
hour
April 23,
2012September
18, 2024
SCENIC DRIVE, between Coffee Road and Oakdale
Road
40 miles per
hour
August 7,
2018September
18, 2024
SCENIC DRIVE, between Oakdale Road and
Lakewood Avenue *ES7
45 miles per
hour
December 20,
2019
SCENIC DRIVE, between Lakewood Avenue and
Lillian Drive
40 miles per
hour
August 6,
2018September
18, 2024
SCENIC DRIVE, between Lillian Drive and Claus
Road
40 miles per
hour
August 6,
2018September
18, 2024
SIERRA DRIVE, between G Street and 7th Street
*ES7
30 miles per
hour
December 27,
2019
SISK ROAD, between Pelandale Avenue and
Standiford Avenue *ES10
40 miles per
hour
December 20,
2011
SISK ROAD, between Standiford Avenue and
Briggsmore Avenue *ES10
40 miles per
hour
December 20,
2011
SNYDER AVENUE, between Dale Road and
Prescott Road *ES10
30 miles per
hour
March 25, 2015
SNYDER AVENUE, between Prescott Road and
Tully Road *ES10
30 miles per
hour
April 21, 2015
STANDIFORD AVENUE, between Sisk Road and
Prescott Road *ES7
45 miles per
hour
December 20,
2019
STANDIFORD AVENUE, between Prescott Road
and Tully Road *ES7
40 miles per
hour
December 20,
2019
STANDIFORD AVENUE, between Tully Road and
McHenry Avenue *ES7
40 miles per
hour
December 20,
2019
SUNRISE AVENUE, between Floyd Avenue and
Lucern Avenue *ES7
30 miles per
hour
December 20,
2019
SUTTER AVENUE, between Paradise Road and
Robertson Road *ES7
30 miles per
hour
December 20,
2019
SYLVAN AVENUE, between McHenry Avenue and
Coffee Road *ES7
45 miles per
hour
December 20,
2019
SYLVAN AVENUE, between Coffee Road and
Oakdale Road *ES7
45 miles per
hour
December 20,
2019
#3..
- 105 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
SYLVAN AVENUE, between Oakdale Road and
Roselle Avenue *ES7
50 miles per
hour
December 19,
2019
SYLVAN AVENUE, between Roselle Avenue and
Claus Road *ES10
45 miles per
hour
January 8, 2015
SYLVAN MEADOWS DRIVE, between Dragoo Park
Drive and Coffee Road *ES10
25 miles per
hour
August 2, 2012
TENAYA DRIVE, between Empire Avenue and the
easterly city limit on Tenaya Drive *ES10
30 miles per
hour
December 29,
2011
TULLY ROAD, between Bangs Avenue and
Standiford Avenue
45 miles per
hour
August 6, 2018
TULLY ROAD, between Standiford Avenue and
Briggsmore Avenue
35 miles per
hour
August 6,
2018September
18, 2024
TULLY ROAD, between Briggsmore Avenue and
Coldwell Avenue
35 miles per
hour
August 6,
2018September
18, 2024
TULLY ROAD, between Coldwell Avenue and 9th
Street
25 35 miles per
hour
April 11,
2016September
18, 2024
TUOLUMNE BOULEVARD, between Paradise Road
and 7th Street *ES7
40 miles per
hour
December 20,
2019
UNION AVENUE, between Tully Road and
McHenry Avenue
30 miles per
hour
August 7, 2018
VENEMAN AVENUE, between Dale Road and
Regency Park Drive
30 miles per
hour
August 7, 2018
VIRGINIA AVENUE, between Roseburg Avenue and
Needham Street *ES10
30 miles per
hour
December 11,
2010
WHITMORE AVENUE, between Ustick Road and
Crows Landing Road *ES7
45 miles per
hour
December 27,
2019
WHITMORE AVENUE, between Crows Landing
Road and Morgan Road *ES7
45 miles per
hour
December 27,
2019
WOODLAND AVENUE, between Morse Road and
Carpenter Road *ES7
35 miles per
hour
January 2, 2020
WOODLAND AVENUE, between Carpenter Road
and 9th Street *ES10
30 miles per
hour
March 25, 2015
WOODROW AVENUE, between Tully Road and
McHenry Avenue *ES10
30 miles per
hour
March 25, 2015
#3..
- 106 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
5TH STREET, between L Street and Sierra Drive
*ES7
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
December 20,
2019
9TH STREET, between Tully Road and L Street *ES7 35 miles per hour
December 20,
2019
9TH STREET, between D Street and Morton
Boulevard
35 miles per
hour
December 30,
2019
SCHOOL ZONE REDUCED SPEED LIMITS
NAME OF STREET OR PORTION AFFECTED DECLARED
PRIMA FACIE
SPEED LIMIT
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 AvenueAve. and El Paso Ave 15 miles per hour BRADY AVENUE, between Coldwell Avenue and Griswold
Avenue
15 miles per hour
CALIFORNIA AVENUE, between Champagne Lane and S.
Emerald Ave.
15 miles per hour
CHEYENNE WAY, between Seminole Lane and Shawnee
DriveAgate Drive
15 miles per hour
COLDWELL AVENUE, between Brady Avenue and Enslen Avenue 15 miles per hour CONANT AVENUE, between Nancy Ln.Budd Street and W.
Rumble RoadSouthridge 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 S. EMERALD AVENUE, between California Avenue and Muriel Avenue
15 miles per hour
ENCINA AVENUE, between North Conejo Ave and Rosina
Avenue Severin Avenue
15 miles per hour
#3..
- 107 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
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 Kodiak DriveMallard Lane
15 miles per hour
FINE AVENUE, between Merle Avenue and Sharon
AvenueBanyan Tree Court
15 miles per hour
FLOYD AVENUE, between Newport DriveLangford Avenue and
Vicki DriveMaxine 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 Easter DriveBlanche Street and Peach DriveTrent Drive
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 Tagura DriveBrookside Lane and Bear Cub LaneTemescal Drive
15 miles per hour
LAS VEGAS STREET, between Butte Avenue and Glenn Avenue 15 miles per hour LUCERN AVENUE, between Coffee Road and El Terino AvenueEl Camino Avenue
15 miles per hour
MAID MARIANE LANE, between Merle AvenueFriar Tuck Way
and Sharon Avenue
15 miles per hour
MERLE AVENUE, between Wisdom WayOakdale Road and
Walnut Tree DriveWoodcrest Way
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 MOUNT VERNON DRIVE, between Hemminger WayFay Avenue
and Sharondell DriveEarlmar Drive
15 miles per hour
NORTHVIEW DRIVE, between Mable Avenue and Kentwood
AvenueSylvan Meadows Drive
15 miles per hour
PATTON DRIVE, between Shawnee Drive and Warmerdam Lane 15 miles per hour #3..
- 108 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
PEQUINO AVENUE, between Las Palmas Avenue and N. Santa
Ana Avenue
15 miles per hour
POUST AVENUE, between Chapparad PlaceSussex Place and
Kidd Avenue 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
EAST RUMBLE ROAD, between Claremont AvenueNiabell Place and Hampshire Lane
15 miles per hour
W. RUMBLE ROAD, between Conant Avenue and Marvin
GardensBoardwalk
15 miles per hour
W. RUMBLE ROAD, between Park PlaceAshland Way and
Holiday Lane
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 Janet DriveCarver Road and
Pembroke Drive
15 miles per hour
SONOMA AVENUE, between East Orangeburg Avenue and
Meadow Rue DriveLaramie Drive
15 miles per hour
SUNRISE AVENUE, between East Coolidge Ave.East Granger
Avenue and East Orangeburg Avenue
15 miles per hour
SUTTER AVENUE, between Elsie StreetRouse Avenue and South AvenueChicago Avenue
15 miles per hour
TERESA STREET, between Seasons Way and Grape Avenue 15 miles per hour TOKAY AVENUE, between Sunrise AvenueO’Farrell Avenue and La Cienega Drive
15 miles per hour
WARM SPRINGS DRIVE, between Eastport Dr. and Eastern
Avenue Mercer Drive
15 miles per hour
WISDOM WAY, between Whole Court Merle Avenue and
Southern Limit
15 miles per hour
WOODROW AVENUE, between Colonial Drive and Fremont
Street
15 miles per hour
#3..
- 109 -
Created: 2024-08-27 12:22:19 [EST]
(Supp. No. 67)
WOODROW AVENUE, between Colonial Drive and Load Avenue 25 miles per hour (extension)
WOODROW AVENUE, between Tully Road and Lord Avenue 15 miles per hour * EXTEND SURVEY (ES) 5, 7, 140 years per State of California Department of Transportation, Traffic Operations Policy Directive 09-04.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) #3..
- 110 -
No. Street Survey Limits
Existing
Speed
(mph) 85th Percentile Speed (mph) Recommended Speed (mph) Changes to
Existing
Speed Limit
(mph) Notes
1 Claus Road Scenic Dr to Yosemite Rd 45 50 50 +5
2 Briggsmore Ave Coffee Rd to Oakdale Rd 50 53 50 0
3 Briggsmore Ave Mchenry Rd to Coffee Rd 45 51 45 0
4 Briggsmore Ave Tully Rd to Mchenry Rd 45 47 45 0 Fire Station and Dental Clinic present 5 Briggsmore Ave Oakdale Rd to Claus Rd 50 55 50 0 6 Dale Rd Snyder Ave to Veneman Rd 35 41 35 0
7 El Vista Ave Yosemite Blvd to Scenic Drive 35 42 40 +5 8 Floyd Ave Oakdale Rd to Roselle Ave 35 42 35 0
9 Floyd Ave Roselle Ave to Claus Rd 40 45 40 0
10 Orangeburg Ave Briggsmore Ave to Martin Ave 35 43 40 +5 11 Orangeburg Ave Martin Ave to Mchenry Rd 40 45 35 -5 Medical group and Public Park present 12 Pelandale Rd Sisk Rd to Dale Rd 45 52 50 +5 13 Prescott Rd Standiford Ave to Rumble Rd 40 42 40 0
14 Prescott Rd Rumble Rd to Briggsmore Ave 35 41 35 0
15 Scenic Dr Coffee Rd to Oakdale Rd 40 48 40 0 Medical Clinic 16 Scenic Dr Lakewood Ave to Lillian Dr 40 46 40 0 17 Scenic Dr Lillian Dr to Claus Rd 40 46 40 0
18 Scenic Dr Burney St to Coffee Rd 30 44 30 0
19 Tully Rd Standiford Ave to Briggsmore Rd 35 41 35 0
20 Tully Rd Briggsmore Ave to Coldwell Rd 35 41 35 0
21 La Loma Ave Burney St to Yosemite Blvd 30 36 30 0
22 Lincoln Ave Dry Creek Dr to Yosemite Blvd 35 42 35 0 23 Briggsmore Ave Prescott Rd to Tully Rd 45 49 45 0
24 Carpenter Rd Maze Blvd to Woodland Rd 40 46 40 0
25 Carver Rd Perandale Ave to Brixton Ln 30 37 30 0
26 Carver Rd Briggsmore Ave to
Orangeburg Ave 30 32 25 -5
27 Orangeburg Ave Mchenry Rd to Coffee Rd 40 44 40 0
28 Orangeburg Ave Coffee Rd to Oakdale Rd 35 38 35 0
29 Orangeburg Ave Oakdale Rd to Lakewood Ave 35 38 35 0 30 Tully Rd Coldwell Rd to 9th St 35 37 30 -5
#3..
- 111 -
TOTAL VEHICLES
CUMULATIVE
VEHICLES
CUMULATIVE %
21 111 100%
14 90 81%
15 76 68%
15 61 55%
10 46 41%
25 36 32%
4 11 10%
4 7 6%
3 3%
2 3 3%
1 1 1%
111 85% SPEED: 50
41 - 50
100
45 16,595
45 The street segment indicated above has a radar-enforceable speed limit. Per State of California, Vehicle Code Section 40802, a registered engineer has the authority to evaluate the road section and extend speed surveys from five years to seven or to fourteen years.
RECOMMENDED SPEED:
POSTED SPEED LIMIT:
AVERAGE DAILY TRAFFIC:
PERCENT IN PACE:
20 19
18 17
16 15
34 LIMITS: Claus Rd Bet Scenic Dr & Yosemite Blvd
LOCATION: Claus Rd Bet Scenic Dr & Yosemite Blvd
TOTAL:
10 MPH PACE:
29 28
25 24
23 27
26 22
21 39
38 37
36 35
44 43
42 41
40 32
31 30
45 MPH
55 54
53 52
51 50
49 48
47 46
33 DATE: 09/18/2024
TIME: BEGIN: 09:00
WEATHER: Clear / Dry
DIRECTION: NB/SB
END: 10:10
RECORDER:
CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Claus Road
#3..
- 112 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 1
44 2
45 13
46 7
47 7
48 3
49 7
50 13
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 43 - 50 47 mph 50 mph 41 - 50 53 100% 0% / 0 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Northbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 113 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 2
42 43 3
44 2
45 12
46 3
47 8
48 12
49 7
50 8
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 40 - 50 47 mph 49 mph 41 - 50 57 98% 1% / 1 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 114 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 2
42 43 4
44 4
45 25
46 10
47 15
48 15
49 14
50 21
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 40 - 50 47 mph 50 mph 41 - 50 110 99% 0% / 1 0% / 0
SPEED PARAMETERS
Claus Rd Bet Scenic Dr & Yosemite Blvd
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-001
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 115 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_001
NB SB EB WB Total
13,366 13,819 0 0 27,185
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 41 20 61 12:00 162 158 320 00:00 01:00 101 67 168
0:15 29 17 46 12:15 160 167 327 01:00 02:00 48 54 102
0:30 16 17 33 12:30 156 184 340 02:00 03:00 64 59 123
0:45 15 13 28 12:45 175 193 368 03:00 04:00 70 117 187
1:00 13 9 22 13:00 178 185 363 04:00 05:00 149 179 328
1:15 17 15 32 13:15 204 184 388 05:00 06:00 285 429 714 1:30 9 14 23 13:30 200 202 402 06:00 07:00 577 592 1169 1:45 9 16 25 13:45 175 187 362 07:00 08:00 951 1116 2067 2:00 20 7 27 14:00 240 196 436 08:00 09:00 1110 982 2092 2:15 11 8 19 14:15 204 219 423 09:00 10:00 626 584 1210 2:30 15 24 39 14:30 239 255 494 10:00 11:00 588 618 1206 2:45 18 20 38 14:45 255 254 509 11:00 12:00 590 634 1224 3:00 16 20 36 15:00 259 245 504 12:00 13:00 653 702 1355 3:15 22 19 41 15:15 299 280 579 13:00 14:00 757 758 1515 3:30 15 39 54 15:30 374 262 636 14:00 15:00 938 924 1862 3:45 17 39 56 15:45 290 285 575 15:00 16:00 1222 1072 2294 4:00 25 20 45 16:00 318 278 596 16:00 17:00 1177 1050 2227 4:15 35 38 73 16:15 298 253 551 17:00 18:00 993 1109 2102 4:30 47 65 112 16:30 277 247 524 18:00 19:00 796 825 1621 4:45 42 56 98 16:45 284 272 556 19:00 20:00 601 674 1275 5:00 32 67 99 17:00 255 271 526 20:00 21:00 432 470 902 5:15 66 103 169 17:15 248 279 527 21:00 22:00 289 393 682 5:30 90 125 215 17:30 252 276 528 22:00 23:00 216 255 471 5:45 97 134 231 17:45 238 283 521 23:00 00:00 133 156 289 6:00 111 101 212 18:00 221 248 469
6:15 147 134 281 18:15 232 203 435 NB SB EB WB TOTAL
6:30 147 166 313 18:30 196 172 368 00:00 to 12:00
6:45 172 191 363 18:45 147 202 349 5159 5431 10590
7:00 181 212 393 19:00 155 158 313 7:45 7:30 7:30
7:15 213 278 491 19:15 139 172 311 1205 1253 2435
7:30 261 301 562 19:30 157 184 341 0.921 0.946 0.925
7:45 296 325 621 19:45 150 160 310
8:00 327 331 658 20:00 119 135 254 12:00 to 00:00
8:15 298 296 594 20:15 101 122 223 8207 8388 16595
8:30 284 204 488 20:30 120 108 228 15:15 17:00 15:15
8:45 201 151 352 20:45 92 105 197 1281 1109 2386
9:00 172 156 328 21:00 88 90 178 0.856 0.980 0.938
9:15 144 148 292 21:15 84 109 193
9:30 166 153 319 21:30 69 100 169 07:00 to 09:00
9:45 144 127 271 21:45 48 94 142 2061 2098 4159
10:00 135 143 278 22:00 63 64 127 7:45 7:30 7:30
10:15 154 170 324 22:15 48 73 121 1205 1253 2435
10:30 151 136 287 22:30 70 56 126 0.921 0.946 0.925
10:45 148 169 317 22:45 35 62 97
11:00 169 143 312 23:00 42 55 97 16:00 to 18:00
11:15 156 160 316 23:15 40 35 75 2170 2159 4329
11:30 132 166 298 23:30 30 35 65 16:00 17:00 16:00
11:45 133 165 298 23:45 21 31 52 1177 1109 2227
TOTALS 5159 5431 0 0 10590 TOTALS 8207 8388 0 0 16595 0.925 0.980 0.934 SPLIT % 49% 51% 0% 0% 39% SPLIT % 49% 51% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services VOLUME
Claus Rd Bet Scenic Dr & Yosemite Blvd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 116 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 101 100%
1 99 98%
3 98 97%
8 95 94%
8 87 86%
8 79 78%
12 71 70%
7 59 58%
5 52 51%
8 47 47%
10 39 39%
7 29 29%
8 22 22%
8 14 14%
1 6 6%
2 5 5%
2 3 3%
1 1 1%
101 85% SPEED: 53
44 - 53
80 50
19,899
50 WEATHER: Clear / Dry RECORDER:
CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Briggsmore Ave DIRECTION: EB/WB
LIMITS: Briggsmore Ave Bet Coffee Rd & Oakdale Rd
LOCATION: Briggsmore Ave Bet Coffee Rd & Oakdale Rd DATE: 09/18/2024 TIME: BEGIN: 13:15 END: 14:46 45 MPH
55 54
53 52
51 57
56 50
49 48
47 46
33 44
43 42
41 40
39 38
37 36
35 34
21 32
31 30
29 28
27 26
25 24
23 22 The street se indicated above has a radar-enforceable speed limit. Per State of California, Vehicle Code Section 40802, a registered engineer has the authority to evaluate the road section and extend speed surveys from five years to seven or to years.
RECOMMENDED SPEED:
20 19
18 17
16 15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: AVERAGE DAILY TRAFFIC:
#3..
- 117 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 1
42 43
44 6
45 5
46 4
47 8
48 6
49 1
50 2
51 8
52 5
53 4
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 51 40 - 53 48 mph 52 mph 44 - 53 49 96% 3% / 2 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 118 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 1
42 2
43 1
44 2
45 3
46 3
47 2
48 2
49 4
50 5
51 4
52 3
53 4
54 8
55 3
56 1
57 2
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 41 - 57 50 mph 54 mph 45 - 54 38 76% 12% / 6 12% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 119 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 2
42 2
43 1
44 8
45 8
46 7
47 10
48 8
49 5
50 7
51 12
52 8
53 8
54 8
55 3
56 1
57 2
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 101 40 - 57 49 mph 53 mph 44 - 53 81 80% 5% / 6 14% / 14
SPEED PARAMETERS
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:15-14:46
9/18/2024
Project #: 24-090118-002
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 120 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_002
NB SB EB WB Total
0 0 16,757 16,707 33,464
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 27 23 50 12:00 303 257 560 00:00 01:00 124 78 202
0:15 39 27 66 12:15 223 233 456 01:00 02:00 78 71 149
0:30 34 18 52 12:30 299 246 545 02:00 03:00 79 104 183
0:45 24 10 34 12:45 267 257 524 03:00 04:00 70 171 241
1:00 16 18 34 13:00 268 237 505 04:00 05:00 110 325 435 1:15 16 15 31 13:15 237 245 482 05:00 06:00 232 450 682 1:30 26 22 48 13:30 295 258 553 06:00 07:00 363 793 1156 1:45 20 16 36 13:45 283 261 544 07:00 08:00 822 1380 2202 2:00 15 23 38 14:00 324 256 580 08:00 09:00 865 1482 2347 2:15 22 10 32 14:15 278 264 542 09:00 10:00 810 1270 2080 2:30 22 38 60 14:30 342 293 635 10:00 11:00 877 1044 1921 2:45 20 33 53 14:45 352 304 656 11:00 12:00 1022 945 1967 3:00 13 36 49 15:00 336 263 599 12:00 13:00 1092 993 2085 3:15 14 40 54 15:15 344 260 604 13:00 14:00 1083 1001 2084 3:30 19 47 66 15:30 324 269 593 14:00 15:00 1296 1117 2413 3:45 24 48 72 15:45 362 276 638 15:00 16:00 1366 1068 2434 4:00 17 73 90 16:00 355 248 603 16:00 17:00 1438 994 2432 4:15 20 72 92 16:15 337 261 598 17:00 18:00 1527 996 2523 4:30 31 82 113 16:30 374 246 620 18:00 19:00 1036 830 1866 4:45 42 98 140 16:45 372 239 611 19:00 20:00 823 548 1371 5:00 51 82 133 17:00 412 238 650 20:00 21:00 659 442 1101 5:15 39 88 127 17:15 393 268 661 21:00 22:00 458 296 754 5:30 59 106 165 17:30 374 255 629 22:00 23:00 338 192 530 5:45 83 174 257 17:45 348 235 583 23:00 00:00 189 117 306 6:00 64 151 215 18:00 276 186 462
6:15 78 172 250 18:15 278 219 497 NB SB EB WB TOTAL
6:30 99 207 306 18:30 240 238 478 00:00 to 12:00
6:45 122 263 385 18:45 242 187 429 5452 8113 13565
7:00 171 212 383 19:00 232 132 364 11:00 7:30 7:30
7:15 175 340 515 19:15 226 150 376 1022 1589 2539
7:30 264 417 681 19:30 192 133 325 0.943 0.953 0.932
7:45 212 411 623 19:45 173 133 306
8:00 272 373 645 20:00 184 122 306 12:00 to 00:00
8:15 202 388 590 20:15 195 121 316 11305 8594 19899
8:30 209 378 587 20:30 123 107 230 16:30 14:15 16:45
8:45 182 343 525 20:45 157 92 249 1551 1124 2551
9:00 204 354 558 21:00 130 80 210 0.941 0.924 0.965
9:15 196 303 499 21:15 113 77 190
9:30 215 302 517 21:30 107 80 187 07:00 to 09:00
9:45 195 311 506 21:45 108 59 167 1687 2862 4549
10:00 236 258 494 22:00 101 48 149 7:30 7:30 7:30
10:15 191 250 441 22:15 77 58 135 950 1589 2539
10:30 235 287 522 22:30 87 36 123 0.873 0.953 0.932
10:45 215 249 464 22:45 73 50 123
11:00 249 228 477 23:00 46 37 83 16:00 to 18:00
11:15 260 240 500 23:15 59 30 89 2965 1990 4955
11:30 271 259 530 23:30 36 26 62 16:30 16:45 16:45
11:45 242 218 460 23:45 48 24 72 1551 1000 2551
TOTALS 0 0 5452 8113 13565 TOTALS 0 0 11305 8594 19899 0.941 0.933 0.965 SPLIT % 0% 0% 40% 60% 41% SPLIT % 0% 0% 57% 43% 59%
Volume
Prepared by National Data & Surveying Services VOLUME
Briggsmore Ave Bet Coffee Rd & Oakdale Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400
1600
1800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 121 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 115 100%
5 113 98%
7 108 94%
5 101 88%
7 96 83%
10 89 77%
4 79 69%
10 75 65%
11 65 57%
9 54 47%
7 45 39%
10 38 33%
4 28 24%
7 24 21%
11 17 15%
3 6 5%
2 3 3%
1 1 1%
115 85% SPEED: 51
40 - 49
72 45
19,668
45 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 The street se indicated above has a radar-enforceable speed limit. Per State of California, Vehicle Code Section 40802, a registered engineer has the authority to evaluate the road section and extend speed surveys from five years to seven or to years.
CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Briggsmore Ave DIRECTION: EB/WB
53 LIMITS: Briggsmore Ave Bet McHenry Ave & Coffee Rd
LOCATION: Briggsmore Ave Bet McHenry Ave & Coffee Rd DATE: 09/18/2024 TIME: BEGIN: 10:20 END: 11:30 WEATHER: Clear / Dry RECORDER: MPH #3..
- 122 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 1
38 2
39 1
40 5
41 5
42 1
43 3
44 2
45 3
46 5
47 2
48 3
49 7
50 6
51 5
52 2
53 3
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 57 37 - 54 47 mph 51 mph 43 - 52 38 67% 26% / 15 8% / 4
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 123 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 2
40 6
41 2
42 3
43 7
44 5
45 6
46 6
47 8
48 1
49 3
50 1
51 52 5
53 2
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 39 - 54 45 mph 50 mph 40 - 49 47 81% 3% / 2 16% / 9
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Westbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 124 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 1
38 2
39 3
40 11
41 7
42 4
43 10
44 7
45 9
46 11
47 10
48 4
49 10
50 7
51 5
52 7
53 5
54 2
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 37 - 54 46 mph 51 mph 40 - 49 83 72% 5% / 6 23% / 26
SPEED PARAMETERS
Briggsmore Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:20-11:30
9/18/2024
Project #: 24-090118-003
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 125 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_003
NB SB EB WB Total
0 0 16,705 16,597 33,302
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 35 17 52 12:00 237 291 528 00:00 01:00 141 88 229
0:15 37 29 66 12:15 275 261 536 01:00 02:00 86 79 165
0:30 40 23 63 12:30 290 271 561 02:00 03:00 75 109 184
0:45 29 19 48 12:45 297 245 542 03:00 04:00 92 230 322
1:00 20 18 38 13:00 266 240 506 04:00 05:00 109 381 490 1:15 19 20 39 13:15 252 210 462 05:00 06:00 286 458 744 1:30 29 21 50 13:30 301 254 555 06:00 07:00 520 667 1187 1:45 18 20 38 13:45 277 280 557 07:00 08:00 903 1157 2060 2:00 21 17 38 14:00 323 238 561 08:00 09:00 931 1280 2211 2:15 18 16 34 14:15 278 273 551 09:00 10:00 894 1065 1959 2:30 23 35 58 14:30 319 284 603 10:00 11:00 952 1051 2003 2:45 13 41 54 14:45 265 301 566 11:00 12:00 1043 1037 2080 3:00 16 46 62 15:00 316 258 574 12:00 13:00 1099 1068 2167 3:15 24 53 77 15:15 271 283 554 13:00 14:00 1096 984 2080 3:30 22 58 80 15:30 315 304 619 14:00 15:00 1185 1096 2281 3:45 30 73 103 15:45 297 312 609 15:00 16:00 1199 1157 2356 4:00 14 89 103 16:00 297 259 556 16:00 17:00 1208 1085 2293 4:15 26 91 117 16:15 292 281 573 17:00 18:00 1293 1063 2356 4:30 30 101 131 16:30 321 280 601 18:00 19:00 1079 816 1895 4:45 39 100 139 16:45 298 265 563 19:00 20:00 821 628 1449 5:00 54 99 153 17:00 373 312 685 20:00 21:00 680 443 1123 5:15 46 77 123 17:15 298 241 539 21:00 22:00 455 317 772 5:30 72 114 186 17:30 339 259 598 22:00 23:00 352 199 551 5:45 114 168 282 17:45 283 251 534 23:00 00:00 206 139 345 6:00 87 128 215 18:00 338 201 539
6:15 118 153 271 18:15 264 193 457 NB SB EB WB TOTAL
6:30 121 151 272 18:30 257 215 472 00:00 to 12:00
6:45 194 235 429 18:45 220 207 427 6032 7602 13634
7:00 163 178 341 19:00 219 175 394 11:00 7:30 7:30
7:15 248 286 534 19:15 199 150 349 1043 1330 2332
7:30 205 319 524 19:30 224 180 404 0.921 0.889 0.882
7:45 287 374 661 19:45 179 123 302
8:00 250 306 556 20:00 202 133 335 12:00 to 00:00
8:15 260 331 591 20:15 183 114 297 10673 8995 19668
8:30 206 309 515 20:30 154 113 267 16:45 15:15 16:15
8:45 215 334 549 20:45 141 83 224 1308 1158 2422
9:00 186 273 459 21:00 133 87 220 0.877 0.928 0.884
9:15 214 260 474 21:15 109 82 191
9:30 234 254 488 21:30 122 75 197 07:00 to 09:00
9:45 260 278 538 21:45 91 73 164 1834 2437 4271
10:00 229 250 479 22:00 105 51 156 7:45 7:30 7:30
10:15 263 258 521 22:15 77 61 138 1003 1330 2332
10:30 227 276 503 22:30 97 44 141 0.874 0.889 0.882
10:45 233 267 500 22:45 73 43 116
11:00 222 255 477 23:00 53 36 89 16:00 to 18:00
11:15 283 256 539 23:15 58 30 88 2501 2148 4649
11:30 270 299 569 23:30 37 35 72 16:45 16:15 16:15
11:45 268 227 495 23:45 58 38 96 1308 1138 2422
TOTALS 0 0 6032 7602 13634 TOTALS 0 0 10673 8995 19668 0.877 0.912 0.884 SPLIT % 0% 0% 44% 56% 41% SPLIT % 0% 0% 54% 46% 59%
Volume
Prepared by National Data & Surveying Services VOLUME
Briggsmore Ave Bet McHenry Ave & Coffee Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 126 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 120 100%
2 119 99%
1 117 98%
1 116 97%
2 115 96%
2 113 94%
6 111 93%
7 105 88%
5 98 82%
10 93 78%
21 83 69%
14 62 52%
14 48 40%
12 34 28%
10 22 18%
5 12 10%
3 7 6%
1 4 3%
3 3%
3 3 3%
120 85% SPEED: 47
39 - 48
87 45
19,380
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 The street se indicated above has a radar-enforceable speed limit. Per State of California, Vehicle Code Section 40802, a registered engineer has the authority to evaluate the road section and extend speed surveys from five years to seven or to years.
CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Briggsmore Ave DIRECTION: EB/WB
53 LIMITS: Briggsmore Ave Bet Tully Rd & McHenry Ave
LOCATION: Briggsmore Ave Bet Tully Rd & McHenry Ave DATE: 09/18/2024 TIME: BEGIN: 09:00 END: 10:15 WEATHER: Clear / Dry RECORDER: MPH #3..
- 127 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 37
38 39 3
40 3
41 6
42 8
43 7
44 11
45 5
46 2
47 2
48 3
49 1
50 2
51 52
53 2
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 57 35 - 54 44 mph 48 mph 39 - 48 50 88% 1% / 1 11% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Eastbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 128 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 2
36 37 1
38 3
39 2
40 7
41 6
42 6
43 7
44 10
45 5
46 3
47 5
48 3
49 1
50 51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Westbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
#3..
- 129 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 3
36 37 1
38 3
39 5
40 10
41 12
42 14
43 14
44 21
45 10
46 5
47 7
48 6
49 2
50 2
51 1
52 1
53 2
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 120 35 - 54 43 mph 47 mph 39 - 48 104 87% 5% / 7 8% / 9
SPEED PARAMETERS
Briggsmore Ave Bet Tully Rd & McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-10:15
9/18/2024
Project #: 24-090118-004
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 130 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_004
NB SB EB WB Total
0 0 15,830 17,392 33,222
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 44 34 78 12:00 255 271 526 00:00 01:00 134 106 240 0:15 27 25 52 12:15 247 318 565 01:00 02:00 86 78 164
0:30 34 27 61 12:30 284 263 547 02:00 03:00 73 119 192
0:45 29 20 49 12:45 317 269 586 03:00 04:00 93 222 315
1:00 24 13 37 13:00 244 311 555 04:00 05:00 145 361 506 1:15 18 22 40 13:15 235 246 481 05:00 06:00 309 451 760 1:30 30 24 54 13:30 296 297 593 06:00 07:00 534 610 1144 1:45 14 19 33 13:45 302 280 582 07:00 08:00 890 1105 1995 2:00 17 24 41 14:00 271 312 583 08:00 09:00 1099 1204 2303 2:15 18 21 39 14:15 251 266 517 09:00 10:00 1033 975 2008 2:30 24 31 55 14:30 308 316 624 10:00 11:00 949 1058 2007 2:45 14 43 57 14:45 245 274 519 11:00 12:00 1101 1107 2208 3:00 13 43 56 15:00 228 292 520 12:00 13:00 1103 1121 2224 3:15 27 51 78 15:15 247 280 527 13:00 14:00 1077 1134 2211 3:30 23 61 84 15:30 252 295 547 14:00 15:00 1075 1168 2243 3:45 30 67 97 15:45 239 263 502 15:00 16:00 966 1130 2096 4:00 18 83 101 16:00 200 287 487 16:00 17:00 949 1133 2082 4:15 26 97 123 16:15 237 253 490 17:00 18:00 1025 1197 2222 4:30 33 91 124 16:30 265 312 577 18:00 19:00 883 966 1849 4:45 68 90 158 16:45 247 281 528 19:00 20:00 734 745 1479 5:00 61 101 162 17:00 268 326 594 20:00 21:00 613 543 1156 5:15 51 95 146 17:15 245 282 527 21:00 22:00 448 410 858 5:30 93 109 202 17:30 275 319 594 22:00 23:00 312 275 587 5:45 104 146 250 17:45 237 270 507 23:00 00:00 199 174 373 6:00 94 129 223 18:00 246 273 519
6:15 117 150 267 18:15 253 202 455 NB SB EB WB TOTAL
6:30 145 119 264 18:30 198 269 467 00:00 to 12:00
6:45 178 212 390 18:45 186 222 408 6446 7396 13842
7:00 174 195 369 19:00 192 183 375 7:45 7:45 7:45
7:15 214 269 483 19:15 177 186 363 1129 1262 2391
7:30 218 276 494 19:30 192 220 412 0.913 0.864 0.921
7:45 284 365 649 19:45 173 156 329
8:00 267 273 540 20:00 155 158 313 12:00 to 00:00
8:15 269 311 580 20:15 161 127 288 9384 9996 19380
8:30 309 313 622 20:30 141 144 285 13:45 16:45 13:45
8:45 254 307 561 20:45 156 114 270 1132 1208 2306
9:00 231 246 477 21:00 134 121 255 0.919 0.926 0.924
9:15 238 255 493 21:15 94 101 195
9:30 292 229 521 21:30 137 90 227 07:00 to 09:00
9:45 272 245 517 21:45 83 98 181 1989 2309 4298
10:00 260 229 489 22:00 83 78 161 7:45 7:45 7:45
10:15 235 268 503 22:15 84 72 156 1129 1262 2391
10:30 238 280 518 22:30 70 64 134 0.913 0.864 0.921
10:45 216 281 497 22:45 75 61 136
11:00 279 269 548 23:00 54 51 105 16:00 to 18:00
11:15 282 266 548 23:15 57 38 95 1974 2330 4304
11:30 283 317 600 23:30 42 44 86 16:45 16:45 16:45
11:45 257 255 512 23:45 46 41 87 1035 1208 2243
TOTALS 0 0 6446 7396 13842 TOTALS 0 0 9384 9996 19380 0.941 0.926 0.944 SPLIT % 0% 0% 47% 53% 42% SPLIT % 0% 0% 48% 52% 58%
Volume
Prepared by National Data & Surveying Services VOLUME
Briggsmore Ave Bet Tully Rd & McHenry Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 131 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
10 100 100%
12 90 90%
9 78 78%
19 69 69%
11 50 50%
11 39 39%
23 28 28%
3 5 5%
2 2 2%
100 85% SPEED: 55
47 - 56
100
50 13,606
50 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Briggsmore Ave DIRECTION: EB/WB
53 LIMITS: Briggsmore Ave Bet Oakdale Rd & Claus Rd
LOCATION: Briggsmore Ave Bet Oakdale Rd & Claus Rd DATE: 09/18/2024 TIME: BEGIN: 10:25 END: 11:25 WEATHER: Clear / Dry RECORDER: MPH #3..
- 132 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 1
49 3
50 13
51 7
52 8
53 7
54 2
55 5
56 4
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 48 - 56 52 mph 55 mph 47 - 56 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Eastbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 133 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 1
49 50 10
51 4
52 3
53 12
54 7
55 7
56 6
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 48 - 56 53 mph 55 mph 47 - 56 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Westbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 134 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48 2
49 3
50 23
51 11
52 11
53 19
54 9
55 12
56 10
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 48 - 56 52 mph 55 mph 47 - 56 100 100% 0% / 0 0% / 0
SPEED PARAMETERS
Briggsmore Ave Bet Oakdale Rd & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:25-11:25
9/18/2024
Project #: 24-090118-005
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 135 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_005
NB SB EB WB Total
0 0 11,418 11,554 22,972
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 16 18 34 12:00 175 144 319 00:00 01:00 80 53 133
0:15 18 19 37 12:15 184 145 329 01:00 02:00 42 48 90
0:30 31 9 40 12:30 163 163 326 02:00 03:00 43 56 99
0:45 15 7 22 12:45 172 152 324 03:00 04:00 50 109 159
1:00 9 15 24 13:00 154 171 325 04:00 05:00 75 211 286
1:15 7 11 18 13:15 148 158 306 05:00 06:00 183 334 517
1:30 12 13 25 13:30 165 159 324 06:00 07:00 279 552 831 1:45 14 9 23 13:45 212 197 409 07:00 08:00 589 1153 1742 2:00 8 12 20 14:00 187 132 319 08:00 09:00 558 1229 1787 2:15 12 6 18 14:15 239 197 436 09:00 10:00 488 780 1268 2:30 12 18 30 14:30 216 196 412 10:00 11:00 516 712 1228 2:45 11 20 31 14:45 230 200 430 11:00 12:00 619 607 1226 3:00 10 22 32 15:00 249 161 410 12:00 13:00 694 604 1298 3:15 6 25 31 15:15 225 172 397 13:00 14:00 679 685 1364 3:30 14 35 49 15:30 221 225 446 14:00 15:00 872 725 1597 3:45 20 27 47 15:45 251 202 453 15:00 16:00 946 760 1706 4:00 11 49 60 16:00 273 219 492 16:00 17:00 1036 734 1770 4:15 16 41 57 16:15 255 179 434 17:00 18:00 1191 653 1844 4:30 29 48 77 16:30 209 166 375 18:00 19:00 712 539 1251 4:45 19 73 92 16:45 299 170 469 19:00 20:00 611 336 947 5:00 33 56 89 17:00 303 147 450 20:00 21:00 484 298 782 5:15 29 63 92 17:15 301 180 481 21:00 22:00 313 172 485 5:30 49 95 144 17:30 312 171 483 22:00 23:00 219 124 343 5:45 72 120 192 17:45 275 155 430 23:00 00:00 139 80 219 6:00 58 79 137 18:00 204 131 335
6:15 59 120 179 18:15 172 156 328 NB SB EB WB TOTAL
6:30 63 180 243 18:30 165 139 304 00:00 to 12:00
6:45 99 173 272 18:45 171 113 284 3522 5844 9366
7:00 118 159 277 19:00 180 91 271 7:15 7:30 7:30
7:15 157 298 455 19:15 164 83 247 648 1347 1986
7:30 152 372 524 19:30 134 85 219 0.915 0.905 0.948
7:45 162 324 486 19:45 133 77 210
8:00 177 321 498 20:00 137 94 231 12:00 to 00:00
8:15 148 330 478 20:15 132 74 206 7896 5710 13606
8:30 132 307 439 20:30 105 68 173 16:45 15:30 16:45
8:45 101 271 372 20:45 110 62 172 1215 825 1883
9:00 107 202 309 21:00 81 39 120 0.974 0.917 0.975
9:15 102 182 284 21:15 86 61 147
9:30 147 187 334 21:30 82 43 125 07:00 to 09:00
9:45 132 209 341 21:45 64 29 93 1147 2382 3529
10:00 124 183 307 22:00 69 36 105 7:15 7:30 7:30
10:15 129 176 305 22:15 47 37 84 648 1347 1986
10:30 132 162 294 22:30 62 22 84 0.915 0.905 0.948
10:45 131 191 322 22:45 41 29 70
11:00 140 142 282 23:00 46 19 65 16:00 to 18:00
11:15 163 159 322 23:15 35 23 58 2227 1387 3614
11:30 162 161 323 23:30 22 19 41 16:45 16:00 16:45
11:45 154 145 299 23:45 36 19 55 1215 734 1883
TOTALS 0 0 3522 5844 9366 TOTALS 0 0 7896 5710 13606 0.974 0.838 0.975 SPLIT % 0% 0% 38% 62% 41% SPLIT % 0% 0% 58% 42% 59%
Volume
Prepared by National Data & Surveying Services VOLUME
Briggsmore Ave Bet Oakdale Rd & Claus Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 136 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 106 100%
2 104 98%
10 102 96%
6 92 87%
18 86 81%
5 68 64%
22 63 59%
11 41 39%
15 30 28%
9 15 14%
4 6 6%
2 2 2%
106 85% SPEED: 41
33 - 42
96 35
10,770
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Dale Road DIRECTION: NB/SB
53 LIMITS: Dale Rd Bet Snyder Ave & Veneman Ave
LOCATION: Dale Rd Bet Snyder Ave & Veneman Ave DATE: 09/18/2024 TIME: BEGIN: 09:00 END: 10:10 WEATHER: Clear / Dry RECORDER: MPH #3..
- 137 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 2
34 4
35 7
36 10
37 3
38 12
39 3
40 8
41 3
42 4
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 33 - 42 38 mph 40 mph 33 - 42 56 100% 0% / 0 0% / 0
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Northbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 138 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 2
36 5
37 8
38 10
39 2
40 10
41 3
42 6
43 2
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 35 - 44 38 mph 42 mph 35 - 44 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 139 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 2
34 4
35 9
36 15
37 11
38 22
39 5
40 18
41 6
42 10
43 2
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 33 - 44 38 mph 41 mph 33 - 42 102 96% 0% / 0 4% / 4
SPEED PARAMETERS
Dale Rd Bet Snyder Ave & Veneman Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:10
9/18/2024
Project #: 24-090118-006
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 140 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_006
NB SB EB WB Total
8,419 7,826 0 0 16,245
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 11 25 12:00 151 158 309 00:00 01:00 40 39 79
0:15 5 10 15 12:15 156 160 316 01:00 02:00 15 20 35
0:30 9 12 21 12:30 157 139 296 02:00 03:00 11 20 31
0:45 12 6 18 12:45 147 163 310 03:00 04:00 10 21 31
1:00 4 3 7 13:00 176 161 337 04:00 05:00 46 44 90
1:15 4 6 10 13:15 158 129 287 05:00 06:00 102 84 186
1:30 4 8 12 13:30 175 148 323 06:00 07:00 234 136 370
1:45 3 3 6 13:45 198 140 338 07:00 08:00 423 309 732
2:00 4 4 8 14:00 162 140 302 08:00 09:00 450 477 927
2:15 2 7 9 14:15 157 134 291 09:00 10:00 434 463 897
2:30 4 2 6 14:30 175 151 326 10:00 11:00 483 542 1025
2:45 1 7 8 14:45 169 163 332 11:00 12:00 516 556 1072
3:00 3 4 7 15:00 152 170 322 12:00 13:00 611 620 1231
3:15 3 3 6 15:15 161 150 311 13:00 14:00 707 578 1285
3:30 2 7 9 15:30 137 147 284 14:00 15:00 663 588 1251
3:45 2 7 9 15:45 206 154 360 15:00 16:00 656 621 1277
4:00 8 10 18 16:00 144 171 315 16:00 17:00 650 593 1243 4:15 14 10 24 16:15 153 139 292 17:00 18:00 667 595 1262 4:30 10 12 22 16:30 179 155 334 18:00 19:00 556 499 1055 4:45 14 12 26 16:45 174 128 302 19:00 20:00 437 376 813 5:00 13 10 23 17:00 169 169 338 20:00 21:00 313 268 581 5:15 21 16 37 17:15 160 151 311 21:00 22:00 206 205 411 5:30 29 19 48 17:30 188 157 345 22:00 23:00 124 95 219
5:45 39 39 78 17:45 150 118 268 23:00 00:00 65 77 142
6:00 40 29 69 18:00 153 120 273
6:15 40 28 68 18:15 144 142 286 NB SB EB WB TOTAL
6:30 64 30 94 18:30 132 111 243 00:00 to 12:00
6:45 90 49 139 18:45 127 126 253 2764 2711 5475
7:00 72 48 120 19:00 114 116 230 10:30 10:30 10:30
7:15 100 65 165 19:15 100 112 212 524 569 1093
7:30 109 99 208 19:30 119 80 199 0.970 0.955 0.962
7:45 142 97 239 19:45 104 68 172
8:00 142 118 260 20:00 83 72 155 12:00 to 00:00
8:15 103 127 230 20:15 82 81 163 5655 5115 10770
8:30 87 128 215 20:30 84 64 148 13:00 14:30 15:45
8:45 118 104 222 20:45 64 51 115 707 634 1301
9:00 98 107 205 21:00 80 67 147 0.893 0.932 0.903
9:15 100 101 201 21:15 47 52 99
9:30 113 105 218 21:30 39 48 87 07:00 to 09:00
9:45 123 150 273 21:45 40 38 78 873 786 1659
10:00 119 127 246 22:00 38 31 69 7:30 8:00 7:45
10:15 98 142 240 22:15 30 23 53 496 477 944
10:30 131 133 264 22:30 31 22 53 0.873 0.932 0.908
10:45 135 140 275 22:45 25 19 44
11:00 135 149 284 23:00 13 13 26 16:00 to 18:00
11:15 123 147 270 23:15 18 20 38 1317 1188 2505
11:30 129 127 256 23:30 19 25 44 16:45 16:45 16:45
11:45 129 133 262 23:45 15 19 34 691 605 1296
TOTALS 2764 2711 0 0 5475 TOTALS 5655 5115 0 0 10770 0.919 0.895 0.939 SPLIT % 50% 50% 0% 0% 34% SPLIT % 53% 47% 0% 0% 66%
Volume
Prepared by National Data & Surveying Services VOLUME
Dale Rd Bet Snyder Ave & Veneman Ave
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 141 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 142 100%
1 141 99%
2 140 99%
4 138 97%
7 134 94%
8 127 89%
13 119 84%
15 106 75%
8 91 64%
16 83 58%
9 67 47%
17 58 41%
15 41 29%
8 26 18%
3 18 13%
5 15 11%
6 10 7%
3 4 3%
1 1%
1 1 1%
142 85% SPEED: 42
34 - 43
82 35
18,552
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: El Vista Ave DIRECTION: NB/SB
53 LIMITS: El Vista Ave Bet Yosemite Blvd & Scenic Dr
LOCATION: El Vista Ave Bet Yosemite Blvd & Scenic Dr DATE: 09/18/2024 TIME: BEGIN: 09:00 END: 10:00 WEATHER: Clear / Dry RECORDER: MPH #3..
- 142 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 2
32 1
33 2
34 2
35 9
36 7
37 6
38 7
39 6
40 11
41 7
42 4
43 3
44 2
45 1
46 1
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 73 30 - 47 38 mph 42 mph 34 - 43 62 85% 8% / 6 7% / 5
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Northbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 143 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 2
31 4
32 4
33 1
34 6
35 6
36 10
37 3
38 9
39 2
40 4
41 6
42 4
43 4
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 69 28 - 45 37 mph 42 mph 34 - 43 54 78% 17% / 12 5% / 3
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 144 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 3
31 6
32 5
33 3
34 8
35 15
36 17
37 9
38 16
39 8
40 15
41 13
42 8
43 7
44 4
45 2
46 1
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 142 28 - 47 38 mph 42 mph 34 - 43 116 82% 12% / 18 6% / 8
SPEED PARAMETERS
El Vista Ave Bet Yosemite Blvd & Scenic Dr
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-007
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 145 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_007
NB SB EB WB Total
15,198 15,165 0 0 30,363
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 31 32 63 12:00 198 221 419 00:00 01:00 98 103 201
0:15 30 28 58 12:15 184 193 377 01:00 02:00 48 66 114
0:30 23 21 44 12:30 231 213 444 02:00 03:00 66 84 150
0:45 14 22 36 12:45 215 211 426 03:00 04:00 94 110 204
1:00 9 17 26 13:00 201 210 411 04:00 05:00 133 190 323
1:15 16 11 27 13:15 195 220 415 05:00 06:00 289 390 679 1:30 12 26 38 13:30 239 231 470 06:00 07:00 522 531 1053 1:45 11 12 23 13:45 269 203 472 07:00 08:00 985 983 1968 2:00 16 11 27 14:00 249 268 517 08:00 09:00 1243 993 2236 2:15 17 24 41 14:15 285 205 490 09:00 10:00 939 708 1647 2:30 18 26 44 14:30 279 251 530 10:00 11:00 785 751 1536 2:45 15 23 38 14:45 277 328 605 11:00 12:00 866 834 1700 3:00 18 26 44 15:00 323 303 626 12:00 13:00 828 838 1666 3:15 24 15 39 15:15 365 291 656 13:00 14:00 904 864 1768 3:30 25 37 62 15:30 285 233 518 14:00 15:00 1090 1052 2142 3:45 27 32 59 15:45 311 289 600 15:00 16:00 1284 1116 2400 4:00 25 30 55 16:00 302 297 599 16:00 17:00 1197 1186 2383 4:15 18 39 57 16:15 299 304 603 17:00 18:00 1160 1305 2465 4:30 34 48 82 16:30 302 282 584 18:00 19:00 820 879 1699 4:45 56 73 129 16:45 294 303 597 19:00 20:00 628 722 1350 5:00 43 51 94 17:00 298 331 629 20:00 21:00 471 547 1018 5:15 62 89 151 17:15 328 331 659 21:00 22:00 329 411 740 5:30 86 126 212 17:30 281 338 619 22:00 23:00 251 310 561 5:45 98 124 222 17:45 253 305 558 23:00 00:00 168 192 360 6:00 102 100 202 18:00 245 243 488
6:15 122 97 219 18:15 205 213 418 NB SB EB WB TOTAL
6:30 144 147 291 18:30 197 218 415 00:00 to 12:00
6:45 154 187 341 18:45 173 205 378 6068 5743 11811
7:00 167 156 323 19:00 195 189 384 8:00 7:30 7:30
7:15 239 219 458 19:15 144 190 334 1243 1138 2359
7:30 282 285 567 19:30 172 173 345 0.962 0.881 0.951
7:45 297 323 620 19:45 117 170 287
8:00 323 284 607 20:00 129 160 289 12:00 to 00:00
8:15 319 246 565 20:15 129 135 264 9130 9422 18552
8:30 300 254 554 20:30 118 141 259 15:00 17:00 16:45
8:45 301 209 510 20:45 95 111 206 1284 1305 2504
9:00 254 158 412 21:00 94 120 214 0.879 0.965 0.950
9:15 278 166 444 21:15 80 103 183
9:30 189 204 393 21:30 80 96 176 07:00 to 09:00
9:45 218 180 398 21:45 75 92 167 2228 1976 4204
10:00 178 184 362 22:00 74 85 159 8:00 7:30 7:30
10:15 195 185 380 22:15 64 88 152 1243 1138 2359
10:30 209 187 396 22:30 71 79 150 0.962 0.881 0.951
10:45 203 195 398 22:45 42 58 100
11:00 214 208 422 23:00 54 47 101 16:00 to 18:00
11:15 216 193 409 23:15 46 60 106 2357 2491 4848
11:30 192 222 414 23:30 43 41 84 16:30 17:00 16:45
11:45 244 211 455 23:45 25 44 69 1222 1305 2504
TOTALS 6068 5743 0 0 11811 TOTALS 9130 9422 0 0 18552 0.931 0.965 0.950 SPLIT % 51% 49% 0% 0% 39% SPLIT % 49% 51% 0% 0% 61%
Volume
Prepared by National Data & Surveying Services VOLUME
El Vista Ave Bet Yosemite Blvd & Scenic Dr
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 146 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
4 100 100%
7 96 96%
11 89 89%
14 78 78%
14 64 64%
11 50 50%
10 39 39%
8 29 29%
10 21 21%
5 11 11%
5 6 6%
1 1 1%
100 85% SPEED: 42
34 - 43
95 35
7,690
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Floyd Ave DIRECTION: EB/WB
53 LIMITS: Floyd Ave Bet Oakdale Rd & Roselle Ave
LOCATION: Floyd Ave Bet Oakdale Rd & Roselle Ave DATE: 09/18/2024 TIME: BEGIN: 12:50 END: 14:10 WEATHER: Clear / Dry RECORDER: MPH #3..
- 147 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 2
37 5
38 5
39 8
40 12
41 7
42 6
43 3
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 36 - 44 40 mph 42 mph 35 - 44 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 148 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 5
35 5
36 8
37 3
38 5
39 3
40 2
41 7
42 5
43 4
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 33 - 44 38 mph 42 mph 34 - 43 47 94% 2% / 1 4% / 2
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Westbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 149 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 5
35 5
36 10
37 8
38 10
39 11
40 14
41 14
42 11
43 7
44 4
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 44 39 mph 42 mph 34 - 43 95 95% 1% / 1 4% / 4
SPEED PARAMETERS
Floyd Ave Bet Oakdale Rd & Roselle Ave
City of Modesto
Eastbound & Westbound Spot Speeds
12:50-14:10
9/18/2024
Project #: 24-090118-008
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 150 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_008
NB SB EB WB Total
0 0 6,107 5,891 11,998
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 8 10 18 12:00 95 67 162 00:00 01:00 26 22 48
0:15 4 4 8 12:15 86 85 171 01:00 02:00 10 14 24
0:30 8 6 14 12:30 75 61 136 02:00 03:00 16 20 36
0:45 6 2 8 12:45 106 74 180 03:00 04:00 15 22 37
1:00 5 3 8 13:00 91 95 186 04:00 05:00 21 59 80
1:15 1 1 2 13:15 83 72 155 05:00 06:00 57 104 161
1:30 0 6 6 13:30 87 57 144 06:00 07:00 141 188 329
1:45 4 4 8 13:45 110 68 178 07:00 08:00 413 575 988
2:00 3 3 6 14:00 117 82 199 08:00 09:00 328 590 918
2:15 6 6 12 14:15 118 132 250 09:00 10:00 229 308 537
2:30 1 7 8 14:30 122 112 234 10:00 11:00 249 277 526
2:45 6 4 10 14:45 125 131 256 11:00 12:00 338 286 624
3:00 3 1 4 15:00 124 132 256 12:00 13:00 362 287 649
3:15 5 9 14 15:15 150 137 287 13:00 14:00 371 292 663
3:30 4 5 9 15:30 122 125 247 14:00 15:00 482 457 939
3:45 3 7 10 15:45 129 137 266 15:00 16:00 525 531 1056
4:00 2 12 14 16:00 119 88 207 16:00 17:00 487 391 878
4:15 4 15 19 16:15 109 93 202 17:00 18:00 549 384 933
4:30 5 8 13 16:30 131 103 234 18:00 19:00 458 315 773
4:45 10 24 34 16:45 128 107 235 19:00 20:00 356 289 645 5:00 8 21 29 17:00 134 92 226 20:00 21:00 268 206 474
5:15 12 24 36 17:15 150 104 254 21:00 22:00 190 152 342 5:30 11 26 37 17:30 148 104 252 22:00 23:00 138 72 210
5:45 26 33 59 17:45 117 84 201 23:00 00:00 78 50 128
6:00 24 38 62 18:00 122 84 206
6:15 24 38 62 18:15 105 79 184 NB SB EB WB TOTAL
6:30 46 52 98 18:30 122 75 197 00:00 to 12:00
6:45 47 60 107 18:45 109 77 186 1843 2465 4308
7:00 65 72 137 19:00 97 87 184 7:30 7:30 7:30
7:15 81 89 170 19:15 87 81 168 473 792 1265
7:30 133 173 306 19:30 101 60 161 0.882 0.822 0.843
7:45 134 241 375 19:45 71 61 132
8:00 121 216 337 20:00 75 65 140 12:00 to 00:00
8:15 85 162 247 20:15 74 37 111 4264 3426 7690
8:30 68 116 184 20:30 78 57 135 16:45 15:00 15:00
8:45 54 96 150 20:45 41 47 88 560 531 1056
9:00 72 85 157 21:00 77 44 121 0.933 0.969 0.920
9:15 41 78 119 21:15 38 40 78
9:30 54 71 125 21:30 37 37 74 07:00 to 09:00
9:45 62 74 136 21:45 38 31 69 741 1165 1906
10:00 64 68 132 22:00 40 21 61 7:30 7:30 7:30
10:15 57 61 118 22:15 38 20 58 473 792 1265
10:30 66 80 146 22:30 34 19 53 0.882 0.822 0.843
10:45 62 68 130 22:45 26 12 38
11:00 75 67 142 23:00 26 11 37 16:00 to 18:00
11:15 80 71 151 23:15 27 18 45 1036 775 1811
11:30 89 70 159 23:30 14 14 28 16:45 16:45 16:45
11:45 94 78 172 23:45 11 7 18 560 407 967
TOTALS 0 0 1843 2465 4308 TOTALS 0 0 4264 3426 7690 0.933 0.951 0.952 SPLIT % 0% 0% 43% 57% 36% SPLIT % 0% 0% 55% 45% 64%
Volume
Prepared by National Data & Surveying Services VOLUME
Floyd Ave Bet Oakdale Rd & Roselle Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 151 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 100 100%
1 98 98%
3 97 97%
7 94 94%
12 87 87%
24 75 75%
11 51 51%
8 40 40%
22 32 32%
10 10 10%
100 85% SPEED: 45
40 - 49
100
40 5,017
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Floyd Ave DIRECTION: EB/WB
53 LIMITS: Floyd Ave Bet Roselle Ave & Claus Rd
LOCATION: Floyd Ave Bet Roselle Ave & Claus Rd DATE: 09/18/2024 TIME: BEGIN: 14:30 END: 15:15 WEATHER: Clear / Dry RECORDER: MPH #3..
- 152 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 3
41 12
42 6
43 8
44 12
45 5
46 2
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 47 43 mph 45 mph 38 - 47 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Eastbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 153 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 7
41 10
42 2
43 3
44 12
45 7
46 5
47 1
48 1
49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 49 44 mph 46 mph 40 - 49 50 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Westbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 154 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 10
41 22
42 8
43 11
44 24
45 12
46 7
47 3
48 1
49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 40 - 49 43 mph 45 mph 40 - 49 100 100% 0% / 0 0% / 0
SPEED PARAMETERS
Floyd Ave Bet Roselle Ave & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
14:30-15:15
9/18/2024
Project #: 24-090118-009
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 155 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_009
NB SB EB WB Total
0 0 3,884 4,070 7,954
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 3 6 9 12:00 55 45 100 00:00 01:00 17 16 33
0:15 4 5 9 12:15 40 50 90 01:00 02:00 12 13 25
0:30 4 4 8 12:30 56 42 98 02:00 03:00 10 14 24
0:45 6 1 7 12:45 45 37 82 03:00 04:00 11 17 28
1:00 5 4 9 13:00 61 51 112 04:00 05:00 18 29 47
1:15 0 1 1 13:15 57 49 106 05:00 06:00 61 58 119
1:30 4 5 9 13:30 67 56 123 06:00 07:00 105 115 220
1:45 3 3 6 13:45 81 53 134 07:00 08:00 352 415 767
2:00 1 4 5 14:00 99 72 171 08:00 09:00 248 368 616
2:15 4 3 7 14:15 70 130 200 09:00 10:00 137 184 321
2:30 3 3 6 14:30 81 111 192 10:00 11:00 176 163 339
2:45 2 4 6 14:45 75 84 159 11:00 12:00 191 207 398
3:00 1 4 5 15:00 66 66 132 12:00 13:00 196 174 370
3:15 3 4 7 15:15 74 87 161 13:00 14:00 266 209 475
3:30 5 3 8 15:30 75 90 165 14:00 15:00 325 397 722
3:45 2 6 8 15:45 76 83 159 15:00 16:00 291 326 617
4:00 2 6 8 16:00 67 74 141 16:00 17:00 289 294 583
4:15 6 4 10 16:15 66 68 134 17:00 18:00 330 335 665
4:30 5 5 10 16:30 88 77 165 18:00 19:00 280 250 530
4:45 5 14 19 16:45 68 75 143 19:00 20:00 199 171 370
5:00 13 13 26 17:00 82 81 163 20:00 21:00 157 134 291
5:15 11 11 22 17:15 85 90 175 21:00 22:00 106 89 195
5:30 18 18 36 17:30 91 91 182 22:00 23:00 71 52 123
5:45 19 16 35 17:45 72 73 145 23:00 00:00 36 40 76
6:00 21 28 49 18:00 72 70 142
6:15 20 19 39 18:15 75 72 147 NB SB EB WB TOTAL
6:30 30 31 61 18:30 69 59 128 00:00 to 12:00
6:45 34 37 71 18:45 64 49 113 1338 1599 2937
7:00 39 55 94 19:00 42 58 100 7:30 7:30 7:30
7:15 62 78 140 19:15 55 42 97 415 513 928
7:30 122 107 229 19:30 54 34 88 0.804 0.733 0.763
7:45 129 175 304 19:45 48 37 85
8:00 88 141 229 20:00 43 41 84 12:00 to 00:00
8:15 76 90 166 20:15 45 29 74 2546 2471 5017
8:30 52 73 125 20:30 42 32 74 13:45 14:00 14:00
8:45 32 64 96 20:45 27 32 59 331 397 722
9:00 41 48 89 21:00 28 22 50 0.836 0.763 0.903
9:15 29 53 82 21:15 32 28 60
9:30 28 30 58 21:30 24 21 45 07:00 to 09:00
9:45 39 53 92 21:45 22 18 40 600 783 1383
10:00 40 36 76 22:00 22 12 34 7:30 7:30 7:30
10:15 43 38 81 22:15 19 22 41 415 513 928
10:30 46 58 104 22:30 21 13 34 0.804 0.733 0.763
10:45 47 31 78 22:45 9 5 14
11:00 41 48 89 23:00 7 11 18 16:00 to 18:00
11:15 53 58 111 23:15 15 16 31 619 629 1248
11:30 43 51 94 23:30 8 8 16 17:00 16:45 17:00
11:45 54 50 104 23:45 6 5 11 330 337 665
TOTALS 0 0 1338 1599 2937 TOTALS 0 0 2546 2471 5017 0.907 0.926 0.913 SPLIT % 0% 0% 46% 54% 37% SPLIT % 0% 0% 51% 49% 63%
Volume
Prepared by National Data & Surveying Services VOLUME
Floyd Ave Bet Roselle Ave & Claus Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300
350
400
450 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 156 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 136 100%
2 135 99%
1 133 98%
4 132 97%
2 128 94%
8 126 93%
9 118 87%
10 109 80%
11 99 73%
13 88 65%
17 75 55%
13 58 43%
6 45 33%
15 39 29%
4 24 18%
5 20 15%
5 15 11%
10 7%
5 10 7%
2 5 4%
2 3 2%
1 1 1%
136 85% SPEED: 43
35 - 44
78 35
11,139
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Orangeburg Ave DIRECTION: EB/WB
53 LIMITS: Orangeburg Ave Bet Briggsmore Ave & Martin Ave LOCATION: Orangeburg Ave Bet Briggsmore Ave & Martin Ave DATE: 09/18/2024 TIME: BEGIN: 10:15 END: 11:15 WEATHER: Clear / Dry RECORDER: MPH #3..
- 157 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 32
33 34 1
35 1
36 5
37 2
38 8
39 9
40 7
41 6
42 5
43 6
44 5
45 2
46 2
47 48 2
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 30 - 49 40 mph 44 mph 36 - 45 55 87% 4% / 3 8% / 5
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Eastbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 158 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 1
31 5
32 33 5
34 4
35 3
36 10
37 4
38 5
39 8
40 6
41 5
42 5
43 3
44 3
45 46 2
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 73 28 - 47 38 mph 42 mph 33 - 42 55 75% 12% / 9 13% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Westbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 159 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 2
31 5
32 33 5
34 5
35 4
36 15
37 6
38 13
39 17
40 13
41 11
42 10
43 9
44 8
45 2
46 4
47 1
48 2
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 136 28 - 49 39 mph 43 mph 35 - 44 106 78% 14% / 20 8% / 10
SPEED PARAMETERS
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
City of Modesto
Eastbound & Westbound Spot Speeds
10:15-11:15
9/18/2024
Project #: 24-090118-010
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 160 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_010
NB SB EB WB Total
0 0 8,742 8,717 17,459
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 28 12 40 12:00 126 131 257 00:00 01:00 88 48 136
0:15 17 15 32 12:15 137 126 263 01:00 02:00 43 43 86
0:30 27 9 36 12:30 146 140 286 02:00 03:00 47 40 87
0:45 16 12 28 12:45 146 138 284 03:00 04:00 44 100 144
1:00 6 7 13 13:00 135 101 236 04:00 05:00 67 165 232
1:15 10 9 19 13:15 143 119 262 05:00 06:00 145 258 403
1:30 11 8 19 13:30 161 130 291 06:00 07:00 259 282 541
1:45 16 19 35 13:45 124 130 254 07:00 08:00 409 507 916 2:00 12 8 20 14:00 131 123 254 08:00 09:00 553 554 1107 2:15 11 8 19 14:15 140 103 243 09:00 10:00 378 417 795
2:30 13 14 27 14:30 119 144 263 10:00 11:00 444 455 899 2:45 11 10 21 14:45 167 191 358 11:00 12:00 456 518 974 3:00 8 24 32 15:00 155 175 330 12:00 13:00 555 535 1090 3:15 15 22 37 15:15 160 182 342 13:00 14:00 563 480 1043 3:30 10 28 38 15:30 173 167 340 14:00 15:00 557 561 1118 3:45 11 26 37 15:45 196 173 369 15:00 16:00 684 697 1381 4:00 16 34 50 16:00 167 172 339 16:00 17:00 777 779 1556 4:15 11 35 46 16:15 202 191 393 17:00 18:00 748 795 1543 4:30 12 37 49 16:30 205 201 406 18:00 19:00 569 439 1008 4:45 28 59 87 16:45 203 215 418 19:00 20:00 441 365 806 5:00 24 61 85 17:00 188 235 423 20:00 21:00 355 251 606 5:15 23 61 84 17:15 220 215 435 21:00 22:00 278 203 481 5:30 49 55 104 17:30 187 202 389 22:00 23:00 174 146 320 5:45 49 81 130 17:45 153 143 296 23:00 00:00 108 79 187 6:00 48 73 121 18:00 148 126 274
6:15 59 68 127 18:15 159 98 257 NB SB EB WB TOTAL
6:30 68 66 134 18:30 133 110 243 00:00 to 12:00
6:45 84 75 159 18:45 129 105 234 2933 3387 6320
7:00 67 103 170 19:00 120 100 220 7:45 7:45 7:45
7:15 77 132 209 19:15 115 84 199 553 571 1124
7:30 121 135 256 19:30 112 99 211 0.940 0.952 0.989
7:45 144 137 281 19:45 94 82 176
8:00 127 150 277 20:00 94 84 178 12:00 to 00:00
8:15 147 135 282 20:15 103 67 170 5809 5330 11139
8:30 135 149 284 20:30 91 45 136 16:30 16:45 16:30
8:45 144 120 264 20:45 67 55 122 816 867 1682
9:00 88 111 199 21:00 78 66 144 0.927 0.922 0.967
9:15 113 96 209 21:15 69 53 122
9:30 94 110 204 21:30 67 51 118 07:00 to 09:00
9:45 83 100 183 21:45 64 33 97 962 1061 2023
10:00 115 106 221 22:00 54 40 94 7:45 7:45 7:45
10:15 96 103 199 22:15 38 45 83 553 571 1124
10:30 112 124 236 22:30 45 32 77 0.940 0.952 0.989
10:45 121 122 243 22:45 37 29 66
11:00 102 110 212 23:00 44 27 71 16:00 to 18:00
11:15 118 140 258 23:15 21 16 37 1525 1574 3099
11:30 118 138 256 23:30 20 21 41 16:30 16:45 16:30
11:45 118 130 248 23:45 23 15 38 816 867 1682
TOTALS 0 0 2933 3387 6320 TOTALS 0 0 5809 5330 11139 0.927 0.922 0.967 SPLIT % 0% 0% 46% 54% 36% SPLIT % 0% 0% 52% 48% 64%
Volume
Prepared by National Data & Surveying Services VOLUME
Orangeburg Ave Bet Briggsmore Ave & Martin Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800
900 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 161 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 134 100%
133 99%
2 133 99%
3 131 98%
4 128 96%
3 124 93%
7 121 90%
4 114 85%
6 110 82%
7 104 78%
11 97 72%
6 86 64%
11 80 60%
14 69 51%
14 55 41%
9 41 31%
9 32 24%
8 23 17%
6 15 11%
4 9 7%
1 5 4%
4 3%
1 4 3%
2 3 2%
1 1%
1 1 1%
134 85% SPEED: 45
34 - 43
71 40
10,196
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Orangeburg Ave DIRECTION: EB/WB
53 LIMITS: Orangeburg Ave Bet Martin Ave & McHenry Ave
LOCATION: Orangeburg Ave Bet Martin Ave & McHenry Ave DATE: 09/18/2024 TIME: BEGIN: 11:30 END: 12:30 WEATHER: Clear / Dry RECORDER: MPH #3..
- 162 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 31
32 33 1
34 2
35 3
36 3
37 4
38 6
39 7
40 3
41 2
42 5
43 4
44 5
45 3
46 4
47 2
48 1
49 2
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 59 29 - 50 40 mph 46 mph 37 - 46 43 73% 16% / 10 11% / 6
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Eastbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 163 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29 1
30 1
31 32 1
33 3
34 4
35 5
36 6
37 5
38 8
39 7
40 8
41 4
42 6
43 3
44 1
45 1
46 3
47 1
48 3
49 1
50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 75 27 - 52 39 mph 44 mph 33 - 42 56 75% 5% / 4 20% / 15
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Westbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 164 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29 2
30 1
31 32 1
33 4
34 6
35 8
36 9
37 9
38 14
39 14
40 11
41 6
42 11
43 7
44 6
45 4
46 7
47 3
48 4
49 3
50 2
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 134 27 - 52 39 mph 45 mph 34 - 43 95 71% 6% / 9 23% / 30
SPEED PARAMETERS
Orangeburg Ave Bet Martin Ave & McHenry Ave
City of Modesto
Eastbound & Westbound Spot Speeds
11:30-12:30
9/18/2024
Project #: 24-090118-011
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 165 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_011
NB SB EB WB Total
0 0 8,683 7,941 16,624
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 17 17 34 12:00 123 143 266 00:00 01:00 59 37 96
0:15 16 10 26 12:15 122 123 245 01:00 02:00 34 32 66
0:30 10 7 17 12:30 139 128 267 02:00 03:00 26 38 64
0:45 16 3 19 12:45 166 127 293 03:00 04:00 33 61 94
1:00 6 7 13 13:00 123 111 234 04:00 05:00 64 116 180
1:15 8 6 14 13:15 102 118 220 05:00 06:00 162 168 330
1:30 11 8 19 13:30 151 133 284 06:00 07:00 326 232 558
1:45 9 11 20 13:45 131 156 287 07:00 08:00 535 501 1036 2:00 3 8 11 14:00 128 141 269 08:00 09:00 711 529 1240
2:15 8 8 16 14:15 148 136 284 09:00 10:00 439 391 830
2:30 7 11 18 14:30 149 143 292 10:00 11:00 503 439 942
2:45 8 11 19 14:45 140 165 305 11:00 12:00 497 495 992
3:00 7 14 21 15:00 166 172 338 12:00 13:00 550 521 1071 3:15 11 14 25 15:15 170 137 307 13:00 14:00 507 518 1025 3:30 9 12 21 15:30 116 160 276 14:00 15:00 565 585 1150 3:45 6 21 27 15:45 168 161 329 15:00 16:00 620 630 1250 4:00 11 25 36 16:00 166 147 313 16:00 17:00 701 616 1317 4:15 13 20 33 16:15 154 127 281 17:00 18:00 704 643 1347 4:30 12 20 32 16:30 208 172 380 18:00 19:00 517 426 943 4:45 28 51 79 16:45 173 170 343 19:00 20:00 389 369 758 5:00 24 32 56 17:00 168 201 369 20:00 21:00 296 224 520 5:15 32 27 59 17:15 181 156 337 21:00 22:00 215 175 390 5:30 53 58 111 17:30 196 147 343 22:00 23:00 155 113 268 5:45 53 51 104 17:45 159 139 298 23:00 00:00 75 82 157
6:00 59 48 107 18:00 148 125 273
6:15 62 56 118 18:15 132 115 247 NB SB EB WB TOTAL
6:30 89 67 156 18:30 125 80 205 00:00 to 12:00
6:45 116 61 177 18:45 112 106 218 3389 3039 6428
7:00 79 82 161 19:00 118 107 225 7:45 7:30 7:30
7:15 97 109 206 19:15 96 86 182 738 583 1308
7:30 155 156 311 19:30 86 103 189 0.904 0.900 0.913
7:45 204 154 358 19:45 89 73 162
8:00 183 162 345 20:00 87 66 153 12:00 to 00:00
8:15 183 111 294 20:15 83 69 152 5294 4902 10196
8:30 168 129 297 20:30 67 51 118 16:30 16:30 16:30
8:45 177 127 304 20:45 59 38 97 730 699 1429
9:00 102 93 195 21:00 59 60 119 0.877 0.869 0.940
9:15 119 100 219 21:15 49 49 98
9:30 112 96 208 21:30 57 32 89 07:00 to 09:00
9:45 106 102 208 21:45 50 34 84 1246 1030 2276
10:00 125 93 218 22:00 52 35 87 7:45 7:30 7:30
10:15 107 110 217 22:15 36 42 78 738 583 1308
10:30 120 123 243 22:30 38 24 62 0.904 0.900 0.913
10:45 151 113 264 22:45 29 12 41
11:00 130 112 242 23:00 33 24 57 16:00 to 18:00
11:15 127 125 252 23:15 9 26 35 1405 1259 2664
11:30 129 123 252 23:30 16 15 31 16:30 16:30 16:30
11:45 111 135 246 23:45 17 17 34 730 699 1429
TOTALS 0 0 3389 3039 6428 TOTALS 0 0 5294 4902 10196 0.877 0.869 0.940 SPLIT % 0% 0% 53% 47% 39% SPLIT % 0% 0% 52% 48% 61%
Volume
Prepared by National Data & Surveying Services VOLUME
Orangeburg Ave Bet Martin Ave & McHenry Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 166 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
4 103 100%
5 99 96%
10 94 91%
6 84 82%
15 78 76%
9 63 61%
5 54 52%
9 49 48%
9 40 39%
13 31 30%
11 18 17%
4 7 7%
3 3%
1 3 3%
2 2 2%
103 85% SPEED: 52
44 - 53
89 45
18,422
45 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Pelandale Ave DIRECTION: EB/WB
53 LIMITS: Pelandale Ave Bet Sisk Rd & Dale Rd
LOCATION: Pelandale Ave Bet Sisk Rd & Dale Rd DATE: 09/18/2024 TIME: BEGIN: 13:10 END: 14:10 WEATHER: Clear / Dry RECORDER: MPH #3..
- 167 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 3
44 6
45 5
46 2
47 7
48 49 7
50 10
51 4
52 5
53 2
54 2
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 43 - 54 49 mph 52 mph 43 - 52 49 92% 0% / 0 8% / 4
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Eastbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 168 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 2
41 1
42 43 1
44 5
45 8
46 7
47 2
48 5
49 2
50 5
51 2
52 5
53 3
54 2
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 54 47 mph 52 mph 44 - 53 44 88% 8% / 4 4% / 2
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Westbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 169 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 2
41 1
42 43 4
44 11
45 13
46 9
47 9
48 5
49 9
50 15
51 6
52 10
53 5
54 4
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 40 - 54 48 mph 52 mph 44 - 53 92 89% 6% / 7 4% / 4
SPEED PARAMETERS
Pelandale Ave Bet Sisk Rd & Dale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:10-14:10
9/18/2024
Project #: 24-090118-012
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 170 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_012
NB SB EB WB Total
0 0 13,629 14,384 28,013
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 25 14 39 12:00 243 243 486 00:00 01:00 105 56 161
0:15 34 17 51 12:15 241 254 495 01:00 02:00 83 37 120
0:30 25 11 36 12:30 214 259 473 02:00 03:00 24 44 68
0:45 21 14 35 12:45 245 256 501 03:00 04:00 49 113 162
1:00 27 8 35 13:00 270 252 522 04:00 05:00 61 143 204
1:15 20 8 28 13:15 229 233 462 05:00 06:00 150 218 368
1:30 13 12 25 13:30 218 248 466 06:00 07:00 264 391 655 1:45 23 9 32 13:45 251 254 505 07:00 08:00 554 791 1345 2:00 8 10 18 14:00 255 250 505 08:00 09:00 704 841 1545 2:15 6 7 13 14:15 247 223 470 09:00 10:00 613 833 1446
2:30 6 13 19 14:30 282 300 582 10:00 11:00 790 910 1700 2:45 4 14 18 14:45 256 286 542 11:00 12:00 829 988 1817 3:00 13 25 38 15:00 261 243 504 12:00 13:00 943 1012 1955 3:15 13 21 34 15:15 269 280 549 13:00 14:00 968 987 1955 3:30 11 27 38 15:30 222 309 531 14:00 15:00 1040 1059 2099 3:45 12 40 52 15:45 260 276 536 15:00 16:00 1012 1108 2120 4:00 14 21 35 16:00 269 266 535 16:00 17:00 1048 1097 2145 4:15 13 34 47 16:15 256 262 518 17:00 18:00 1012 1137 2149 4:30 12 37 49 16:30 308 271 579 18:00 19:00 942 851 1793 4:45 22 51 73 16:45 215 298 513 19:00 20:00 786 678 1464 5:00 21 46 67 17:00 276 322 598 20:00 21:00 700 517 1217 5:15 33 52 85 17:15 273 290 563 21:00 22:00 461 301 762 5:30 40 58 98 17:30 226 281 507 22:00 23:00 298 162 460 5:45 56 62 118 17:45 237 244 481 23:00 00:00 193 110 303 6:00 51 75 126 18:00 247 212 459
6:15 47 85 132 18:15 244 203 447 NB SB EB WB TOTAL
6:30 71 101 172 18:30 226 246 472 00:00 to 12:00
6:45 95 130 225 18:45 225 190 415 4226 5365 9591
7:00 83 150 233 19:00 176 179 355 11:00 10:45 11:00
7:15 100 185 285 19:15 219 170 389 829 996 1817
7:30 163 220 383 19:30 201 174 375 0.925 0.973 0.958
7:45 208 236 444 19:45 190 155 345
8:00 219 215 434 20:00 184 144 328 12:00 to 00:00
8:15 186 228 414 20:15 193 150 343 9403 9019 18422
8:30 154 209 363 20:30 181 118 299 15:45 16:45 16:30
8:45 145 189 334 20:45 142 105 247 1093 1191 2253
9:00 148 190 338 21:00 131 90 221 0.887 0.925 0.942
9:15 155 190 345 21:15 122 89 211
9:30 156 217 373 21:30 122 67 189 07:00 to 09:00
9:45 154 236 390 21:45 86 55 141 1258 1632 2890
10:00 197 208 405 22:00 86 44 130 7:30 7:30 7:30
10:15 175 220 395 22:15 76 58 134 776 899 1675
10:30 203 228 431 22:30 78 24 102 0.886 0.952 0.943
10:45 215 254 469 22:45 58 36 94
11:00 188 245 433 23:00 55 26 81 16:00 to 18:00
11:15 199 241 440 23:15 55 38 93 2060 2234 4294
11:30 218 256 474 23:30 38 27 65 16:30 16:45 16:30
11:45 224 246 470 23:45 45 19 64 1072 1191 2253
TOTALS 0 0 4226 5365 9591 TOTALS 0 0 9403 9019 18422 0.870 0.925 0.942 SPLIT % 0% 0% 44% 56% 34% SPLIT % 0% 0% 51% 49% 66%
Volume
Prepared by National Data & Surveying Services VOLUME
Pelandale Ave Bet Sisk Rd & Dale Rd
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 171 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 103 100%
5 102 99%
6 97 94%
12 91 88%
20 79 77%
10 59 57%
12 49 48%
14 37 36%
6 23 22%
9 17 17%
5 8 8%
2 3 3%
1 1 1%
103 85% SPEED: 42
35 - 44
96 35
10,632
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Prescott Road DIRECTION: NB/SB
53 LIMITS: Prescott Rd Bet Standiford Ave & Rumble Rd
LOCATION: Prescott Rd Bet Standiford Ave & Rumble Rd DATE: 09/17/2024 TIME: BEGIN: 14:45 END: 16:00 WEATHER: Clear / Dry RECORDER: MPH #3..
- 172 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 4
37 4
38 2
39 5
40 7
41 10
42 10
43 3
44 3
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 35 - 45 41 mph 42 mph 35 - 44 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Northbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 173 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 2
35 4
36 5
37 2
38 12
39 7
40 3
41 10
42 2
43 3
44 2
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 33 - 44 39 mph 41 mph 34 - 43 50 94% 1% / 1 4% / 2
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Southbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 174 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 2
35 5
36 9
37 6
38 14
39 12
40 10
41 20
42 12
43 6
44 5
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 33 - 45 40 mph 42 mph 35 - 44 99 96% 2% / 3 1% / 1
SPEED PARAMETERS
Prescott Rd Bet Standiford Ave & Rumble Rd
City of Modesto
Northbound & Southbound Spot Speeds
14:45-16:00
9/17/2024
Project #: 24-090118-013
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 175 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_013
NB SB EB WB Total
8,158 8,239 0 0 16,397
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 15 13 28 12:00 145 141 286 00:00 01:00 47 41 88
0:15 8 10 18 12:15 128 126 254 01:00 02:00 31 44 75
0:30 8 11 19 12:30 148 132 280 02:00 03:00 18 26 44
0:45 16 7 23 12:45 129 160 289 03:00 04:00 38 43 81
1:00 5 20 25 13:00 123 173 296 04:00 05:00 56 66 122
1:15 11 8 19 13:15 165 179 344 05:00 06:00 116 102 218
1:30 8 10 18 13:30 243 161 404 06:00 07:00 212 171 383
1:45 7 6 13 13:45 127 137 264 07:00 08:00 471 495 966
2:00 6 7 13 14:00 132 142 274 08:00 09:00 522 590 1112
2:15 3 4 7 14:15 135 142 277 09:00 10:00 387 402 789
2:30 5 4 9 14:30 133 154 287 10:00 11:00 454 480 934
2:45 4 11 15 14:45 155 175 330 11:00 12:00 464 489 953
3:00 7 9 16 15:00 152 135 287 12:00 13:00 550 559 1109
3:15 8 6 14 15:15 140 148 288 13:00 14:00 658 650 1308
3:30 13 13 26 15:30 135 141 276 14:00 15:00 555 613 1168 3:45 10 15 25 15:45 145 140 285 15:00 16:00 572 564 1136 4:00 9 12 21 16:00 148 144 292 16:00 17:00 573 603 1176 4:15 16 16 32 16:15 123 141 264 17:00 18:00 638 606 1244 4:30 17 14 31 16:30 146 179 325 18:00 19:00 531 522 1053 4:45 14 24 38 16:45 156 139 295 19:00 20:00 419 399 818 5:00 19 13 32 17:00 166 153 319 20:00 21:00 357 333 690 5:15 28 18 46 17:15 170 176 346 21:00 22:00 240 227 467 5:30 29 28 57 17:30 159 134 293 22:00 23:00 171 125 296 5:45 40 43 83 17:45 143 143 286 23:00 00:00 78 89 167
6:00 33 30 63 18:00 121 144 265
6:15 49 34 83 18:15 134 134 268 NB SB EB WB TOTAL
6:30 58 45 103 18:30 156 111 267 00:00 to 12:00
6:45 72 62 134 18:45 120 133 253 2816 2949 5765
7:00 85 59 144 19:00 125 111 236 7:30 7:30 7:30
7:15 87 99 186 19:15 98 92 190 598 715 1313
7:30 121 123 244 19:30 90 100 190 0.840 0.835 0.837
7:45 178 214 392 19:45 106 96 202
8:00 167 198 365 20:00 94 89 183 12:00 to 00:00
8:15 132 180 312 20:15 101 74 175 5342 5290 10632
8:30 109 120 229 20:30 81 82 163 13:15 12:45 12:45
8:45 114 92 206 20:45 81 88 169 667 673 1333
9:00 100 110 210 21:00 62 71 133 0.686 0.940 0.825
9:15 86 96 182 21:15 71 69 140
9:30 95 105 200 21:30 59 39 98 07:00 to 09:00
9:45 106 91 197 21:45 48 48 96 993 1085 2078
10:00 131 120 251 22:00 46 33 79 7:30 7:30 7:30
10:15 107 127 234 22:15 42 24 66 598 715 1313
10:30 108 119 227 22:30 55 31 86 0.840 0.835 0.837
10:45 108 114 222 22:45 28 37 65
11:00 110 115 225 23:00 27 26 53 16:00 to 18:00
11:15 105 117 222 23:15 23 20 43 1211 1209 2420
11:30 127 119 246 23:30 17 20 37 16:45 16:30 16:30
11:45 122 138 260 23:45 11 23 34 651 647 1285
TOTALS 2816 2949 0 0 5765 TOTALS 5342 5290 0 0 10632 0.957 0.904 0.928 SPLIT % 49% 51% 0% 0% 35% SPLIT % 50% 50% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services VOLUME
Prescott Rd Bet Standiford Ave & Rumble Rd
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 176 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 100 100%
99 99%
3 99 99%
6 96 96%
10 90 90%
6 80 80%
10 74 74%
4 64 64%
10 60 60%
5 50 50%
12 45 45%
7 33 33%
13 26 26%
7 13 13%
6 6 6%
100 85% SPEED: 41
32 - 41
84 35
11,476
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Prescott Road DIRECTION: NB/SB
53 LIMITS: Prescott Rd Bet Rumble Rd & Briggsmore Ave
LOCATION: Prescott Rd Bet Rumble Rd & Briggsmore Ave DATE: 09/18/2024 TIME: BEGIN: 11:50 END: 12:55 WEATHER: Clear / Dry RECORDER: MPH #3..
- 177 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 2
32 4
33 7
34 7
35 4
36 3
37 8
38 1
39 3
40 3
41 6
42 2
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 31 - 42 36 mph 41 mph 32 - 41 46 92% 4% / 2 4% / 2
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Northbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 178 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 4
32 3
33 6
34 35 8
36 2
37 2
38 3
39 7
40 3
41 4
42 4
43 3
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 31 - 45 37 mph 42 mph 33 - 42 39 78% 14% / 7 8% / 4
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Southbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 179 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 6
32 7
33 13
34 7
35 12
36 5
37 10
38 4
39 10
40 6
41 10
42 6
43 3
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 31 - 45 36 mph 41 mph 32 - 41 84 84% 6% / 6 10% / 10
SPEED PARAMETERS
Prescott Rd Bet Rumble Rd & Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
11:50-12:55
9/18/2024
Project #: 24-090118-014
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 180 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_014
NB SB EB WB Total
8,759 9,019 0 0 17,778
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 19 11 30 12:00 142 156 298 00:00 01:00 52 39 91
0:15 11 10 21 12:15 159 131 290 01:00 02:00 38 45 83
0:30 6 10 16 12:30 149 127 276 02:00 03:00 21 32 53
0:45 16 8 24 12:45 148 145 293 03:00 04:00 40 64 104
1:00 8 16 24 13:00 168 143 311 04:00 05:00 54 95 149
1:15 11 10 21 13:15 194 165 359 05:00 06:00 108 148 256 1:30 13 14 27 13:30 162 210 372 06:00 07:00 212 216 428 1:45 6 5 11 13:45 144 154 298 07:00 08:00 522 515 1037
2:00 7 9 16 14:00 144 145 289 08:00 09:00 508 696 1204
2:15 7 7 14 14:15 162 159 321 09:00 10:00 395 453 848
2:30 3 5 8 14:30 152 167 319 10:00 11:00 486 528 1014
2:45 4 11 15 14:45 145 173 318 11:00 12:00 515 520 1035 3:00 5 18 23 15:00 145 159 304 12:00 13:00 598 559 1157 3:15 11 9 20 15:15 154 162 316 13:00 14:00 668 672 1340 3:30 10 21 31 15:30 170 154 324 14:00 15:00 603 644 1247 3:45 14 16 30 15:45 146 152 298 15:00 16:00 615 627 1242 4:00 10 17 27 16:00 153 180 333 16:00 17:00 637 682 1319 4:15 15 23 38 16:15 144 146 290 17:00 18:00 669 640 1309 4:30 12 20 32 16:30 167 206 373 18:00 19:00 583 544 1127 4:45 17 35 52 16:45 173 150 323 19:00 20:00 459 464 923 5:00 21 21 42 17:00 165 172 337 20:00 21:00 399 358 757 5:15 21 35 56 17:15 190 174 364 21:00 22:00 267 231 498 5:30 30 37 67 17:30 182 149 331 22:00 23:00 209 150 359 5:45 36 55 91 17:45 132 145 277 23:00 00:00 101 97 198
6:00 31 40 71 18:00 137 161 298
6:15 55 38 93 18:15 161 118 279 NB SB EB WB TOTAL
6:30 58 55 113 18:30 148 126 274 00:00 to 12:00
6:45 68 83 151 18:45 137 139 276 2951 3351 6302
7:00 91 67 158 19:00 136 134 270 7:30 7:30 7:30
7:15 105 106 211 19:15 107 110 217 591 794 1385
7:30 143 157 300 19:30 107 109 216 0.807 0.791 0.941
7:45 183 185 368 19:45 109 111 220
8:00 148 201 349 20:00 106 101 207 12:00 to 00:00
8:15 117 251 368 20:15 109 80 189 5808 5668 11476
8:30 116 142 258 20:30 92 99 191 16:45 16:30 16:30
8:45 127 102 229 20:45 92 78 170 710 702 1397
9:00 103 114 217 21:00 74 71 145 0.934 0.852 0.936
9:15 80 113 193 21:15 71 70 141
9:30 99 111 210 21:30 67 45 112 07:00 to 09:00
9:45 113 115 228 21:45 55 45 100 1030 1211 2241
10:00 131 139 270 22:00 71 41 112 7:30 7:30 7:30
10:15 118 124 242 22:15 50 33 83 591 794 1385
10:30 113 134 247 22:30 57 40 97 0.807 0.791 0.941
10:45 124 131 255 22:45 31 36 67
11:00 120 117 237 23:00 39 29 68 16:00 to 18:00
11:15 125 145 270 23:15 24 24 48 1306 1322 2628
11:30 121 120 241 23:30 23 20 43 16:45 16:30 16:30
11:45 149 138 287 23:45 15 24 39 710 702 1397
TOTALS 2951 3351 0 0 6302 TOTALS 5808 5668 0 0 11476 0.934 0.852 0.936 SPLIT % 47% 53% 0% 0% 35% SPLIT % 51% 49% 0% 0% 65%
Volume
Prepared by National Data & Surveying Services VOLUME
Prescott Rd Bet Rumble Rd & Briggsmore Ave
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 181 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 151 100%
2 150 99%
1 148 98%
4 147 97%
6 143 95%
9 137 91%
9 128 85%
12 119 79%
14 107 71%
14 93 62%
17 79 52%
15 62 41%
16 47 31%
10 31 21%
9 21 14%
4 12 8%
2 8 5%
2 6 4%
2 4 3%
1 2 1%
1 1 1%
151 85% SPEED: 48
39 - 48
83 40
17,859
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Scenic Drive DIRECTION: EB/WB
53 LIMITS: Scenic Dr Bet Coffee Rd & Oakdale Rd
LOCATION: Scenic Dr Bet Coffee Rd & Oakdale Rd DATE: 09/18/2024 TIME: BEGIN: 10:10 END: 11:10 WEATHER: Clear / Dry RECORDER: MPH #3..
- 182 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 2
36 1
37 1
38 3
39 4
40 3
41 9
42 10
43 11
44 6
45 7
46 6
47 4
48 3
49 3
50 2
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 77 33 - 52 43 mph 47 mph 38 - 47 63 82% 6% / 5 12% / 9
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 183 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 1
37 1
38 1
39 5
40 7
41 7
42 5
43 6
44 8
45 7
46 6
47 5
48 6
49 3
50 2
51 1
52 1
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 74 34 - 53 44 mph 48 mph 39 - 48 62 84% 5% / 4 11% / 8
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 184 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 1
35 2
36 2
37 2
38 4
39 9
40 10
41 16
42 15
43 17
44 14
45 14
46 12
47 9
48 9
49 6
50 4
51 1
52 2
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 151 33 - 53 43 mph 48 mph 39 - 48 125 83% 7% / 12 10% / 14
SPEED PARAMETERS
Scenic Dr Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:10-11:10
9/18/2024
Project #: 24-090118-015
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 185 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_015
NB SB EB WB Total
0 0 14,350 15,664 30,014
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 25 39 12:00 231 196 427 00:00 01:00 76 64 140
0:15 29 11 40 12:15 213 216 429 01:00 02:00 53 51 104
0:30 15 9 24 12:30 222 243 465 02:00 03:00 42 53 95
0:45 18 19 37 12:45 223 260 483 03:00 04:00 51 166 217
1:00 19 11 30 13:00 189 194 383 04:00 05:00 89 259 348
1:15 12 11 23 13:15 218 241 459 05:00 06:00 236 437 673 1:30 15 14 29 13:30 209 236 445 06:00 07:00 290 805 1095 1:45 7 15 22 13:45 267 241 508 07:00 08:00 619 1623 2242 2:00 16 10 26 14:00 243 242 485 08:00 09:00 742 1564 2306 2:15 4 8 12 14:15 286 228 514 09:00 10:00 659 1071 1730 2:30 10 14 24 14:30 277 237 514 10:00 11:00 698 899 1597 2:45 12 21 33 14:45 313 289 602 11:00 12:00 822 786 1608 3:00 11 35 46 15:00 331 302 633 12:00 13:00 889 915 1804 3:15 8 20 28 15:15 293 312 605 13:00 14:00 883 912 1795 3:30 15 62 77 15:30 360 264 624 14:00 15:00 1119 996 2115 3:45 17 49 66 15:45 369 259 628 15:00 16:00 1353 1137 2490 4:00 18 58 76 16:00 347 254 601 16:00 17:00 1470 1046 2516 4:15 18 54 72 16:15 353 268 621 17:00 18:00 1486 860 2346 4:30 21 69 90 16:30 374 260 634 18:00 19:00 942 631 1573 4:45 32 78 110 16:45 396 264 660 19:00 20:00 685 508 1193 5:00 39 63 102 17:00 415 221 636 20:00 21:00 454 356 810 5:15 50 118 168 17:15 402 267 669 21:00 22:00 332 247 579 5:30 70 111 181 17:30 369 177 546 22:00 23:00 235 179 414 5:45 77 145 222 17:45 300 195 495 23:00 00:00 125 99 224 6:00 64 174 238 18:00 291 160 451
6:15 45 151 196 18:15 204 167 371 NB SB EB WB TOTAL
6:30 80 207 287 18:30 224 147 371 00:00 to 12:00
6:45 101 273 374 18:45 223 157 380 4377 7778 12155
7:00 113 329 442 19:00 187 136 323 11:00 7:30 7:30
7:15 148 378 526 19:15 175 128 303 822 1765 2546
7:30 162 463 625 19:30 174 138 312 0.951 0.953 0.975
7:45 196 453 649 19:45 149 106 255
8:00 199 420 619 20:00 138 82 220 12:00 to 00:00
8:15 224 429 653 20:15 106 101 207 9973 7886 17859
8:30 175 369 544 20:30 109 100 209 16:30 14:45 16:30
8:45 144 346 490 20:45 101 73 174 1587 1167 2599
9:00 162 304 466 21:00 100 79 179 0.956 0.935 0.971
9:15 162 265 427 21:15 69 61 130
9:30 168 231 399 21:30 80 59 139 07:00 to 09:00
9:45 167 271 438 21:45 83 48 131 1361 3187 4548
10:00 181 204 385 22:00 72 49 121 7:45 7:30 7:30
10:15 172 227 399 22:15 50 41 91 794 1765 2546
10:30 145 227 372 22:30 59 50 109 0.886 0.953 0.975
10:45 200 241 441 22:45 54 39 93
11:00 195 177 372 23:00 38 40 78 16:00 to 18:00
11:15 216 192 408 23:15 31 24 55 2956 1906 4862
11:30 196 210 406 23:30 29 18 47 16:30 16:00 16:30
11:45 215 207 422 23:45 27 17 44 1587 1046 2599
TOTALS 0 0 4377 7778 12155 TOTALS 0 0 9973 7886 17859 0.956 0.976 0.971 SPLIT % 0% 0% 36% 64% 40% SPLIT % 0% 0% 56% 44% 60%
Volume
Prepared by National Data & Surveying Services VOLUME
Scenic Dr Bet Coffee Rd & Oakdale Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400
1600
1800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 186 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 104 100%
1 103 99%
1 102 98%
3 101 97%
4 98 94%
5 94 90%
5 89 86%
9 84 81%
11 75 72%
8 64 62%
12 56 54%
9 44 42%
12 35 34%
12 23 22%
5 11 11%
4 6 6%
1 2 2%
1 1 1%
104 85% SPEED: 46
38 - 47
85 40
7,194
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Scenic Drive DIRECTION: EB/WB
53 LIMITS: Scenic Dr Bet Lakewood Ave & Lillian Dr
LOCATION: Scenic Dr Bet Lakewood Ave & Lillian Dr DATE: 09/18/2024 TIME: BEGIN: 12:00 END: 13:03 WEATHER: Clear / Dry RECORDER: MPH #3..
- 187 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 1
38 2
39 5
40 8
41 4
42 4
43 5
44 7
45 6
46 4
47 2
48 1
49 2
50 1
51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 54 37 - 52 43 mph 46 mph 38 - 47 47 87% 1% / 1 12% / 6
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Eastbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 188 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 1
37 3
38 3
39 7
40 4
41 5
42 8
43 3
44 4
45 3
46 1
47 3
48 3
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 35 - 49 42 mph 46 mph 36 - 45 41 82% 2% / 1 16% / 8
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Westbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 189 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 1
37 4
38 5
39 12
40 12
41 9
42 12
43 8
44 11
45 9
46 5
47 5
48 4
49 3
50 1
51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 35 - 52 42 mph 46 mph 38 - 47 88 85% 5% / 6 10% / 10
SPEED PARAMETERS
Scenic Dr Bet Lakewood Ave & Lillian Dr
City of Modesto
Eastbound & Westbound Spot Speeds
12:00-13:03
9/18/2024
Project #: 24-090118-016
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 190 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_016
NB SB EB WB Total
0 0 5,892 6,428 12,320
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 7 12 19 12:00 99 82 181 00:00 01:00 25 34 59
0:15 7 5 12 12:15 81 86 167 01:00 02:00 18 13 31
0:30 6 8 14 12:30 76 75 151 02:00 03:00 21 26 47
0:45 5 9 14 12:45 82 91 173 03:00 04:00 23 62 85
1:00 3 2 5 13:00 86 90 176 04:00 05:00 42 84 126
1:15 7 3 10 13:15 75 68 143 05:00 06:00 130 184 314
1:30 5 5 10 13:30 110 98 208 06:00 07:00 154 313 467
1:45 3 3 6 13:45 95 77 172 07:00 08:00 335 771 1106
2:00 8 8 16 14:00 95 96 191 08:00 09:00 355 695 1050
2:15 3 2 5 14:15 96 91 187 09:00 10:00 253 389 642
2:30 5 6 11 14:30 88 92 180 10:00 11:00 265 323 588
2:45 5 10 15 14:45 119 116 235 11:00 12:00 313 298 611
3:00 4 11 15 15:00 114 89 203 12:00 13:00 338 334 672
3:15 4 12 16 15:15 133 132 265 13:00 14:00 366 333 699
3:30 8 16 24 15:30 148 159 307 14:00 15:00 398 395 793
3:45 7 23 30 15:45 149 135 284 15:00 16:00 544 515 1059 4:00 6 11 17 16:00 147 122 269 16:00 17:00 587 455 1042 4:15 6 17 23 16:15 140 100 240 17:00 18:00 599 370 969
4:30 16 26 42 16:30 161 126 287 18:00 19:00 367 295 662 4:45 14 30 44 16:45 139 107 246 19:00 20:00 276 188 464 5:00 22 22 44 17:00 151 104 255 20:00 21:00 188 163 351 5:15 25 42 67 17:15 178 76 254 21:00 22:00 146 89 235
5:30 43 56 99 17:30 137 99 236 22:00 23:00 97 58 155
5:45 40 64 104 17:45 133 91 224 23:00 00:00 52 41 93
6:00 28 48 76 18:00 94 74 168
6:15 36 57 93 18:15 89 79 168 NB SB EB WB TOTAL
6:30 48 100 148 18:30 98 68 166 00:00 to 12:00
6:45 42 108 150 18:45 86 74 160 1934 3192 5126
7:00 55 115 170 19:00 74 55 129 7:30 7:30 7:30
7:15 75 160 235 19:15 68 49 117 422 910 1332
7:30 91 274 365 19:30 69 45 114 0.917 0.830 0.912
7:45 114 222 336 19:45 65 39 104
8:00 115 201 316 20:00 54 52 106 12:00 to 00:00
8:15 102 213 315 20:15 48 39 87 3958 3236 7194
8:30 77 170 247 20:30 55 46 101 16:30 15:15 15:15
8:45 61 111 172 20:45 31 26 57 629 548 1125
9:00 61 112 173 21:00 39 29 68 0.883 0.862 0.916
9:15 64 100 164 21:15 31 16 47
9:30 70 78 148 21:30 36 15 51 07:00 to 09:00
9:45 58 99 157 21:45 40 29 69 690 1466 2156
10:00 75 62 137 22:00 24 14 38 7:30 7:30 7:30
10:15 57 82 139 22:15 25 10 35 422 910 1332
10:30 63 100 163 22:30 24 17 41 0.917 0.830 0.912
10:45 70 79 149 22:45 24 17 41
11:00 72 75 147 23:00 20 16 36 16:00 to 18:00
11:15 82 81 163 23:15 13 8 21 1186 825 2011
11:30 79 72 151 23:30 12 8 20 16:30 16:00 16:00
11:45 80 70 150 23:45 7 9 16 629 455 1042
TOTALS 0 0 1934 3192 5126 TOTALS 0 0 3958 3236 7194 0.883 0.903 0.908 SPLIT % 0% 0% 38% 62% 42% SPLIT % 0% 0% 55% 45% 58%
Volume
Prepared by National Data & Surveying Services VOLUME
Scenic Dr Bet Lakewood Ave & Lillian Dr
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800
900 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 191 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 102 100%
11 100 98%
8 89 87%
11 81 79%
15 70 69%
13 55 54%
8 42 41%
10 34 33%
9 24 24%
6 15 15%
7 9 9%
2 2 2%
102 85% SPEED: 46
38 - 47
96 40
6,593
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Scenic Drive DIRECTION: EB/WB
53 LIMITS: Scenic Dr Bet Lillian Dr & Claus Rd
LOCATION: Scenic Dr Bet Lillian Dr & Claus Rd DATE: 09/18/2024 TIME: BEGIN: 14:30 END: 15:45 WEATHER: Clear / Dry RECORDER: MPH #3..
- 192 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 2
39 3
40 5
41 3
42 5
43 3
44 8
45 8
46 3
47 8
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 38 - 48 44 mph 47 mph 38 - 47 48 96% 0% / 0 4% / 2
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Eastbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 193 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 5
39 3
40 4
41 7
42 3
43 10
44 7
45 3
46 5
47 3
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 52 37 - 47 43 mph 46 mph 38 - 47 50 96% 3% / 2 0% / 0
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Westbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 194 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 7
39 6
40 9
41 10
42 8
43 13
44 15
45 11
46 8
47 11
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 37 - 48 43 mph 46 mph 38 - 47 98 96% 1% / 2 2% / 2
SPEED PARAMETERS
Scenic Dr Bet Lillian Dr & Claus Rd
City of Modesto
Eastbound & Westbound Spot Speeds
14:30-15:45
9/18/2024
Project #: 24-090118-017
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 195 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_017
NB SB EB WB Total
0 0 5,488 5,774 11,262
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 8 12 20 12:00 95 74 169 00:00 01:00 25 29 54
0:15 8 4 12 12:15 80 73 153 01:00 02:00 17 13 30
0:30 5 4 9 12:30 75 67 142 02:00 03:00 16 22 38
0:45 4 9 13 12:45 71 100 171 03:00 04:00 25 48 73
1:00 3 0 3 13:00 77 80 157 04:00 05:00 45 65 110
1:15 7 5 12 13:15 70 59 129 05:00 06:00 128 141 269
1:30 4 4 8 13:30 97 86 183 06:00 07:00 173 262 435
1:45 3 4 7 13:45 79 66 145 07:00 08:00 371 668 1039
2:00 6 7 13 14:00 99 89 188 08:00 09:00 364 627 991
2:15 5 3 8 14:15 84 83 167 09:00 10:00 223 331 554
2:30 3 5 8 14:30 85 84 169 10:00 11:00 247 275 522
2:45 2 7 9 14:45 105 104 209 11:00 12:00 282 272 554
3:00 4 10 14 15:00 118 84 202 12:00 13:00 321 314 635
3:15 6 8 14 15:15 118 125 243 13:00 14:00 323 291 614
3:30 7 12 19 15:30 125 168 293 14:00 15:00 373 360 733
3:45 8 18 26 15:45 132 129 261 15:00 16:00 493 506 999
4:00 5 8 13 16:00 140 116 256 16:00 17:00 539 417 956
4:15 10 16 26 16:15 122 87 209 17:00 18:00 525 351 876
4:30 12 21 33 16:30 148 111 259 18:00 19:00 316 259 575 4:45 18 20 38 16:45 129 103 232 19:00 20:00 262 183 445 5:00 21 14 35 17:00 125 98 223 20:00 21:00 155 150 305
5:15 24 35 59 17:15 152 78 230 21:00 22:00 123 86 209
5:30 45 44 89 17:30 121 89 210 22:00 23:00 92 60 152
5:45 38 48 86 17:45 127 86 213 23:00 00:00 50 44 94
6:00 29 38 67 18:00 91 72 163
6:15 32 50 82 18:15 69 70 139 NB SB EB WB TOTAL
6:30 56 100 156 18:30 83 59 142 00:00 to 12:00
6:45 56 74 130 18:45 73 58 131 1916 2753 4669
7:00 57 102 159 19:00 72 52 124 7:30 7:30 7:30
7:15 90 144 234 19:15 63 43 106 458 804 1262
7:30 108 226 334 19:30 58 49 107 0.874 0.889 0.945
7:45 116 196 312 19:45 69 39 108
8:00 131 191 322 20:00 42 46 88 12:00 to 00:00
8:15 103 191 294 20:15 38 34 72 3572 3021 6593
8:30 74 143 217 20:30 47 41 88 16:30 15:15 15:15
8:45 56 102 158 20:45 28 29 57 554 538 1053
9:00 56 93 149 21:00 30 26 56 0.911 0.801 0.898
9:15 51 82 133 21:15 31 18 49
9:30 67 71 138 21:30 31 20 51 07:00 to 09:00
9:45 49 85 134 21:45 31 22 53 735 1295 2030
10:00 73 46 119 22:00 30 17 47 7:30 7:30 7:30
10:15 50 75 125 22:15 21 11 32 458 804 1262
10:30 58 88 146 22:30 21 18 39 0.874 0.889 0.945
10:45 66 66 132 22:45 20 14 34
11:00 69 78 147 23:00 21 17 38 16:00 to 18:00
11:15 72 72 144 23:15 11 12 23 1064 768 1832
11:30 68 57 125 23:30 11 7 18 16:30 16:00 16:00
11:45 73 65 138 23:45 7 8 15 554 417 956
TOTALS 0 0 1916 2753 4669 TOTALS 0 0 3572 3021 6593 0.911 0.899 0.923 SPLIT % 0% 0% 41% 59% 41% SPLIT % 0% 0% 54% 46% 59%
Volume
Prepared by National Data & Surveying Services VOLUME
Scenic Dr Bet Lillian Dr & Claus Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 196 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 143 100%
142 99%
2 142 99%
1 140 98%
5 139 97%
6 134 94%
8 128 90%
10 120 84%
12 110 77%
14 98 69%
15 84 59%
16 69 48%
12 53 37%
12 41 29%
9 29 20%
11 20 14%
2 9 6%
2 7 5%
3 5 3%
1 2 1%
1 1 1%
143 85% SPEED: 44
35 - 44
83 40
18,915
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Scenic Drive DIRECTION: EB/WB
53 LIMITS: Scenic Dr Bet Burney St & Coffee Rd
LOCATION: Scenic Dr Bet Burney St & Coffee Rd DATE: 09/18/2024 TIME: BEGIN: 11:20 END: 12:20 WEATHER: Clear / Dry RECORDER: MPH #3..
- 197 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 2
33 34 1
35 5
36 4
37 5
38 4
39 8
40 10
41 7
42 6
43 7
44 4
45 3
46 3
47 48 1
49 50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 72 31 - 50 40 mph 44 mph 35 - 44 60 83% 5% / 4 12% / 8
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Eastbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 198 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 32 1
33 2
34 1
35 6
36 5
37 7
38 8
39 8
40 5
41 7
42 6
43 3
44 4
45 3
46 2
47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 71 30 - 48 39 mph 44 mph 35 - 44 59 83% 7% / 5 10% / 7
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Westbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 199 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 3
33 2
34 2
35 11
36 9
37 12
38 12
39 16
40 15
41 14
42 12
43 10
44 8
45 6
46 5
47 1
48 2
49 50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 143 30 - 50 40 mph 44 mph 35 - 44 119 83% 6% / 9 11% / 15
SPEED PARAMETERS
Scenic Dr Bet Burney St & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
11:20-12:20
9/18/2024
Project #: 24-090118-018
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 200 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_018
NB SB EB WB Total
0 0 14,665 17,493 32,158
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 21 44 12:00 237 247 484 00:00 01:00 80 76 156
0:15 24 20 44 12:15 212 258 470 01:00 02:00 49 53 102
0:30 17 14 31 12:30 227 292 519 02:00 03:00 45 78 123
0:45 16 21 37 12:45 248 269 517 03:00 04:00 55 207 262
1:00 14 16 30 13:00 187 247 434 04:00 05:00 95 313 408
1:15 13 10 23 13:15 222 225 447 05:00 06:00 264 537 801 1:30 15 16 31 13:30 228 262 490 06:00 07:00 440 903 1343 1:45 7 11 18 13:45 252 220 472 07:00 08:00 854 1554 2408 2:00 12 14 26 14:00 243 262 505 08:00 09:00 993 1484 2477 2:15 8 15 23 14:15 259 250 509 09:00 10:00 691 1083 1774 2:30 10 22 32 14:30 302 292 594 10:00 11:00 685 991 1676 2:45 15 27 42 14:45 307 334 641 11:00 12:00 767 946 1713 3:00 11 35 46 15:00 318 320 638 12:00 13:00 924 1066 1990 3:15 12 33 45 15:15 358 314 672 13:00 14:00 889 954 1843 3:30 11 65 76 15:30 317 375 692 14:00 15:00 1111 1138 2249 3:45 21 74 95 15:45 341 328 669 15:00 16:00 1334 1337 2671 4:00 13 69 82 16:00 346 329 675 16:00 17:00 1398 1309 2707 4:15 17 63 80 16:15 345 320 665 17:00 18:00 1439 1123 2562 4:30 29 86 115 16:30 340 344 684 18:00 19:00 895 699 1594 4:45 36 95 131 16:45 367 316 683 19:00 20:00 560 602 1162 5:00 40 79 119 17:00 389 352 741 20:00 21:00 426 396 822 5:15 59 134 193 17:15 413 283 696 21:00 22:00 326 294 620 5:30 79 140 219 17:30 354 243 597 22:00 23:00 215 215 430 5:45 86 184 270 17:45 283 245 528 23:00 00:00 130 135 265 6:00 79 184 263 18:00 255 173 428
6:15 107 183 290 18:15 228 196 424 NB SB EB WB TOTAL
6:30 121 217 338 18:30 214 172 386 00:00 to 12:00
6:45 133 319 452 18:45 198 158 356 5018 8225 13243
7:00 165 325 490 19:00 158 169 327 7:30 7:15 7:30
7:15 208 427 635 19:15 140 156 296 1091 1607 2682
7:30 203 386 589 19:30 127 144 271 0.880 0.941 0.943
7:45 278 416 694 19:45 135 133 268
8:00 310 378 688 20:00 108 99 207 12:00 to 00:00
8:15 300 411 711 20:15 100 117 217 9647 9268 18915
8:30 194 380 574 20:30 111 92 203 16:45 15:30 16:30
8:45 189 315 504 20:45 107 88 195 1523 1352 2804
9:00 154 272 426 21:00 89 73 162 0.922 0.901 0.946
9:15 180 280 460 21:15 77 94 171
9:30 192 262 454 21:30 81 66 147 07:00 to 09:00
9:45 165 269 434 21:45 79 61 140 1847 3038 4885
10:00 178 251 429 22:00 72 57 129 7:30 7:15 7:30
10:15 174 230 404 22:15 44 46 90 1091 1607 2682
10:30 154 250 404 22:30 56 63 119 0.880 0.941 0.943
10:45 179 260 439 22:45 43 49 92
11:00 192 211 403 23:00 38 47 85 16:00 to 18:00
11:15 201 228 429 23:15 30 38 68 2837 2432 5269
11:30 170 255 425 23:30 34 26 60 16:45 16:15 16:30
11:45 204 252 456 23:45 28 24 52 1523 1332 2804
TOTALS 0 0 5018 8225 13243 TOTALS 0 0 9647 9268 18915 0.922 0.946 0.946 SPLIT % 0% 0% 38% 62% 41% SPLIT % 0% 0% 51% 49% 59%
Volume
Prepared by National Data & Surveying Services VOLUME
Scenic Dr Bet Burney St & Coffee Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400
1600
1800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 201 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 121 100%
120 99%
3 120 99%
1 117 97%
1 116 96%
2 115 95%
3 113 93%
10 110 91%
8 100 83%
15 92 76%
13 77 64%
17 64 53%
16 47 39%
10 31 26%
10 21 17%
4 11 9%
4 7 6%
2 3 2%
1 1 1%
121 85% SPEED: 41
32 - 41
88 30
15,058
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Tully Road DIRECTION: NB/SB
53 LIMITS: Tully Rd Bet Standiford Ave & Briggsmore Ave LOCATION: Tully Rd Bet Standiford Ave & Briggsmore Ave DATE: 09/18/2024 TIME: BEGIN: 12:20 END: 13:20 WEATHER: Clear / Dry RECORDER: MPH #3..
- 202 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 2
32 1
33 2
34 5
35 3
36 8
37 7
38 5
39 8
40 5
41 6
42 2
43 44 1
45 46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 57 30 - 46 37 mph 41 mph 33 - 42 51 89% 7% / 4 4% / 2
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Northbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 203 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 3
33 2
34 5
35 7
36 8
37 10
38 8
39 7
40 3
41 4
42 1
43 2
44 45 1
46 2
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 64 32 - 48 37 mph 41 mph 32 - 41 57 89% 0% / 0 11% / 7
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Southbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 204 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 2
32 4
33 4
34 10
35 10
36 16
37 17
38 13
39 15
40 8
41 10
42 3
43 2
44 1
45 1
46 3
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 121 30 - 48 37 mph 41 mph 32 - 41 107 88% 2% / 3 10% / 11
SPEED PARAMETERS
Tully Rd Bet Standiford Ave & Briggsmore Ave
City of Modesto
Northbound & Southbound Spot Speeds
12:20-13:20
9/18/2024
Project #: 24-090118-019
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 205 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_019
NB SB EB WB Total
12,573 11,643 0 0 24,216
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 17 30 12:00 206 192 398 00:00 01:00 49 67 116
0:15 19 30 49 12:15 189 180 369 01:00 02:00 37 40 77
0:30 10 13 23 12:30 192 187 379 02:00 03:00 29 37 66
0:45 7 7 14 12:45 204 186 390 03:00 04:00 36 43 79
1:00 11 11 22 13:00 177 190 367 04:00 05:00 87 97 184
1:15 8 10 18 13:15 223 174 397 05:00 06:00 210 206 416
1:30 11 6 17 13:30 203 159 362 06:00 07:00 411 347 758
1:45 7 13 20 13:45 247 200 447 07:00 08:00 880 787 1667 2:00 8 7 15 14:00 266 161 427 08:00 09:00 950 964 1914
2:15 9 7 16 14:15 280 252 532 09:00 10:00 612 646 1258
2:30 6 10 16 14:30 233 213 446 10:00 11:00 644 625 1269 2:45 6 13 19 14:45 248 183 431 11:00 12:00 726 628 1354 3:00 5 8 13 15:00 232 262 494 12:00 13:00 791 745 1536
3:15 9 7 16 15:15 227 198 425 13:00 14:00 850 723 1573
3:30 10 19 29 15:30 206 275 481 14:00 15:00 1027 809 1836 3:45 12 9 21 15:45 242 202 444 15:00 16:00 907 937 1844 4:00 11 12 23 16:00 236 232 468 16:00 17:00 1021 952 1973 4:15 23 17 40 16:15 267 218 485 17:00 18:00 1034 944 1978 4:30 18 30 48 16:30 245 273 518 18:00 19:00 738 681 1419 4:45 35 38 73 16:45 273 229 502 19:00 20:00 543 503 1046 5:00 24 31 55 17:00 277 274 551 20:00 21:00 417 357 774 5:15 46 30 76 17:15 288 247 535 21:00 22:00 279 240 519 5:30 55 70 125 17:30 258 223 481 22:00 23:00 180 165 345 5:45 85 75 160 17:45 211 200 411 23:00 00:00 115 100 215 6:00 71 57 128 18:00 226 201 427
6:15 82 77 159 18:15 187 167 354 NB SB EB WB TOTAL
6:30 104 98 202 18:30 145 177 322 00:00 to 12:00
6:45 154 115 269 18:45 180 136 316 4671 4487 9158
7:00 166 126 292 19:00 154 141 295 7:30 7:30 7:30
7:15 207 174 381 19:15 143 129 272 1086 1015 2101
7:30 252 254 506 19:30 119 118 237 0.923 0.958 0.940
7:45 255 233 488 19:45 127 115 242
8:00 285 263 548 20:00 106 90 196 12:00 to 00:00
8:15 294 265 559 20:15 112 99 211 7902 7156 15058
8:30 164 241 405 20:30 110 88 198 16:45 16:30 16:30
8:45 207 195 402 20:45 89 80 169 1096 1023 2106
9:00 146 172 318 21:00 82 72 154 0.951 0.933 0.956
9:15 140 165 305 21:15 65 66 131
9:30 144 138 282 21:30 61 49 110 07:00 to 09:00
9:45 182 171 353 21:45 71 53 124 1830 1751 3581
10:00 144 155 299 22:00 58 44 102 7:30 7:30 7:30
10:15 152 132 284 22:15 44 68 112 1086 1015 2101
10:30 169 152 321 22:30 42 31 73 0.923 0.958 0.940
10:45 179 186 365 22:45 36 22 58
11:00 195 149 344 23:00 31 46 77 16:00 to 18:00
11:15 178 169 347 23:15 33 26 59 2055 1896 3951
11:30 179 150 329 23:30 27 17 44 16:45 16:30 16:30
11:45 174 160 334 23:45 24 11 35 1096 1023 2106
TOTALS 4671 4487 0 0 9158 TOTALS 7902 7156 0 0 15058 0.951 0.933 0.956 SPLIT % 51% 49% 0% 0% 38% SPLIT % 52% 48% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services VOLUME
Tully Rd Bet Standiford Ave & Briggsmore Ave
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 206 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 132 100%
131 99%
1 131 99%
130 98%
1 130 98%
4 129 98%
3 125 95%
7 122 92%
7 115 87%
10 108 82%
10 98 74%
11 88 67%
8 77 58%
10 69 52%
9 59 45%
7 50 38%
11 43 33%
7 32 24%
9 25 19%
3 16 12%
9 13 10%
2 4 3%
1 2 2%
1 1%
1 1 1%
132 85% SPEED: 41
31 - 40
70 35
8,874
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Tully Road DIRECTION: NB/SB
53 LIMITS: Tully Rd Bet Briggsmore Ave & Coldwell Ave
LOCATION: Tully Rd Bet Briggsmore Ave & Coldwell Ave DATE: 09/18/2024 TIME: BEGIN: 09:00 END: 10:00 WEATHER: Clear / Dry RECORDER: MPH #3..
- 207 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 1
28 1
29 6
30 31 4
32 3
33 6
34 3
35 4
36 7
37 5
38 6
39 6
40 4
41 4
42 3
43 2
44 3
45 1
46 47 1
48 49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 72 25 - 49 36 mph 42 mph 31 - 40 48 67% 12% / 9 21% / 15
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Northbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 208 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 3
30 3
31 5
32 4
33 5
34 4
35 5
36 3
37 3
38 5
39 4
40 6
41 3
42 4
43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 28 - 44 35 mph 40 mph 31 - 40 44 73% 11% / 7 15% / 9
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 209 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 1
28 2
29 9
30 3
31 9
32 7
33 11
34 7
35 9
36 10
37 8
38 11
39 10
40 10
41 7
42 7
43 3
44 4
45 1
46 47 1
48 49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 132 25 - 49 36 mph 41 mph 31 - 40 92 70% 12% / 16 19% / 24
SPEED PARAMETERS
Tully Rd Bet Briggsmore Ave & Coldwell Ave
City of Modesto
Northbound & Southbound Spot Speeds
09:00-10:00
9/18/2024
Project #: 24-090118-020
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 210 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_020
NB SB EB WB Total
6,811 7,447 0 0 14,258
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 13 26 12:00 84 79 163 00:00 01:00 29 29 58
0:15 5 5 10 12:15 97 103 200 01:00 02:00 18 30 48
0:30 6 5 11 12:30 94 87 181 02:00 03:00 12 22 34
0:45 5 6 11 12:45 125 84 209 03:00 04:00 13 28 41
1:00 10 5 15 13:00 98 86 184 04:00 05:00 36 68 104
1:15 4 7 11 13:15 81 100 181 05:00 06:00 97 211 308
1:30 1 7 8 13:30 105 96 201 06:00 07:00 198 306 504
1:45 3 11 14 13:45 97 109 206 07:00 08:00 457 654 1111
2:00 3 5 8 14:00 95 98 193 08:00 09:00 513 607 1120
2:15 2 3 5 14:15 107 109 216 09:00 10:00 280 340 620
2:30 0 9 9 14:30 83 82 165 10:00 11:00 321 323 644
2:45 7 5 12 14:45 116 122 238 11:00 12:00 401 391 792
3:00 1 3 4 15:00 139 118 257 12:00 13:00 400 353 753
3:15 4 6 10 15:15 132 109 241 13:00 14:00 381 391 772
3:30 3 9 12 15:30 129 149 278 14:00 15:00 401 411 812
3:45 5 10 15 15:45 149 121 270 15:00 16:00 549 497 1046 4:00 7 7 14 16:00 142 166 308 16:00 17:00 684 703 1387
4:15 9 12 21 16:15 174 171 345 17:00 18:00 777 770 1547 4:30 7 11 18 16:30 173 181 354 18:00 19:00 442 496 938
4:45 13 38 51 16:45 195 185 380 19:00 20:00 320 295 615 5:00 17 29 46 17:00 179 189 368 20:00 21:00 216 208 424 5:15 21 37 58 17:15 214 229 443 21:00 22:00 129 149 278 5:30 22 58 80 17:30 203 201 404 22:00 23:00 97 116 213
5:45 37 87 124 17:45 181 151 332 23:00 00:00 40 49 89
6:00 48 40 88 18:00 135 147 282
6:15 44 71 115 18:15 115 126 241 NB SB EB WB TOTAL
6:30 49 77 126 18:30 104 127 231 00:00 to 12:00
6:45 57 118 175 18:45 88 96 184 2375 3009 5384
7:00 80 98 178 19:00 97 80 177 7:30 7:30 7:30
7:15 99 148 247 19:15 80 82 162 611 817 1428
7:30 133 182 315 19:30 72 69 141 0.883 0.904 0.908
7:45 145 226 371 19:45 71 64 135
8:00 173 220 393 20:00 63 72 135 12:00 to 00:00
8:15 160 189 349 20:15 69 55 124 4436 4438 8874
8:30 96 114 210 20:30 40 35 75 16:45 16:45 16:45
8:45 84 84 168 20:45 44 46 90 791 804 1595
9:00 80 97 177 21:00 47 40 87 0.924 0.878 0.900
9:15 66 82 148 21:15 32 30 62
9:30 64 78 142 21:30 22 45 67 07:00 to 09:00
9:45 70 83 153 21:45 28 34 62 970 1261 2231
10:00 84 63 147 22:00 25 37 62 7:30 7:30 7:30
10:15 69 71 140 22:15 26 24 50 611 817 1428
10:30 80 84 164 22:30 28 26 54 0.883 0.904 0.908
10:45 88 105 193 22:45 18 29 47
11:00 92 106 198 23:00 14 18 32 16:00 to 18:00
11:15 112 91 203 23:15 14 11 25 1461 1473 2934
11:30 80 91 171 23:30 4 12 16 16:45 16:45 16:45
11:45 117 103 220 23:45 8 8 16 791 804 1595
TOTALS 2375 3009 0 0 5384 TOTALS 4436 4438 0 0 8874 0.924 0.878 0.900 SPLIT % 44% 56% 0% 0% 38% SPLIT % 50% 50% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services VOLUME
Tully Rd Bet Briggsmore Ave & Coldwell Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800
900 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 211 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 145 100%
1 143 99%
3 142 98%
3 139 96%
4 136 94%
8 132 91%
13 124 86%
14 111 77%
16 97 67%
20 81 56%
16 61 42%
12 45 31%
14 33 23%
4 19 13%
2 15 10%
4 13 9%
5 9 6%
3 4 3%
1 1%
1 1 1%
145 85% SPEED: 36
29 - 38
83 30
5,058
30 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: La Loma Ave DIRECTION: EB/WB
53 LIMITS: La Loma Ave Bet Burney St & Yosemite Blvd
LOCATION: La Loma Ave Bet Burney St & Yosemite Blvd DATE: 09/18/2024 TIME: BEGIN: 12:30 END: 13:30 WEATHER: Clear / Dry RECORDER: MPH #3..
- 212 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 28
29 2
30 7
31 4
32 7
33 10
34 11
35 8
36 8
37 4
38 3
39 2
40 3
41 1
42 2
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 76 25 - 42 34 mph 37 mph 29 - 38 64 84% 5% / 4 11% / 8
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Eastbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 213 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 2
26 2
27 4
28 2
29 2
30 7
31 8
32 9
33 10
34 5
35 6
36 5
37 4
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 69 23 - 39 32 mph 36 mph 27 - 36 58 84% 7% / 5 9% / 6
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Westbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 214 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 3
26 5
27 4
28 2
29 4
30 14
31 12
32 16
33 20
34 16
35 14
36 13
37 8
38 4
39 3
40 3
41 1
42 2
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 145 23 - 42 33 mph 36 mph 29 - 38 121 83% 10% / 15 7% / 9
SPEED PARAMETERS
La Loma Ave Bet Burney St & Yosemite Blvd
City of Modesto
Eastbound & Westbound Spot Speeds
12:30-13:30
9/18/2024
Project #: 24-090118-021
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 215 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_021
NB SB EB WB Total
0 0 4,053 4,352 8,405
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 6 12 18 12:00 46 56 102 00:00 01:00 38 36 74
0:15 8 9 17 12:15 67 63 130 01:00 02:00 20 15 35
0:30 9 5 14 12:30 70 63 133 02:00 03:00 16 22 38
0:45 15 10 25 12:45 57 53 110 03:00 04:00 31 42 73
1:00 10 5 15 13:00 65 60 125 04:00 05:00 46 84 130
1:15 5 5 10 13:15 65 55 120 05:00 06:00 54 113 167
1:30 1 5 6 13:30 60 77 137 06:00 07:00 102 232 334
1:45 4 0 4 13:45 63 65 128 07:00 08:00 151 367 518
2:00 2 4 6 14:00 64 70 134 08:00 09:00 251 386 637
2:15 5 4 9 14:15 69 45 114 09:00 10:00 187 280 467
2:30 7 5 12 14:30 95 75 170 10:00 11:00 204 222 426
2:45 2 9 11 14:45 81 76 157 11:00 12:00 204 244 448
3:00 5 6 11 15:00 80 78 158 12:00 13:00 240 235 475
3:15 9 10 19 15:15 86 88 174 13:00 14:00 253 257 510
3:30 6 13 19 15:30 85 91 176 14:00 15:00 309 266 575
3:45 11 13 24 15:45 97 84 181 15:00 16:00 348 341 689
4:00 5 14 19 16:00 75 91 166 16:00 17:00 373 307 680
4:15 6 18 24 16:15 79 76 155 17:00 18:00 421 281 702
4:30 15 23 38 16:30 109 69 178 18:00 19:00 228 177 405
4:45 20 29 49 16:45 110 71 181 19:00 20:00 204 139 343
5:00 6 11 17 17:00 98 80 178 20:00 21:00 140 110 250
5:15 9 21 30 17:15 134 64 198 21:00 22:00 99 87 186
5:30 18 37 55 17:30 90 72 162 22:00 23:00 84 61 145
5:45 21 44 65 17:45 99 65 164 23:00 00:00 50 48 98
6:00 16 48 64 18:00 60 55 115
6:15 25 56 81 18:15 52 49 101 NB SB EB WB TOTAL
6:30 25 60 85 18:30 59 34 93 00:00 to 12:00
6:45 36 68 104 18:45 57 39 96 1304 2043 3347
7:00 16 66 82 19:00 50 33 83 7:45 7:30 7:45
7:15 34 70 104 19:15 48 34 82 254 433 680
7:30 44 97 141 19:30 53 42 95 0.804 0.808 0.890
7:45 57 134 191 19:45 53 30 83
8:00 79 104 183 20:00 41 27 68 12:00 to 00:00
8:15 61 98 159 20:15 29 22 51 2749 2309 5058
8:30 57 90 147 20:30 38 21 59 16:30 15:15 16:30
8:45 54 94 148 20:45 32 40 72 451 354 735
9:00 44 92 136 21:00 27 24 51 0.841 0.973 0.928
9:15 52 51 103 21:15 31 25 56
9:30 52 67 119 21:30 22 20 42 07:00 to 09:00
9:45 39 70 109 21:45 19 18 37 402 753 1155
10:00 38 62 100 22:00 16 21 37 7:45 7:30 7:45
10:15 42 57 99 22:15 26 10 36 254 433 680
10:30 65 46 111 22:30 27 13 40 0.804 0.808 0.890
10:45 59 57 116 22:45 15 17 32
11:00 52 73 125 23:00 21 21 42 16:00 to 18:00
11:15 52 58 110 23:15 7 9 16 794 588 1382
11:30 48 53 101 23:30 12 7 19 16:30 16:00 16:30
11:45 52 60 112 23:45 10 11 21 451 307 735
TOTALS 0 0 1304 2043 3347 TOTALS 0 0 2749 2309 5058 0.841 0.843 0.928 SPLIT % 0% 0% 39% 61% 40% SPLIT % 0% 0% 54% 46% 60%
Volume
Prepared by National Data & Surveying Services VOLUME
La Loma Ave Bet Burney St & Yosemite Blvd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300
350
400
450 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 216 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 115 100%
1 113 98%
1 112 97%
2 111 97%
4 109 95%
6 105 91%
7 99 86%
8 92 80%
16 84 73%
10 68 59%
17 58 50%
8 41 36%
9 33 29%
11 24 21%
5 13 11%
2 8 7%
4 6 5%
2 2%
1 2 2%
1 1 1%
115 85% SPEED: 42
34 - 43
84 35
2,773
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Lincoln Ave DIRECTION: NB/SB
53 LIMITS: Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd LOCATION: Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd DATE: 09/18/2024 TIME: BEGIN: 13:45 END: 14:45 WEATHER: Clear / Dry RECORDER: MPH #3..
- 217 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 1
35 6
36 6
37 5
38 9
39 5
40 12
41 3
42 3
43 3
44 2
45 2
46 47 1
48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 33 - 48 39 mph 42 mph 35 - 44 54 90% 3% / 2 7% / 4
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Northbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 218 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 1
31 32 4
33 1
34 4
35 5
36 3
37 3
38 8
39 5
40 4
41 5
42 4
43 3
44 2
45 46 1
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 29 - 48 38 mph 42 mph 34 - 43 44 80% 12% / 7 8% / 4
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Southbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 219 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 1
31 32 4
33 2
34 5
35 11
36 9
37 8
38 17
39 10
40 16
41 8
42 7
43 6
44 4
45 2
46 1
47 1
48 2
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 29 - 48 38 mph 42 mph 34 - 43 97 84% 6% / 8 9% / 10
SPEED PARAMETERS
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
City of Modesto
Northbound & Southbound Spot Speeds
13:45-14:45
9/18/2024
Project #: 24-090118-022
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 220 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_022
NB SB EB WB Total
2,188 2,264 0 0 4,452
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 16 4 20 12:00 36 23 59 00:00 01:00 37 20 57
0:15 8 7 15 12:15 29 26 55 01:00 02:00 14 11 25
0:30 8 6 14 12:30 29 37 66 02:00 03:00 12 15 27
0:45 5 3 8 12:45 34 34 68 03:00 04:00 12 50 62
1:00 5 1 6 13:00 28 30 58 04:00 05:00 27 68 95
1:15 5 5 10 13:15 37 42 79 05:00 06:00 25 102 127
1:30 1 1 2 13:30 30 39 69 06:00 07:00 74 118 192
1:45 3 4 7 13:45 32 32 64 07:00 08:00 103 173 276
2:00 2 2 4 14:00 28 31 59 08:00 09:00 114 143 257
2:15 3 6 9 14:15 32 33 65 09:00 10:00 85 111 196
2:30 3 2 5 14:30 38 37 75 10:00 11:00 78 96 174
2:45 4 5 9 14:45 40 30 70 11:00 12:00 99 92 191
3:00 4 11 15 15:00 34 27 61 12:00 13:00 128 120 248
3:15 2 7 9 15:15 52 35 87 13:00 14:00 127 143 270
3:30 3 17 20 15:30 31 44 75 14:00 15:00 138 131 269
3:45 3 15 18 15:45 51 36 87 15:00 16:00 168 142 310
4:00 3 10 13 16:00 45 44 89 16:00 17:00 176 151 327
4:15 6 23 29 16:15 45 43 88 17:00 18:00 168 118 286
4:30 7 15 22 16:30 50 24 74 18:00 19:00 148 119 267
4:45 11 20 31 16:45 36 40 76 19:00 20:00 142 114 256
5:00 6 25 31 17:00 48 32 80 20:00 21:00 135 86 221
5:15 4 20 24 17:15 37 21 58 21:00 22:00 79 70 149
5:30 9 33 42 17:30 36 32 68 22:00 23:00 63 49 112
5:45 6 24 30 17:45 47 33 80 23:00 00:00 36 22 58
6:00 13 27 40 18:00 44 34 78
6:15 20 28 48 18:15 34 25 59 NB SB EB WB TOTAL
6:30 17 26 43 18:30 31 29 60 00:00 to 12:00
6:45 24 37 61 18:45 39 31 70 680 999 1679
7:00 17 39 56 19:00 39 36 75 7:30 7:30 7:30
7:15 24 40 64 19:15 37 25 62 130 193 323
7:30 23 46 69 19:30 30 26 56 0.833 0.928 0.918
7:45 39 48 87 19:45 36 27 63
8:00 36 52 88 20:00 35 21 56 12:00 to 00:00
8:15 32 47 79 20:15 37 22 59 1508 1265 2773
8:30 23 20 43 20:30 31 24 55 15:45 15:30 15:30
8:45 23 24 47 20:45 32 19 51 191 167 339
9:00 20 31 51 21:00 25 18 43 0.936 0.949 0.952
9:15 28 25 53 21:15 24 18 42
9:30 17 31 48 21:30 22 17 39 07:00 to 09:00
9:45 20 24 44 21:45 8 17 25 217 316 533
10:00 21 19 40 22:00 25 15 40 7:30 7:30 7:30
10:15 23 28 51 22:15 11 15 26 130 193 323
10:30 16 25 41 22:30 16 12 28 0.833 0.928 0.918
10:45 18 24 42 22:45 11 7 18
11:00 25 14 39 23:00 9 6 15 16:00 to 18:00
11:15 23 33 56 23:15 10 8 18 344 269 613
11:30 26 23 49 23:30 9 2 11 16:15 16:00 16:00
11:45 25 22 47 23:45 8 6 14 179 151 327
TOTALS 680 999 0 0 1679 TOTALS 1508 1265 0 0 2773 0.895 0.858 0.919 SPLIT % 41% 59% 0% 0% 38% SPLIT % 54% 46% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services VOLUME
Lincoln Ave Bet Dry Creek Dr & Yosemite Blvd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 20
40 60
80 100
120
140
160
180
200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 221 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 100 100%
4 99 99%
2 95 95%
6 93 93%
13 87 87%
13 74 74%
9 61 61%
7 52 52%
13 45 45%
12 32 32%
3 20 20%
8 17 17%
5 9 9%
1 4 4%
2 3 3%
1 1 1%
100 85% SPEED: 49
41 - 50
89 45
19,465
45 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Briggsmore Ave DIRECTION: EB/WB
53 LIMITS: Briggsmore Ave Bet Prescott Rd & Tully Rd
LOCATION: Briggsmore Ave Bet Prescott Rd & Tully Rd DATE: 09/18/2024 TIME: BEGIN: 13:20 END: 14:35 WEATHER: Clear / Dry RECORDER: MPH #3..
- 222 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 2
40 1
41 3
42 5
43 2
44 5
45 7
46 2
47 6
48 8
49 6
50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 38 - 52 45 mph 49 mph 40 - 49 45 90% 6% / 3 4% / 2
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Eastbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 223 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 2
42 3
43 1
44 7
45 6
46 5
47 3
48 5
49 7
50 5
51 2
52 3
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 41 - 53 47 mph 50 mph 41 - 50 44 88% 0% / 0 12% / 6
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Westbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 224 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 2
40 1
41 5
42 8
43 3
44 12
45 13
46 7
47 9
48 13
49 13
50 6
51 2
52 4
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 38 - 53 46 mph 49 mph 41 - 50 89 89% 4% / 4 7% / 7
SPEED PARAMETERS
Briggsmore Ave Bet Prescott Rd & Tully Rd
City of Modesto
Eastbound & Westbound Spot Speeds
13:20-14:35
9/18/2024
Project #: 24-090118-023
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 225 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_023
NB SB EB WB Total
0 0 17,010 17,046 34,056
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 43 29 72 12:00 299 268 567 00:00 01:00 146 99 245
0:15 36 22 58 12:15 256 291 547 01:00 02:00 98 72 170
0:30 36 31 67 12:30 289 286 575 02:00 03:00 88 129 217
0:45 31 17 48 12:45 338 254 592 03:00 04:00 98 272 370
1:00 27 16 43 13:00 246 317 563 04:00 05:00 148 457 605 1:15 20 20 40 13:15 303 290 593 05:00 06:00 336 547 883 1:30 29 13 42 13:30 340 300 640 06:00 07:00 610 663 1273 1:45 22 23 45 13:45 322 257 579 07:00 08:00 1036 1052 2088 2:00 16 22 38 14:00 314 290 604 08:00 09:00 1186 1127 2313 2:15 24 27 51 14:15 275 280 555 09:00 10:00 1101 952 2053 2:30 29 30 59 14:30 300 323 623 10:00 11:00 1095 1016 2111 2:45 19 50 69 14:45 230 262 492 11:00 12:00 1125 1138 2263 3:00 17 49 66 15:00 229 244 473 12:00 13:00 1182 1099 2281 3:15 26 54 80 15:15 235 257 492 13:00 14:00 1211 1164 2375 3:30 29 88 117 15:30 241 285 526 14:00 15:00 1119 1155 2274 3:45 26 81 107 15:45 219 241 460 15:00 16:00 924 1027 1951 4:00 20 102 122 16:00 192 287 479 16:00 17:00 934 1062 1996 4:15 31 116 147 16:15 243 231 474 17:00 18:00 1036 1060 2096 4:30 38 126 164 16:30 257 269 526 18:00 19:00 998 923 1921 4:45 59 113 172 16:45 242 275 517 19:00 20:00 826 720 1546 5:00 58 134 192 17:00 259 279 538 20:00 21:00 665 536 1201 5:15 61 125 186 17:15 240 275 515 21:00 22:00 490 363 853 5:30 95 130 225 17:30 271 272 543 22:00 23:00 339 254 593 5:45 122 158 280 17:45 266 234 500 23:00 00:00 219 159 378 6:00 89 139 228 18:00 293 243 536
6:15 146 187 333 18:15 288 229 517 NB SB EB WB TOTAL
6:30 144 140 284 18:30 228 211 439 00:00 to 12:00
6:45 231 197 428 18:45 189 240 429 7067 7524 14591
7:00 193 201 394 19:00 205 196 401 7:45 7:30 7:45
7:15 260 242 502 19:15 184 196 380 1192 1172 2356
7:30 267 289 556 19:30 201 190 391 0.937 0.916 0.926
7:45 316 320 636 19:45 236 138 374
8:00 268 269 537 20:00 197 162 359 12:00 to 00:00
8:15 318 294 612 20:15 139 144 283 9943 9522 19465
8:30 290 281 571 20:30 172 120 292 13:15 13:00 13:15
8:45 310 283 593 20:45 157 110 267 1279 1164 2416
9:00 244 211 455 21:00 155 100 255 0.940 0.918 0.944
9:15 277 248 525 21:15 118 93 211
9:30 284 238 522 21:30 114 91 205 07:00 to 09:00
9:45 296 255 551 21:45 103 79 182 2222 2179 4401
10:00 260 241 501 22:00 88 76 164 7:45 7:30 7:45
10:15 282 259 541 22:15 91 64 155 1192 1172 2356
10:30 283 263 546 22:30 81 58 139 0.937 0.916 0.926
10:45 270 253 523 22:45 79 56 135
11:00 273 273 546 23:00 65 47 112 16:00 to 18:00
11:15 268 285 553 23:15 53 38 91 1970 2122 4092
11:30 280 307 587 23:30 50 46 96 17:00 16:45 16:45
11:45 304 273 577 23:45 51 28 79 1036 1101 2113
TOTALS 0 0 7067 7524 14591 TOTALS 0 0 9943 9522 19465 0.956 0.987 0.973 SPLIT % 0% 0% 48% 52% 43% SPLIT % 0% 0% 51% 49% 57%
Volume
Prepared by National Data & Surveying Services VOLUME
Briggsmore Ave Bet Prescott Rd & Tully Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200
1400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 226 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 161 100%
2 160 99%
2 158 98%
6 156 97%
6 150 93%
12 144 89%
10 132 82%
7 122 76%
8 115 71%
11 107 66%
8 96 60%
11 88 55%
15 77 48%
13 62 39%
11 49 30%
7 38 24%
9 31 19%
5 22 14%
6 17 11%
5 11 7%
3 6 4%
3 2%
1 3 2%
2 2 1%
161 85% SPEED: 46
37 - 46
66 40
15,478
40 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Carpenter Road DIRECTION: NB/SB
53 LIMITS: Carpenter Rd Bet Maze Blvd & Woodland Ave
LOCATION: Carpenter Rd Bet Maze Blvd & Woodland Ave DATE: 09/18/2024 TIME: BEGIN: 14:00 END: 15:00 WEATHER: Clear / Dry RECORDER: MPH #3..
- 227 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30
31 1
32 4
33 2
34 1
35 5
36 4
37 7
38 8
39 8
40 5
41 5
42 7
43 5
44 4
45 6
46 5
47 3
48 2
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 84 28 - 49 40 mph 45 mph 37 - 46 60 71% 21% / 18 8% / 6
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Northbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 228 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 31 2
32 1
33 4
34 4
35 4
36 3
37 4
38 5
39 7
40 6
41 3
42 4
43 3
44 3
45 4
46 7
47 3
48 4
49 1
50 2
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 77 28 - 51 40 mph 46 mph 37 - 46 46 60% 25% / 20 15% / 11
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Southbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 229 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 2
29 1
30 31 3
32 5
33 6
34 5
35 9
36 7
37 11
38 13
39 15
40 11
41 8
42 11
43 8
44 7
45 10
46 12
47 6
48 6
49 2
50 2
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 161 28 - 51 40 mph 46 mph 37 - 46 106 66% 23% / 38 11% / 17
SPEED PARAMETERS
Carpenter Rd Bet Maze Blvd & Woodland Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:00-15:00
9/18/2024
Project #: 24-090118-024
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 230 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_024
NB SB EB WB Total
11,979 12,815 0 0 24,794
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 24 38 12:00 202 222 424 00:00 01:00 69 79 148
0:15 20 25 45 12:15 209 204 413 01:00 02:00 38 48 86
0:30 21 16 37 12:30 201 254 455 02:00 03:00 41 48 89
0:45 14 14 28 12:45 200 213 413 03:00 04:00 80 108 188
1:00 16 10 26 13:00 186 189 375 04:00 05:00 171 160 331 1:15 6 11 17 13:15 174 232 406 05:00 06:00 368 191 559
1:30 5 13 18 13:30 185 246 431 06:00 07:00 426 317 743
1:45 11 14 25 13:45 204 263 467 07:00 08:00 683 629 1312 2:00 10 9 19 14:00 230 223 453 08:00 09:00 846 654 1500 2:15 7 11 18 14:15 173 254 427 09:00 10:00 768 618 1386 2:30 15 12 27 14:30 234 165 399 10:00 11:00 771 701 1472 2:45 9 16 25 14:45 173 188 361 11:00 12:00 765 737 1502 3:00 14 17 31 15:00 215 261 476 12:00 13:00 812 893 1705 3:15 10 22 32 15:15 216 229 445 13:00 14:00 749 930 1679 3:30 26 26 52 15:30 194 243 437 14:00 15:00 810 830 1640 3:45 30 43 73 15:45 208 220 428 15:00 16:00 833 953 1786 4:00 36 31 67 16:00 185 237 422 16:00 17:00 816 993 1809 4:15 37 44 81 16:15 213 264 477 17:00 18:00 808 1004 1812 4:30 38 37 75 16:30 222 281 503 18:00 19:00 707 953 1660 4:45 60 48 108 16:45 196 211 407 19:00 20:00 546 678 1224 5:00 76 39 115 17:00 218 253 471 20:00 21:00 368 539 907 5:15 91 46 137 17:15 189 225 414 21:00 22:00 232 367 599 5:30 86 52 138 17:30 203 232 435 22:00 23:00 178 222 400 5:45 115 54 169 17:45 198 294 492 23:00 00:00 94 163 257 6:00 92 64 156 18:00 162 269 431
6:15 107 62 169 18:15 192 260 452 NB SB EB WB TOTAL
6:30 110 76 186 18:30 174 228 402 00:00 to 12:00
6:45 117 115 232 18:45 179 196 375 5026 4290 9316
7:00 111 106 217 19:00 151 162 313 7:45 11:00 7:45
7:15 145 137 282 19:15 157 185 342 866 737 1557
7:30 199 178 377 19:30 133 190 323 0.941 0.950 0.893
7:45 228 208 436 19:45 105 141 246
8:00 207 162 369 20:00 93 151 244 12:00 to 00:00
8:15 201 159 360 20:15 100 144 244 6953 8525 15478
8:30 230 162 392 20:30 86 132 218 16:15 17:30 16:15
8:45 208 171 379 20:45 89 112 201 849 1055 1858
9:00 187 144 331 21:00 58 103 161 0.956 0.897 0.923
9:15 195 156 351 21:15 63 93 156
9:30 187 167 354 21:30 57 90 147 07:00 to 09:00
9:45 199 151 350 21:45 54 81 135 1529 1283 2812
10:00 215 181 396 22:00 48 76 124 7:45 7:30 7:45
10:15 186 165 351 22:15 43 55 98 866 707 1557
10:30 193 177 370 22:30 49 52 101 0.941 0.850 0.893
10:45 177 178 355 22:45 38 39 77
11:00 195 182 377 23:00 26 57 83 16:00 to 18:00
11:15 174 169 343 23:15 31 46 77 1624 1997 3621
11:30 227 192 419 23:30 18 22 40 16:15 16:15 16:15
11:45 169 194 363 23:45 19 38 57 849 1009 1858
TOTALS 5026 4290 0 0 9316 TOTALS 6953 8525 0 0 15478 0.956 0.898 0.923 SPLIT % 54% 46% 0% 0% 38% SPLIT % 45% 55% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services VOLUME
Carpenter Rd Bet Maze Blvd & Woodland Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 200
400
600
800
1000
1200 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 231 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 100 100%
3 98 98%
5 95 95%
10 90 90%
8 80 80%
11 72 72%
12 61 61%
18 49 49%
19 31 31%
8 12 12%
4 4 4%
100 85% SPEED: 37
30 - 39
98 30
3,783
30 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Carver Road DIRECTION: NB/SB
53 LIMITS: Carver Rd Bet Pelandale Ave & Brixton Ln
LOCATION: Carver Rd Bet Pelandale Ave & Brixton Ln DATE: 09/18/2024 TIME: BEGIN: 10:25 END: 11:35 WEATHER: Clear / Dry RECORDER: MPH #3..
- 232 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 2
31 5
32 8
33 10
34 2
35 8
36 3
37 8
38 2
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 40 33 mph 37 mph 30 - 39 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Northbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 233 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 2
31 3
32 11
33 8
34 10
35 3
36 5
37 2
38 3
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 40 34 mph 37 mph 30 - 39 49 98% 0% / 0 2% / 1
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Southbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 234 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 4
31 8
32 19
33 18
34 12
35 11
36 8
37 10
38 5
39 3
40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 30 - 40 34 mph 37 mph 30 - 39 98 98% 0% / 0 2% / 2
SPEED PARAMETERS
Carver Rd Bet Pelandale Ave & Brixton Ln
City of Modesto
Northbound & Southbound Spot Speeds
10:25-11:35
9/18/2024
Project #: 24-090118-025
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 235 -
Day: Wednesday City: Modesto
Date: Project #: CA24_090117_025
NB SB EB WB Total
2,695 2,990 0 0 5,685
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 3 3 6 12:00 38 36 74 00:00 01:00 8 13 21
0:15 2 5 7 12:15 43 45 88 01:00 02:00 12 13 25
0:30 1 2 3 12:30 38 44 82 02:00 03:00 4 7 11
0:45 2 3 5 12:45 46 49 95 03:00 04:00 10 10 20
1:00 2 3 5 13:00 38 72 110 04:00 05:00 20 17 37
1:15 0 3 3 13:15 41 63 104 05:00 06:00 40 19 59
1:30 6 5 11 13:30 72 47 119 06:00 07:00 70 56 126
1:45 4 2 6 13:45 64 64 128 07:00 08:00 206 187 393
2:00 0 3 3 14:00 42 63 105 08:00 09:00 216 221 437
2:15 1 1 2 14:15 30 41 71 09:00 10:00 129 130 259
2:30 1 2 3 14:30 54 71 125 10:00 11:00 120 123 243
2:45 2 1 3 14:45 56 61 117 11:00 12:00 126 145 271
3:00 2 2 4 15:00 60 70 130 12:00 13:00 165 174 339
3:15 4 4 8 15:15 60 65 125 13:00 14:00 215 246 461
3:30 1 2 3 15:30 44 62 106 14:00 15:00 182 236 418
3:45 3 2 5 15:45 64 52 116 15:00 16:00 228 249 477
4:00 1 3 4 16:00 54 79 133 16:00 17:00 213 262 475
4:15 3 6 9 16:15 44 55 99 17:00 18:00 250 259 509
4:30 4 2 6 16:30 59 64 123 18:00 19:00 144 191 335
4:45 12 6 18 16:45 56 64 120 19:00 20:00 133 143 276
5:00 3 5 8 17:00 73 77 150 20:00 21:00 98 137 235
5:15 8 5 13 17:15 64 71 135 21:00 22:00 63 82 145
5:30 12 3 15 17:30 57 69 126 22:00 23:00 32 47 79
5:45 17 6 23 17:45 56 42 98 23:00 00:00 11 23 34
6:00 13 11 24 18:00 46 55 101
6:15 10 10 20 18:15 31 47 78 NB SB EB WB TOTAL
6:30 16 11 27 18:30 37 51 88 00:00 to 12:00
6:45 31 24 55 18:45 30 38 68 961 941 1902
7:00 37 25 62 19:00 39 40 79 7:30 7:30 7:30
7:15 41 35 76 19:15 35 35 70 274 274 548
7:30 51 50 101 19:30 35 35 70 0.890 0.835 0.867
7:45 77 77 154 19:45 24 33 57
8:00 76 82 158 20:00 28 33 61 12:00 to 00:00
8:15 70 65 135 20:15 26 40 66 1734 2049 3783
8:30 39 46 85 20:30 21 41 62 16:30 16:45 16:45
8:45 31 28 59 20:45 23 23 46 252 281 531
9:00 33 34 67 21:00 20 22 42 0.863 0.912 0.885
9:15 33 40 73 21:15 13 18 31
9:30 31 26 57 21:30 22 23 45 07:00 to 09:00
9:45 32 30 62 21:45 8 19 27 422 408 830
10:00 33 32 65 22:00 15 18 33 7:30 7:30 7:30
10:15 29 26 55 22:15 6 14 20 274 274 548
10:30 31 29 60 22:30 9 5 14 0.890 0.835 0.867
10:45 27 36 63 22:45 2 10 12
11:00 26 32 58 23:00 4 5 9 16:00 to 18:00
11:15 27 37 64 23:15 4 7 11 463 521 984
11:30 35 38 73 23:30 3 8 11 16:30 16:45 16:45
11:45 38 38 76 23:45 0 3 3 252 281 531
TOTALS 961 941 0 0 1902 TOTALS 1734 2049 0 0 3783 0.863 0.912 0.885 SPLIT % 51% 49% 0% 0% 33% SPLIT % 46% 54% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services VOLUME
Carver Rd Bet Pelandale Ave & Brixton Ln
9/25/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 236 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 103 100%
3 102 99%
8 99 96%
9 91 88%
7 82 80%
15 75 73%
11 60 58%
12 49 48%
9 37 36%
12 28 27%
8 16 16%
3 8 8%
4 5 5%
1 1 1%
103 85% SPEED: 32
24 - 33
91 25
4,510
25 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Carver Road DIRECTION: NB/SB
53 LIMITS: Carver Rd Bet Briggsmore Ave & Orangeburg Ave LOCATION: Carver Rd Bet Briggsmore Ave & Orangeburg Ave DATE: 09/18/2024 TIME: BEGIN: 14:45 END: 15:55 WEATHER: Clear / Dry RECORDER: MPH #3..
- 237 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 3
24 1
25 3
26 2
27 3
28 7
29 3
30 10
31 3
32 7
33 5
34 1
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 35 30 mph 32 mph 24 - 33 44 88% 8% / 4 4% / 2
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Northbound Spot Speeds
14:45-15:55
9/18/2024
Project #: 24-090118-026
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 238 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 2
25 5
26 10
27 6
28 5
29 8
30 5
31 4
32 2
33 3
34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 53 23 - 34 28 mph 31 mph 24 - 33 50 94% 1% / 1 4% / 2
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Southbound Spot Speeds
14:45-15:55
9/18/2024
Project #: 24-090118-026
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 239 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 4
24 3
25 8
26 12
27 9
28 12
29 11
30 15
31 7
32 9
33 8
34 3
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 22 - 35 29 mph 32 mph 24 - 33 94 91% 4% / 5 4% / 4
SPEED PARAMETERS
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
City of Modesto
Northbound & Southbound Spot Speeds
14:45-15:55
9/18/2024
Project #: 24-090118-026
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 240 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_026
NB SB EB WB Total
3,185 3,560 0 0 6,745
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 7 9 16 12:00 36 48 84 00:00 01:00 23 26 49
0:15 4 4 8 12:15 48 38 86 01:00 02:00 9 14 23
0:30 9 8 17 12:30 61 51 112 02:00 03:00 9 8 17
0:45 3 5 8 12:45 54 56 110 03:00 04:00 11 11 22
1:00 3 1 4 13:00 41 54 95 04:00 05:00 19 27 46
1:15 0 4 4 13:15 51 60 111 05:00 06:00 23 38 61
1:30 4 4 8 13:30 57 62 119 06:00 07:00 64 74 138
1:45 2 5 7 13:45 54 70 124 07:00 08:00 137 209 346
2:00 4 2 6 14:00 52 57 109 08:00 09:00 203 279 482
2:15 2 5 7 14:15 52 68 120 09:00 10:00 183 173 356
2:30 3 1 4 14:30 61 73 134 10:00 11:00 145 186 331
2:45 0 0 0 14:45 100 102 202 11:00 12:00 172 192 364
3:00 3 2 5 15:00 70 83 153 12:00 13:00 199 193 392
3:15 2 1 3 15:15 94 64 158 13:00 14:00 203 246 449
3:30 3 3 6 15:30 71 98 169 14:00 15:00 265 300 565
3:45 3 5 8 15:45 79 105 184 15:00 16:00 314 350 664
4:00 6 8 14 16:00 86 97 183 16:00 17:00 361 312 673
4:15 4 3 7 16:15 88 63 151 17:00 18:00 308 295 603
4:30 4 10 14 16:30 97 65 162 18:00 19:00 187 188 375
4:45 5 6 11 16:45 90 87 177 19:00 20:00 116 153 269
5:00 5 10 15 17:00 96 80 176 20:00 21:00 82 100 182
5:15 3 5 8 17:15 85 78 163 21:00 22:00 61 86 147
5:30 8 11 19 17:30 66 76 142 22:00 23:00 56 62 118
5:45 7 12 19 17:45 61 61 122 23:00 00:00 35 38 73
6:00 12 11 23 18:00 42 40 82
6:15 18 16 34 18:15 35 61 96 NB SB EB WB TOTAL
6:30 20 23 43 18:30 45 41 86 00:00 to 12:00
6:45 14 24 38 18:45 65 46 111 998 1237 2235
7:00 21 26 47 19:00 33 44 77 7:30 7:45 7:30
7:15 24 48 72 19:15 29 45 74 213 308 520
7:30 42 63 105 19:30 32 36 68 0.845 0.846 0.844
7:45 50 72 122 19:45 22 28 50
8:00 58 81 139 20:00 26 32 58 12:00 to 00:00
8:15 63 91 154 20:15 31 24 55 2187 2323 4510
8:30 40 64 104 20:30 15 25 40 16:15 15:15 15:15
8:45 42 43 85 20:45 10 19 29 371 364 694
9:00 53 42 95 21:00 23 16 39 0.956 0.867 0.943
9:15 41 44 85 21:15 16 20 36
9:30 47 45 92 21:30 12 32 44 07:00 to 09:00
9:45 42 42 84 21:45 10 18 28 340 488 828
10:00 32 51 83 22:00 9 19 28 7:30 7:45 7:30
10:15 33 47 80 22:15 23 17 40 213 308 520
10:30 37 42 79 22:30 17 14 31 0.845 0.846 0.844
10:45 43 46 89 22:45 7 12 19
11:00 39 42 81 23:00 15 12 27 16:00 to 18:00
11:15 42 52 94 23:15 5 10 15 669 607 1276
11:30 47 41 88 23:30 9 8 17 16:15 16:45 16:30
11:45 44 57 101 23:45 6 8 14 371 321 678
TOTALS 998 1237 0 0 2235 TOTALS 2187 2323 0 0 4510 0.956 0.922 0.958 SPLIT % 45% 55% 0% 0% 33% SPLIT % 48% 52% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services VOLUME
Carver Rd Bet Briggsmore Ave & Orangeburg Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300
350
400 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 241 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
2 102 100%
6 100 98%
5 94 92%
4 89 87%
6 85 83%
5 79 77%
5 74 73%
3 69 68%
7 66 65%
2 59 58%
6 57 56%
4 51 50%
11 47 46%
10 36 35%
6 26 25%
8 20 20%
5 12 12%
3 7 7%
1 4 4%
2 3 3%
1 1%
1 1 1%
102 85% SPEED: 44
30 - 39
61 40
9,986
45 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Orangeburg Ave DIRECTION: EB/SB
53 LIMITS: Orangeburg Ave Bet McHenry Ave & Coffee Rd
LOCATION: Orangeburg Ave Bet McHenry Ave & Coffee Rd DATE: 09/18/2024 TIME: BEGIN: 09:00 END: 09:45 WEATHER: Clear / Dry RECORDER: MPH #3..
- 242 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 2
31 2
32 5
33 4
34 4
35 6
36 2
37 4
38 1
39 3
40 2
41 1
42 3
43 1
44 1
45 3
46 4
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 47 36 mph 45 mph 30 - 39 33 66% 2% / 1 32% / 16
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 243 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 1
29 1
30 1
31 3
32 3
33 2
34 6
35 5
36 2
37 2
38 1
39 4
40 1
41 4
42 2
43 5
44 3
45 2
46 2
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 52 26 - 47 37 mph 44 mph 34 - 43 32 62% 23% / 12 16% / 8
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Westbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 244 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 2
29 1
30 3
31 5
32 8
33 6
34 10
35 11
36 4
37 6
38 2
39 7
40 3
41 5
42 5
43 6
44 4
45 5
46 6
47 2
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 26 - 47 36 mph 44 mph 30 - 39 62 61% 3% / 4 36% / 36
SPEED PARAMETERS
Orangeburg Ave Bet McHenry Ave & Coffee Rd
City of Modesto
Eastbound & Westbound Spot Speeds
09:00-09:45
9/18/2024
Project #: 24-090118-027
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 245 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_027
NB SB EB WB Total
0 0 8,124 7,870 15,994
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 10 21 12:00 124 143 267 00:00 01:00 46 34 80
0:15 15 10 25 12:15 122 111 233 01:00 02:00 33 29 62
0:30 8 11 19 12:30 124 150 274 02:00 03:00 25 26 51
0:45 12 3 15 12:45 156 133 289 03:00 04:00 23 48 71
1:00 6 8 14 13:00 146 119 265 04:00 05:00 29 104 133
1:15 6 7 13 13:15 106 137 243 05:00 06:00 107 147 254
1:30 14 9 23 13:30 123 158 281 06:00 07:00 159 251 410
1:45 7 5 12 13:45 149 148 297 07:00 08:00 377 574 951
2:00 7 7 14 14:00 147 142 289 08:00 09:00 509 683 1192
2:15 3 6 9 14:15 129 143 272 09:00 10:00 413 496 909
2:30 9 6 15 14:30 176 131 307 10:00 11:00 434 464 898
2:45 6 7 13 14:45 142 165 307 11:00 12:00 508 489 997
3:00 6 11 17 15:00 176 156 332 12:00 13:00 526 537 1063 3:15 3 13 16 15:15 179 151 330 13:00 14:00 524 562 1086 3:30 7 7 14 15:30 171 140 311 14:00 15:00 594 581 1175
3:45 7 17 24 15:45 160 145 305 15:00 16:00 686 592 1278 4:00 7 21 28 16:00 179 128 307 16:00 17:00 770 513 1283 4:15 9 15 24 16:15 194 112 306 17:00 18:00 791 545 1336 4:30 6 27 33 16:30 203 146 349 18:00 19:00 463 387 850
4:45 7 41 48 16:45 194 127 321 19:00 20:00 389 300 689
5:00 22 23 45 17:00 219 163 382 20:00 21:00 293 215 508 5:15 17 19 36 17:15 188 141 329 21:00 22:00 198 141 339 5:30 33 49 82 17:30 208 114 322 22:00 23:00 158 103 261 5:45 35 56 91 17:45 176 127 303 23:00 00:00 69 49 118
6:00 41 55 96 18:00 121 104 225
6:15 35 42 77 18:15 122 103 225 NB SB EB WB TOTAL
6:30 36 70 106 18:30 104 89 193 00:00 to 12:00
6:45 47 84 131 18:45 116 91 207 2663 3345 6008
7:00 73 80 153 19:00 132 81 213 7:45 7:45 7:45
7:15 69 139 208 19:15 96 73 169 516 725 1241
7:30 111 160 271 19:30 83 85 168 0.896 0.929 0.964
7:45 124 195 319 19:45 78 61 139
8:00 144 178 322 20:00 76 59 135 12:00 to 00:00
8:15 133 183 316 20:15 83 64 147 5461 4525 9986
8:30 115 169 284 20:30 66 51 117 16:15 14:45 16:30
8:45 117 153 270 20:45 68 41 109 810 612 1381
9:00 99 137 236 21:00 53 44 97 0.925 0.927 0.904
9:15 105 126 231 21:15 54 41 95
9:30 107 119 226 21:30 45 23 68 07:00 to 09:00
9:45 102 114 216 21:45 46 33 79 886 1257 2143
10:00 103 110 213 22:00 52 28 80 7:45 7:45 7:45
10:15 82 118 200 22:15 42 30 72 516 725 1241
10:30 119 106 225 22:30 35 22 57 0.896 0.929 0.964
10:45 130 130 260 22:45 29 23 52
11:00 137 137 274 23:00 26 14 40 16:00 to 18:00
11:15 118 116 234 23:15 13 9 22 1561 1058 2619
11:30 127 128 255 23:30 20 14 34 16:15 16:30 16:30
11:45 126 108 234 23:45 10 12 22 810 577 1381
TOTALS 0 0 2663 3345 6008 TOTALS 0 0 5461 4525 9986 0.925 0.885 0.904 SPLIT % 0% 0% 44% 56% 38% SPLIT % 0% 0% 55% 45% 62%
Volume
Prepared by National Data & Surveying Services VOLUME
Orangeburg Ave Bet McHenry Ave & Coffee Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800
900 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 246 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 113 100%
2 112 99%
3 110 97%
2 107 95%
4 105 93%
4 101 89%
6 97 86%
8 91 81%
12 83 73%
13 71 63%
13 58 51%
10 45 40%
12 35 31%
6 23 20%
7 17 15%
3 10 9%
5 7 6%
1 2 2%
1 1%
1 1 1%
113 85% SPEED: 38
30 - 39
81 35
5,900
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Orangeburg Ave DIRECTION: EB/SB
53 LIMITS: Orangeburg Ave Bet Coffee Rd & Oakdale Rd
LOCATION: Orangeburg Ave Bet Coffee Rd & Oakdale Rd DATE: 09/18/2024 TIME: BEGIN: 10:00 END: 10:42 WEATHER: Clear / Dry RECORDER: MPH #3..
- 247 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27
28 1
29 30 2
31 2
32 4
33 4
34 5
35 6
36 7
37 5
38 3
39 1
40 2
41 1
42 3
43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 25 - 44 35 mph 40 mph 30 - 39 39 78% 4% / 2 18% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 248 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 4
29 3
30 5
31 4
32 8
33 6
34 8
35 7
36 5
37 3
38 3
39 3
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 27 - 41 34 mph 37 mph 28 - 37 53 84% 1% / 1 15% / 9
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Westbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 249 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 1
28 5
29 3
30 7
31 6
32 12
33 10
34 13
35 13
36 12
37 8
38 6
39 4
40 4
41 2
42 3
43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 113 25 - 44 34 mph 38 mph 30 - 39 91 81% 8% / 10 11% / 12
SPEED PARAMETERS
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
City of Modesto
Eastbound & Westbound Spot Speeds
10:00-10:42
9/18/2024
Project #: 24-090118-028
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 250 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_028
NB SB EB WB Total
0 0 4,683 4,632 9,315
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 12 8 20 12:00 84 72 156 00:00 01:00 33 19 52
0:15 3 5 8 12:15 65 74 139 01:00 02:00 15 13 28
0:30 7 2 9 12:30 75 88 163 02:00 03:00 19 18 37
0:45 11 4 15 12:45 77 66 143 03:00 04:00 16 25 41
1:00 3 5 8 13:00 80 63 143 04:00 05:00 15 40 55
1:15 6 4 10 13:15 58 97 155 05:00 06:00 42 68 110
1:30 4 2 6 13:30 80 83 163 06:00 07:00 77 131 208
1:45 2 2 4 13:45 86 99 185 07:00 08:00 195 355 550
2:00 8 4 12 14:00 108 78 186 08:00 09:00 298 418 716
2:15 2 5 7 14:15 90 69 159 09:00 10:00 224 286 510
2:30 5 2 7 14:30 100 94 194 10:00 11:00 266 292 558
2:45 4 7 11 14:45 92 83 175 11:00 12:00 282 268 550
3:00 4 8 12 15:00 112 99 211 12:00 13:00 301 300 601
3:15 3 6 9 15:15 90 83 173 13:00 14:00 304 342 646
3:30 5 4 9 15:30 101 90 191 14:00 15:00 390 324 714
3:45 4 7 11 15:45 106 85 191 15:00 16:00 409 357 766
4:00 3 8 11 16:00 110 72 182 16:00 17:00 450 323 773
4:15 3 6 9 16:15 125 77 202 17:00 18:00 401 289 690
4:30 4 11 15 16:30 118 78 196 18:00 19:00 311 236 547
4:45 5 15 20 16:45 97 96 193 19:00 20:00 218 188 406
5:00 8 9 17 17:00 111 83 194 20:00 21:00 173 139 312
5:15 10 10 20 17:15 113 57 170 21:00 22:00 134 97 231
5:30 15 23 38 17:30 89 82 171 22:00 23:00 70 62 132
5:45 9 26 35 17:45 88 67 155 23:00 00:00 40 42 82
6:00 18 28 46 18:00 90 72 162
6:15 19 26 45 18:15 82 51 133 NB SB EB WB TOTAL
6:30 19 29 48 18:30 68 56 124 00:00 to 12:00
6:45 21 48 69 18:45 71 57 128 1482 1933 3415
7:00 40 53 93 19:00 79 55 134 8:00 7:45 7:45
7:15 41 90 131 19:15 58 44 102 298 425 722
7:30 43 96 139 19:30 43 51 94 0.847 0.916 0.965
7:45 71 116 187 19:45 38 38 76
8:00 83 99 182 20:00 34 33 67 12:00 to 00:00
8:15 88 98 186 20:15 49 44 93 3201 2699 5900
8:30 55 112 167 20:30 47 41 88 15:45 14:30 16:15
8:45 72 109 181 20:45 43 21 64 459 359 785
9:00 49 80 129 21:00 45 23 68 0.918 0.907 0.972
9:15 58 71 129 21:15 35 27 62
9:30 58 64 122 21:30 31 23 54 07:00 to 09:00
9:45 59 71 130 21:45 23 24 47 493 773 1266
10:00 69 67 136 22:00 19 25 44 8:00 7:45 7:45
10:15 58 78 136 22:15 25 18 43 298 425 722
10:30 74 79 153 22:30 15 13 28 0.847 0.916 0.965
10:45 65 68 133 22:45 11 6 17
11:00 73 62 135 23:00 10 12 22 16:00 to 18:00
11:15 65 65 130 23:15 9 12 21 851 612 1463
11:30 70 77 147 23:30 10 11 21 16:15 16:15 16:15
11:45 74 64 138 23:45 11 7 18 451 334 785
TOTALS 0 0 1482 1933 3415 TOTALS 0 0 3201 2699 5900 0.902 0.870 0.972 SPLIT % 0% 0% 43% 57% 37% SPLIT % 0% 0% 54% 46% 63%
Volume
Prepared by National Data & Surveying Services VOLUME
Orangeburg Ave Bet Coffee Rd & Oakdale Rd
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300
350
400
450
500 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 251 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 108 100%
107 99%
107 99%
1 107 99%
106 98%
3 106 98%
2 103 95%
7 101 94%
5 94 87%
6 89 82%
9 83 77%
15 74 69%
14 59 55%
10 45 42%
12 35 32%
8 23 21%
6 15 14%
5 9 8%
2 4 4%
1 2 2%
1 1 1%
108 85% SPEED: 38
30 - 39
85 35
4,072
35 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Orangeburg Ave DIRECTION: EB/SB
53 LIMITS: Orangeburg Ave Bet Oakdale Rd & Lakewood Ave LOCATION: Orangeburg Ave Bet Oakdale Rd & Lakewood Ave DATE: 09/18/2024 TIME: BEGIN: 11:00 END: 11:50 WEATHER: Clear / Dry RECORDER: MPH #3..
- 252 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 1
29 2
30 4
31 4
32 8
33 7
34 7
35 9
36 4
37 3
38 3
39 2
40 1
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 58 26 - 41 34 mph 37 mph 29 - 38 51 88% 5% / 3 7% / 4
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Eastbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 253 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 3
30 2
31 4
32 4
33 3
34 7
35 6
36 5
37 3
38 2
39 5
40 1
41 2
42 43 1
44 45
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 46 35 mph 39 mph 30 - 39 41 82% 8% / 4 10% / 5
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Westbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 254 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 2
29 5
30 6
31 8
32 12
33 10
34 14
35 15
36 9
37 6
38 5
39 7
40 2
41 3
42 43 1
44 45
46 1
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 108 26 - 46 34 mph 38 mph 30 - 39 92 85% 8% / 9 7% / 7
SPEED PARAMETERS
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
City of Modesto
Eastbound & Westbound Spot Speeds
11:00-11:50
9/18/2024
Project #: 24-090118-029
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 255 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_029
NB SB EB WB Total
0 0 3,064 3,220 6,284
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 5 8 13 12:00 46 46 92 00:00 01:00 18 14 32
0:15 4 2 6 12:15 44 48 92 01:00 02:00 12 7 19
0:30 5 4 9 12:30 41 41 82 02:00 03:00 10 7 17
0:45 4 0 4 12:45 41 54 95 03:00 04:00 8 19 27
1:00 2 2 4 13:00 55 40 95 04:00 05:00 9 25 34
1:15 5 4 9 13:15 41 58 99 05:00 06:00 36 45 81
1:30 3 0 3 13:30 39 46 85 06:00 07:00 69 83 152
1:45 2 1 3 13:45 48 43 91 07:00 08:00 109 269 378
2:00 2 0 2 14:00 50 42 92 08:00 09:00 150 284 434
2:15 3 0 3 14:15 46 56 102 09:00 10:00 127 199 326
2:30 2 2 4 14:30 59 40 99 10:00 11:00 165 192 357
2:45 3 5 8 14:45 61 64 125 11:00 12:00 177 178 355
3:00 3 3 6 15:00 69 47 116 12:00 13:00 172 189 361
3:15 2 2 4 15:15 70 74 144 13:00 14:00 183 187 370
3:30 0 8 8 15:30 64 72 136 14:00 15:00 216 202 418
3:45 3 6 9 15:45 82 62 144 15:00 16:00 285 255 540
4:00 0 8 8 16:00 75 51 126 16:00 17:00 303 223 526
4:15 2 4 6 16:15 76 58 134 17:00 18:00 331 244 575
4:30 3 5 8 16:30 77 75 152 18:00 19:00 225 203 428
4:45 4 8 12 16:45 75 39 114 19:00 20:00 160 155 315
5:00 8 9 17 17:00 101 63 164 20:00 21:00 137 109 246
5:15 7 7 14 17:15 80 63 143 21:00 22:00 92 60 152
5:30 7 15 22 17:30 73 61 134 22:00 23:00 45 44 89
5:45 14 14 28 17:45 77 57 134 23:00 00:00 25 27 52
6:00 16 20 36 18:00 63 64 127
6:15 13 16 29 18:15 59 50 109 NB SB EB WB TOTAL
6:30 20 18 38 18:30 49 46 95 00:00 to 12:00
6:45 20 29 49 18:45 54 43 97 890 1322 2212
7:00 27 34 61 19:00 41 41 82 10:45 7:30 7:30
7:15 29 46 75 19:15 39 43 82 193 375 509
7:30 25 78 103 19:30 49 37 86 0.832 0.845 0.915
7:45 28 111 139 19:45 31 34 65
8:00 41 90 131 20:00 31 26 57 12:00 to 00:00
8:15 40 96 136 20:15 46 30 76 2174 1898 4072
8:30 37 54 91 20:30 37 23 60 16:30 15:15 17:00
8:45 32 44 76 20:45 23 30 53 333 259 575
9:00 25 61 86 21:00 34 17 51 0.824 0.875 0.877
9:15 30 48 78 21:15 19 14 33
9:30 34 45 79 21:30 28 15 43 07:00 to 09:00
9:45 38 45 83 21:45 11 14 25 259 553 812
10:00 35 48 83 22:00 20 9 29 8:00 7:30 7:30
10:15 38 47 85 22:15 10 13 23 150 375 509
10:30 34 48 82 22:30 10 11 21 0.915 0.845 0.915
10:45 58 49 107 22:45 5 11 16
11:00 46 53 99 23:00 3 6 9 16:00 to 18:00
11:15 43 43 86 23:15 4 6 10 634 467 1101
11:30 46 40 86 23:30 8 6 14 16:30 17:00 17:00
11:45 42 42 84 23:45 10 9 19 333 244 575
TOTALS 0 0 890 1322 2212 TOTALS 0 0 2174 1898 4072 0.824 0.968 0.877 SPLIT % 0% 0% 40% 60% 35% SPLIT % 0% 0% 53% 47% 65%
Volume
Prepared by National Data & Surveying Services VOLUME
Orangeburg Ave Bet Oakdale Rd & Lakewood Ave
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 50
100
150
200
250
300
350 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
#3..
- 256 -
TOTAL VEHICLES CUMULATIVE VEHICLES CUMULATIVE %
1 106 100%
3 105 99%
4 102 96%
5 98 92%
10 93 88%
10 83 78%
16 73 69%
11 57 54%
11 46 43%
12 35 33%
8 23 22%
8 15 14%
7 7%
2 7 7%
3 5 5%
1 2 2%
1 1 1%
106 85% SPEED: 37
30 - 39
90 25
6,508
30 AVERAGE DAILY TRAFFIC:
RECOMMENDED SPEED: 16
15 TOTAL: 10 MPH PACE:
PERCENT IN PACE: POSTED SPEED LIMIT: 17
28 27
26 25
24 23
22 21
20 19
18 29
40 39
38 37
36 35
34 33
32 31
30 57
56 55
54 41
52 51
50 49
48 47
46 45
44 43
42 CITY OF MODESTO
ENGINEERING AND TRANSPORTATION DEPARTMENT
TRAFFIC DIVISION
RADAR SURVEY SHEET
STREET: Tully Road DIRECTION: NB/SB
53 LIMITS: Tully Rd Bet Coldwell Ave & 9th St
LOCATION: Tully Rd Bet Coldwell Ave & 9th St DATE: 09/18/2024 TIME: BEGIN: 12:45 END: 13:45 WEATHER: Clear / Dry RECORDER: MPH #3..
- 257 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 1
28 1
29 30 6
31 2
32 6
33 4
34 6
35 8
36 5
37 5
38 2
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 26 - 40 34 mph 37 mph 30 - 39 46 92% 6% / 3 2% / 1
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Northbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 258 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 2
28 1
29 30 2
31 6
32 6
33 7
34 5
35 8
36 5
37 5
38 3
39 2
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 56 25 - 41 34 mph 37 mph 30 - 39 49 88% 7% / 4 6% / 3
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Southbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 259 -
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 3
28 2
29 30 8
31 8
32 12
33 11
34 11
35 16
36 10
37 10
38 5
39 4
40 3
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 25 - 41 34 mph 37 mph 30 - 39 95 90% 6% / 7 4% / 4
SPEED PARAMETERS
Tully Rd Bet Coldwell Ave & 9th St
City of Modesto
Northbound & Southbound Spot Speeds
12:45-13:45
9/18/2024
Project #: 24-090118-030
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
#3..
- 260 -
Day: Tuesday City: Modesto
Date: Project #: CA24_090117_030
NB SB EB WB Total
4,712 5,525 0 0 10,237
TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 7 6 13 12:00 88 83 171 00:00 01:00 19 17 36
0:15 5 4 9 12:15 95 90 185 01:00 02:00 11 18 29
0:30 4 3 7 12:30 117 88 205 02:00 03:00 11 15 26
0:45 3 4 7 12:45 94 67 161 03:00 04:00 6 20 26
1:00 5 1 6 13:00 68 65 133 04:00 05:00 29 38 67
1:15 2 8 10 13:15 72 61 133 05:00 06:00 64 102 166
1:30 3 5 8 13:30 76 78 154 06:00 07:00 131 151 282
1:45 1 4 5 13:45 58 79 137 07:00 08:00 265 369 634
2:00 3 2 5 14:00 87 82 169 08:00 09:00 288 324 612
2:15 0 3 3 14:15 104 93 197 09:00 10:00 296 360 656
2:30 1 3 4 14:30 92 62 154 10:00 11:00 230 278 508
2:45 7 7 14 14:45 78 126 204 11:00 12:00 375 312 687
3:00 0 3 3 15:00 105 134 239 12:00 13:00 394 328 722
3:15 3 4 7 15:15 85 142 227 13:00 14:00 274 283 557
3:30 2 7 9 15:30 94 135 229 14:00 15:00 361 363 724
3:45 1 6 7 15:45 138 97 235 15:00 16:00 422 508 930
4:00 7 12 19 16:00 126 162 288 16:00 17:00 458 715 1173 4:15 6 6 12 16:15 130 187 317 17:00 18:00 429 634 1063
4:30 4 7 11 16:30 93 165 258 18:00 19:00 209 258 467
4:45 12 13 25 16:45 109 201 310 19:00 20:00 171 136 307 5:00 14 20 34 17:00 119 157 276 20:00 21:00 125 119 244 5:15 14 20 34 17:15 118 206 324 21:00 22:00 70 99 169
5:30 10 38 48 17:30 108 126 234 22:00 23:00 51 48 99
5:45 26 24 50 17:45 84 145 229 23:00 00:00 23 30 53
6:00 33 25 58 18:00 66 65 131
6:15 30 32 62 18:15 53 80 133 NB SB EB WB TOTAL
6:30 31 36 67 18:30 49 63 112 00:00 to 12:00
6:45 37 58 95 18:45 41 50 91 1725 2004 3729
7:00 48 55 103 19:00 54 46 100 10:45 7:30 10:45
7:15 70 75 145 19:15 38 34 72 383 432 718
7:30 67 119 186 19:30 44 34 78 0.725 0.900 0.774
7:45 80 120 200 19:45 35 22 57
8:00 70 114 184 20:00 36 41 77 12:00 to 00:00
8:15 59 79 138 20:15 29 33 62 2987 3521 6508
8:30 76 68 144 20:30 16 22 38 15:30 16:30 16:00
8:45 83 63 146 20:45 44 23 67 488 729 1173
9:00 57 97 154 21:00 25 32 57 0.884 0.885 0.925
9:15 100 127 227 21:15 20 23 43
9:30 77 83 160 21:30 14 25 39 07:00 to 09:00
9:45 62 53 115 21:45 11 19 30 553 693 1246
10:00 45 59 104 22:00 18 16 34 8:00 7:30 7:15
10:15 43 51 94 22:15 13 9 22 288 432 715
10:30 57 70 127 22:30 11 11 22 0.867 0.900 0.894
10:45 85 98 183 22:45 9 12 21
11:00 132 100 232 23:00 6 11 17 16:00 to 18:00
11:15 87 80 167 23:15 12 4 16 887 1349 2236
11:30 79 57 136 23:30 2 8 10 16:00 16:30 16:00
11:45 77 75 152 23:45 3 7 10 458 729 1173
TOTALS 1725 2004 0 0 3729 TOTALS 2987 3521 0 0 6508 0.881 0.885 0.925 SPLIT % 46% 54% 0% 0% 36% SPLIT % 46% 54% 0% 0% 64%
Volume
Prepared by National Data & Surveying Services VOLUME
Tully Rd Bet Coldwell Ave & 9th St
9/24/2024
DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME
STATISTICS Peak Period Volume
Peak Hour Peak Volume Peak Hour Factor Peak Period Volume Peak Hour Peak Volume Peak Hour Factor Peak Period Peak Hour Peak Volume Peak Hour Factor Peak Hour Peak Volume Peak Hour Factor Peak Period Volume 0 100
200
300
400
500
600
700
800 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00
NB SB EB WB
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SHARE THIS: Date Published: 10/11/2021 02:00 PM
AB-43 Traffic safety. (2021-2022)
Assembly Bill No. 43
CHAPTER 690
An act to amend Sections 627, 21400, 22352, 22354, 22358, and 40802 of, and to add Sections 22358.6, 22358.7, 22358.8, and 22358.9 to, the Vehicle Code, relating to traffic safety. [ Approved by Governor October 08, 2021. Filed with Secretary of State October 08, 2021. ]
LEGISLATIVE COUNSEL'S DIGEST
AB 43, Friedman. Traffic safety.
(1) Existing law establishes various default speed limits for vehicles upon highways, as specified. Existing law authorizes state and local authorities to adjust these default speed limits, as specified, based upon certain findings determined by an engineering and traffic survey. Existing law defines an engineering and traffic survey and prescribes specified factors that must be included in the survey, including prevailing speeds and road conditions. Existing law authorizes local authorities to consider additional factors, including pedestrian and bicyclist safety.
This bill would authorize local authorities to consider the safety of vulnerable pedestrian groups, as specified. (2) Existing law establishes a prima facie speed limit of 25 miles per hour on any highway, other than a state highway, located in any business or residence district, as defined. Existing law authorizes a local authority to change the speed limit on any such highway, as prescribed, including erecting signs to give notice thereof.
This bill would establish a prima facie speed limit of 25 miles per hour on state highways located in any business or residence district and would authorize the Department of Transportation (Caltrans) to change the speed limit on any such highway, as prescribed, including erecting signs to give notice thereof. (3) Existing law establishes a speed limit of 65 miles per hour on state highways, as specified. Existing law authorizes Caltrans to declare a speed limit on any such highway, as prescribed, of 60, 55, 50, 45, 40, 35, 30, or 25 miles per hour, including erecting signs to give notice thereof. Existing law also authorizes a local authority, on a section of highway, other than a state highway, where the speed limit is 65 miles per hour to declare a lower speed limit, as specified.
This bill would additionally authorize Caltrans and a local authority to declare a speed limit of 20 or 15 miles per hour, as specified, on these highways.
(4) Existing law authorizes a local authority, without an engineering and traffic survey, to declare a lowered speed limit on portions of highway, as specified, approaching a school building or school grounds. Existing law Home Bill Information California Law Publications Other Resources My Subscriptions My Favorites #3..
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limits this authority to sections of highway meeting specified requirements relating to the number of lanes and the speed limit of the highway before the school zone.
This bill would similarly authorize a lowered speed limit on a section of highway contiguous to a business activity district, as defined, and would require that certain violations be subject to a warning citation, for the first 30 days of implementation.
(5) Existing law requires Caltrans, by regulation, to provide for the rounding up or down to the nearest 5 miles per hour increment of the 85th percentile speed of free-flowing traffic on a portion of highway as determined by a traffic and engineering survey. Existing law requires the Judicial Council to create and implement an online tool by June 30, 2024, for the adjudication of traffic infractions, among other things.
This bill would authorize a local authority to further reduce the speed limit, as specified, and require that certain violations be subject to a warning citation, for the first 30 days of implementation. The bill would, in some circumstances, authorize the reduction of a speed limit beginning June 30, 2024, or when the Judicial Council has developed an online tool for adjudicating traffic infraction violations, whichever is sooner. The bill would require Caltrans to accordingly revise the California Manual on Uniform Traffic Control Devices, as specified. (6) Existing law defines a speed trap and prohibits evidence of a driver’s speed obtained through a speed trap from being admissible in court in any prosecution against a driver for a speed-related offense. Existing law deems a road where the speed limit is not justified by a traffic and engineering survey conducted within the previous 7 years to be a speed trap, unless the roadway has been evaluated by a registered engineer, as specified, in which case the speed limit remains enforceable for a period of 10 years. Existing law exempts a school zone, as defined, from certain provisions relating to defining a speed trap.
This bill would extend the period that a speed limit justified by a traffic and engineering survey conducted more the 7 years ago remains valid, for purposes of speed enforcement, if evaluated by a registered engineer, as specified, to 14 years.
This bill would also exempt a senior zone and business activity district, as defined, from those provisions.
Vote: majority Appropriation: no Fiscal Committee: yes Local Program: no THE PEOPLE OF THE STATE OF CALIFORNIA DO ENACT AS FOLLOWS:
SECTION 1. Section 627 of the Vehicle Code is amended to read:
627. (a) “Engineering and traffic survey,” as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures. (B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. (C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B). #3..
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(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
SEC. 2. Section 21400 of the Vehicle Code is amended to read:
21400. (a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.
(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway. (c) Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway. (d) Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.
SEC. 3. Section 22352 of the Vehicle Code is amended to read:
22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagperson is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.
(3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.
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SEC. 4. Section 22354 of the Vehicle Code is amended to read:
22354. (a) Whenever the Department of Transportation determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of a state highway where the limit of 65 miles is applicable, the department may determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the highway. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
SEC. 5. Section 22358 of the Vehicle Code is amended to read:
22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
SEC. 6. Section 22358.6 is added to the Vehicle Code, to read:
22358.6. The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic.
However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. A local authority may additionally lower the speed limit as provided in Sections 22358.7 and 22358.8.
SEC. 7. Section 22358.7 is added to the Vehicle Code, to read:
22358.7. (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors.
(2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System. (2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section. #3..
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SEC. 8. Section 22358.8 is added to the Vehicle Code, to read:
22358.8. (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
SEC. 9. Section 22358.9 is added to the Vehicle Code, to read:
22358.9. (a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway. (2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Sections 22358.7 and 22358.8. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
SEC. 10. Section 40802 of the Vehicle Code is amended to read:
40802. (a) A “speed trap” is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, #3..
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22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, school zone, senior zone, or business activity district. (b) (1) 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. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section, “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.
(3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352. (4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section. (c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Highway Traffic Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
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(B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that 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, 14 years. (ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, or business activity district.
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