CITY COUNCIL MEETING
TUESDAY, OCTOBER 06, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625 AGENDA
In compliance with the Americans with Disabilities Act, if you need assistance or accommodations to access the City Council Chambers or participate in this meeting, please contact the Clerk at (559) 834-3113 x102. Notification at least 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility.
City Council meetings are open to the public at the physical address listed above. There are numerous ways to participate in the City Council meetings: you may attend in person, you may appear by telephone as described below, or you may submit written comments via email to [email protected]. Please include your name and reference the agenda item you are commenting on, if any. Written comments received that do not specify an agenda item will be marked for the general public comment portion of the agenda. Emails received by 8:00 am on the date of the meeting will be provided to the City Council at the meeting and made part of the record of proceedings but will not be read aloud.
https://us06web.zoom.us/j/81802664574?pwd=_VoSprB3eG1WLGGZNStiW6PriaK5eg.w5M4L P5WpArLW2eX
Telephone Number: (253) 215-8782
Meeting ID: 818 0266 4574
Passcode: 153501
Persons accessing the meeting will have an opportunity to provide comments at appropriate times during the meeting. To speak during a public comment period, press *9 on your phone to raise your hand or click “raise hand” in the webinar. At the appropriate time, you will be prompted to unmute yourself, and asked to identify yourself when providing public comment.
Any writing or document that is a public record and provided to a majority of the City Council regarding an open session item on the agenda will be made available for public inspection at City Hall, in the City Clerk's office, during normal business hours. In addition, such writings and documents may be posted on the City's website at https://fowlercity.org.
Resolutions and Ordinances - With respect to the approval of resolutions and ordinances, the reading of the title thereto shall be deemed a motion to waive a reading of the complete resolution or ordinance and unless there is a request by a Councilmember that the resolution or ordinance be read in full, further reading of the resolution or ordinance shall be deemed waived by unanimous consent of the Council.
1. MEETING CALLED TO ORDER
1 2. ROLL CALL
3. APPROVAL OF AGENDA
4. INVOCATION BY PASTOR BOBBY DELEON OF FOUNTAIN OF HOPE APOSTOLIC CHURCH
5. PLEDGE OF ALLEGIANCE
6. COMPREHENSIVE ECONOMIC DEVELOPMENT STRATEGY PRESENTATION BY
FRESNO COUNTY EDC
7. PUBLIC COMMENT
This portion of the meeting is reserved for persons desiring to address the Council on any matter not described on this agenda. Presentations are limited to 3 minutes per person and no more than 15 minutes per topic.
8. CONSENT CALENDAR
Items on the Consent Calendar are considered routine and include a recommended action from Staff and shall be acted on by one motion of the Council. If a Councilmember requests additional information or would like to pull an item for discussion, that item shall be pulled from the Consent Calendar and acted upon separately. A Councilmember may register an action on an individual item without pulling the item from the Consent Calendar. A motion to approve the Consent Calendar is deemed to include a motion to waive the full reading of any ordinance or resolution on the Consent Calendar. For adoption of ordinances, only those which received a unanimous vote of the Councilmembers present at introduction shall be eligible for placement on the Consent Calendar.
8A RATIFY Pay Warrants for October 6, 2026
8B APPROVE Minutes of the September 1, 2026 City Council meeting 8C CONSIDER Resolution No. 2861 changing the currently scheduled Veterans Day event from November 7, 2026, to November 11, 2026, as recommended by the Recreation Commission.
Staff Recommendation: Approve Resolution No. 2861
8D CONSIDER Resolution No. 2862 Authorizing the City Manager to execute agreements with the California Department of Transportation for the City of Fowler Sustainable Transportation Planning Grant Program Application Staff Recommendation: Adopt Resolution No. 2862
8E CONSIDER:
i. Appointment of Patrick Hernandez to the City of Fowler Recreation Commission for the portion of unexpired term ending 12/31/27 2 ii. Appointment of Sarah Mendes to the City of Fowler Recreation Commission for the portion of unexpired term ending 12/31/27
9. CONTESTED CONSENT CALENDAR
Items pulled from the Consent Calendar will be heard individually immediately after action is taken on the Consent Calendar.
10. GENERAL ADMINISTRATION
Finance
A DIRECTION: provide direction to staff regarding applying for a Statewide Parks Program Grant
Information Technology
B CONSIDER: Approving Resolution No. 2858, Approving an Agreement with Unity IT for General IT Services for a Period of Three Years, with an Option for Two One-Year extensions, and Authorizing the City Manager to Execute the Agreement.
Planning
C CONSIDER: the Introduction and waiver of the first reading of Ordinance No. 2026- 08, which:
i. Finds that Zoning Text Amendment No. 26-14 is exempt from further environmental analysis pursuant to CEQA Guidelines section 15061, subdivision (b)(3), and;
ii. Approves Zoning Text Amendment No. 26-14 amending various sections of the Fowler Zoning Ordinance related to development standards and definitions.
Staff Recommendation: Introduce and waive first reading by title only of Ordinance No. 2026-08.
D CONSIDER:
i. Resolution No. 2859, finding that Planning Project No. 25-19 is consistent with the General Plan and General Plan Environmental Impact Report and approving the Vesting Tentative Subdivision Map proposed under Planning Project No. 25-
19. Staff Recommendation: Adopt Resolution No. 2859
Public Works
E CONSIDER approval of Amendment No. 5 to the Well No. 9 Drought Resiliency Project Agreement for a Funding Increase and Time Extension, and Authorize the City Manager to Execute the Amendment.
3 Staff Recommendation: Approve Amendment No. 5 and authorize the City Manager to execute the amendment
Fire
F APPROVE Resolution No. 2860 acknowledging acceptance of a report on the City’s compliance with SB 1205 and California Health & Safety Code 13146.4 Staff Recommendation: Approve Resolution No. 2860
G PRESENTATION: Quarterly Update by Chief Dustin Hail, Fresno County Fire Protection District
11. STAFF COMMUNICATIONS
12. COUNCILMEMBER REPORTS AND COMMENTS
13. ADJOURN
Next Ordinance No. 2026-09
Next Resolution No. 2863
CERTIFICATION: I, Angela Vasquez, City Clerk of the City of Fowler, California, hereby certify that the foregoing agenda was posted for public review on Thursday, October 1, 2026.
Angela Vasquez, CPMC
City Clerk
4 CHECK NUMBERS CHECK DATES AMOUNT
ACCOUNTS PAYABLE CHECKS
Regular checks 47214-47377 August 26 - September 23 $ 1,583,367.02 TOTAL ACCOUNTS PAYABLE CHECKS $ 1,583,367.02
PAYROLL COSTS
First September Bi-Weekly Payroll $ 143,757.50
Second September Bi-Weekly Payroll $ 141,276.35
TOTAL PAYROLL COSTS $ 285,033.85
TOTAL CASH DISBURSEMENTS $ 1,868,400.87
NOTE:
Checks voided 47272-47277
CITY OF FOWLER
WARRANTS LIST
October 6, 2026
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CITY COUNCIL MEETING
TUESDAY, SEPTEMBER 01, 2026 at 6:00 PM
CITY COUNCIL CHAMBER – 128 SOUTH 5TH STREET, FOWLER, CA 93625
MINUTES
1. MEETING CALLED TO ORDER
Mayor Mejia called the meeting to order at 6:00 p.m.
2. ROLL CALL
PRESENT
Juan Mejia
Amarjeet Gill
Daniel Parra
ABSENT
Karnig Kazarian
Councilmember Kazarian arrived at 6:02 p.m.
City Staff Present: Assistant City Manager Rocha, City Attorney Santos, Finance Director Banda, Community & Economic Development Director Flood, Sergeant Haro, Recreation & Senior Center Supervisor Brittany Hernandez, City Planner Marple, City Engineer Park, City Clerk Vasquez
6. PUBLIC COMMENT
Four members of the public spoke.
7. CONSENT CALENDAR
One member of the public spoke.
Motion made by Kazarian, Seconded by Parra.
Voting Yea: Mejia, Gill, Kazarian, Parra
A. RATIFY Pay Warrants for September 1, 2026
B. APPROVE Minutes of the August 6, 2026 Special City Council meeting C. APPROVE Minutes of the August 18, 2026 City Council meeting D. APPROVE Resolution No. 2856, approving amendments to and adoption of the City’s Conflict of Interest Code
43 Section 8, Item 8B
Staff Recommendation: Approve Resolution No. 2856
E. ACCEPT the Credit Card Usage and Donation Report for January 1 through June 30, 2026.
Staff Recommendation: Accept the Credit Card Usage and Donation Report for January 1 through June 30, 2026.
9. GENERAL ADMINISTRATION
Planning
A. CONSIDER: Approving Resolution No. 2857, approving a Sixth Amendment to the On-Call Engineering Services Agreement and a Fourth Amendment to the On-Call Planning Services Agreement with Provost & Pritchard Consulting Group, setting effective rates through the end of Fiscal Year 2026-2027.
Staff Recommendation: Approve Resolution No. 2857
Motion made by Gill, Seconded by Kazarian.
Voting Yea: Mejia, Gill, Kazarian, Parra
10. STAFF COMMUNICATIONS
Updates were given by Finance Director Banda, Recreation & Senior Center Supervisor Brittany Hernandez, Community & Economic Director Flood, City Clerk Vasquez, City Engineer Park, and Assistant City Manager Rocha.
11. COUNCILMEMBER REPORTS AND COMMENTS
An update was given by Mayor Mejia.
12. CLOSED SESSION
Pursuant to Government Code Section 54956.95
Conference with Legal Counsel - Liability Claims
Consideration of Claim No. 12026, by Mr. L. Baker, relating to his employment with the City of Fowler as a police officer
The meeting went into closed session at 6:39 p.m.
13. RECONVENE INTO OPEN SESSION AND REPORT ACTION
The meeting reconvened into open session at 6:55 p.m.
By consensus of all four Councilmembers, the City rejected Claim No. 12026.
14. ADJOURN
Having no further business, the meeting was adjourned at 6:55 p.m. 44 Section 8, Item 8B
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: October 6, 2026
FROM: BRITTANY HERNANDEZ, Senior Center / Recreation Supervisor SUBJECT: CONSIDER Resolution No. 2861 changing the currently scheduled Veterans Day event from November 7, 2026, to November 11, 2026, as recommended by the Recreation Commission.
Staff Recommendation: Approve Resolution No. 2861
EXECUTIVE SUMMARY
The Recreation Commission has recommended changing the date of the City’s 2026 Veterans Day event from November 7, 2026, to November 11, 2026. Approval of the proposed resolution will allow staff to proceed with event planning and public outreach.
BACKGROUND
During its annual event planning process, the Recreation Commission established dates for the City’s community events for calendar year 2026. The proposed event schedule was subsequently presented to and approved by the City Council.
At its meeting on July 28, 2026, the Recreation Commission considered a request to amend the previously approved Veterans Day Event date. Following discussion, the Recreation Commission approved a motion recommending that the City Council change the event date from November 7, 2026 to November 11, 2026.
Because the event schedule was previously approved by the City Council, any modification to the approved schedule requires City Council consideration and action. Advisory commissions generally provide recommendations to the City Council, which retains final authority over approved City event schedules.
PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act. 45 Section 8, Item 8C
GENERAL PLAN CONSISTENCY
This action is consistent with:
General Plan Goal OS-3
Recreational programming and facilities meet the needs of community members of all ages and abilities.
General Plan Policy ED-12
Support the development of civic amenities, including community entertainment venues, community events, and other opportunities that increase quality of life, visitation, and position Fowler as a center for recreation and entertainment in Fresno County.
FISCAL IMPACT
All staff costs incurred by the event will be absorbed by each individual department.
PROCUREMENT PROCESS
No procurement is associated with this action
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Resolution No. 2861
46 Section 8, Item 8C
4912-8685-1029 v1
RESOLUTION NO. 2861
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER
CHANGING THE DATE OF THE 2026 VETERANS DAY EVENT
WHEREAS, the City Council previously approved the 2026 community events calendar, including the date for the Veterans Day Event; and
WHEREAS, the Recreation Commission reviewed the Veterans Day Event date at its meeting on July 28, 2026, and approved a motion recommending a change to the event date; and WHEREAS, the Recreation Commission recommended changing the Veterans Day Event from November 7, 2026, to November 11, 2026; and
WHEREAS, the City Council has reviewed the recommendation of the Recreation Commission and finds that amending the event date is in the best interest of the community.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler does hereby move the Veterans Day Event from November 7, 2026, to November 11, 2026.
PASSED, APPROVED AND ADOPTED this 6th day of October 2026, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:__________________________
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
47 Section 8, Item 8C
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: October 6, 2026
FROM: DAWN E. MARPLE, City Planner
SUBJECT: CONSIDER Resolution No. 2862 Authorizing the City Manager to execute agreements with the California Department of
Transportation for the City of Fowler Sustainable Transportation Planning Grant Program Application
Staff Recommendation: Adopt Resolution No. 2862
EXECUTIVE SUMMARY
Staff recommends that the City Council approve a resolution authorizing the City Manager to execute agreements with the California Department of Transportation for the City of Fowler Sustainable Transportation Planning Grant Program application.
BACKGROUND
The City is seeking funds from the California Department of Transportation. The resolution is required as part of the award process. Having the resolution completed when submitting an application is advantageous and staff strive to do so whenever possible.
The grant application is due October 9, 2026. Staff are preparing an application for a Climate Adaptation Plan. The proposed Plan would review climate vulnerabilities within the existing roadway network, primarily related to the storm drain network. The City of Fowler experiences isolated flooding in the downtown area which impacts roadway and community connectivity.
The proposed Plan would conduct a vulnerability analysis of existing drainage systems, assess the potential impacts of climate change, and propose improvements to minimize flooding impacts to Fowler’s transportation system.
PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act. 48 Section 8, Item 8D
GENERAL PLAN CONSISTENCY
General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.
General Plan Goal MOB-2
The circulation system is safe, connected, and well-integrated with public transit and neighboring jurisdictions.
General Plan Policy MOB-4
Support the creation of a transportation network that provides for efficient movement of people and goods while accounting for environmental effects.
General Plan Policy MOB-28
Seek all available means to finance improvements, including State and Federal grants General Plan Goal SAF-1
The community is resilient to the effects of a changing climate.
General Plan Goal SAF-4
Minimize risk from hazardous materials, flooding, seismic, and fire hazards.
FISCAL IMPACT
If awarded, the grant award would have a positive fiscal impact for the City.
PROCUREMENT PROCESS
If awarded the procurement processes of the City of Fowler and of the California Department of Transportation will be adhered to.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Resolution No. 2862
49 Section 8, Item 8D
RESOLUTION NO. 2862
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER
AUTHORIZING THE CITY MANAGER TO EXECUTE AGREEMENTS WITH THE
CALIFORNIA DEPARTMENT OF TRANSPORTATION FOR THE CITY OF FOWLER
SUSTAINABLE TRANSPORTATION PLANNING GRANT PROGRAM APPLICATION WHEREAS, the City Council of the City of Fowler is eligible to receive Federal and/or State funding for certain transportation related plans, through the California Department of Transportation; and
WHEREAS, a Restricted Grant Agreement is needed to be executed with the California Department of Transportation before such funds can be reimbursed through the Transportation Planning Grant Program; and
WHEREAS, the City of Fowler wishes to delegate authorization to execute these agreements and any amendments thereto;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler authorize the City Manager, or designee, to execute all Restricted Grant Agreements and any amendments thereto with the California Department of Transportation.
PASSED, APPROVED AND ADOPTED this 6th day of October 2026, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:__________________________
ROY C. SANTOS, City Attorney
50 Section 8, Item 8D
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: October 6, 2026
FROM: MATT FLOOD, Community & Economic Development Director SUBJECT: CONSIDER: Approving Resolution No. 2858, Approving an Agreement with Unity IT for General IT Services for a Period of Three Years, with an Option for Two One-Year extensions, and Authorizing the City Manager to Execute the Agreement.
EXECUTIVE SUMMARY
Council to consider approving an Agreement with Unity IT for General IT services to be provided to the City of Fowler.
BACKGROUND
Currently the City has a contract with BCT Consulting, Inc., which is now on a month-tomonth basis due to the termination of the stated term.
Staff put out a Request For Proposals (RFP) for General IT services and had a selection committee comprised of the Assistant City Manager, Police Chief, and Community and Economic Development Director to interview the top qualifying firms and choose the best respondent. The scope of services of an IT firm that wishes to serve a municipality requires a unique understanding of security (especially for law enforcement), public utilities, and other functions specific to municipalities.
While each of the interviewed firms met the basic requirements, staff held serious concerns due to all responding firms being outside of the Fresno region. After significant consideration and several meetings of the selection committee, there was a general sentiment that none of the firms would be optimally suited to serve Fowler.
The selection committee determined that a rejection and re-issuing of the RFP might take additional time and resources while not producing an optimum vendor. So, in order to ensure the public interest, staff communicated with nearby cities to see which firms were being used with the hope of directly selecting a qualified firm.
Staff determined that Unity IT, who serves Reedley, Sanger, and the Fresno County Sheriff’s Office, would be a good candidate and contacted them to commence negotiations.
Staff worked with Unity IT to create an agreement with a monthly fee for services and a three-year term with two optional 1-year extensions, attached for Council review. 51 Section 10, Item B
PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.
GENERAL PLAN CONSISTENCY
IT services are applicable to the implementation of all General Plan Goals, Policies, and Action Items, being a core service for all staff to perform their jobs and serve the community.
FISCAL IMPACT
The expenses for the agreement are a $6665.85 monthly flat charge for inclusive services, with a limitation that the initial three-year term cannot exceed $250,000 total.
The agreement stipulates up to an annual 5% increase in vendor’s monthly charge with notice to the City, to reflect index price changes.
PROCUREMENT PROCESS
This process was brough to the City Council, being an agreement that exceeds $50,000 in a fiscal year. Staff performed a Public Bid consistent with the City of Fowler’s Purchasing Policy but rejected all received responses. Also in conformance with the Purchasing Policy, staff determined that the procurement of these services constitutes a “Professional Service” that was found by trial to be not feasible for subsequent bidding. As such, staff is documenting the reason of preserving the public’s resources as the justification for direct procurement of this uniquely qualified vendor.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Attachment 1: Unity IT Managed IT Service Proposal
- Resolution No. 2858 with Exhibits:
• Exhibit A: City of Fowler Contract Services Agreement for Professional Services, with three exhibits of its own:
• “Exhibit A”: Scope of Services
• “Exhibit B”: Insurance Requirements
• “Exhibit C”: Certificate of Insurance (to be provided by Vendor) 52 Section 10, Item B
Managed IT Service Proposal
Prepared for:
City of Fowler
Matt Flood
[email protected]
ATTACHMENT 1
53 Section 10, Item B
August 21, 2026
City of Fowler
Matt Flood
128 S. 5th Street
Fowler, CA 93625
[email protected]
Dear Matt,
Thank you for the opportunity to provide a proposal for managed IT services. Since 2004, we've been committed to delivering dependable IT support throughout the greater Fresno area. Today, we manage hundreds of networks across the Central Valley and support municipalities, public agencies, businesses, and nonprofit organizations.
Drawing on this experience, we developed the Encompass IT Support Plan to provide organizations with a proactive, predictable, and fully managed approach to technology support. Designed to reduce downtime, improve security, and simplify budgeting, Encompass serves as a complete outsourced IT solution for your organization.
Encompass includes:
Unlimited help desk support
System administration
Scheduled onsite visits
24/7 system monitoring
Project management
IT consulting
Procurement management
Asset and license tracking
Third-party vendor coordination
The Encompass plan is offered at a predictable monthly rate per supported device, with no long-term contracts—making budgeting simple and transparent.
With decades of combined industry experience, we are confident in our ability to deliver measurable value to your organization. Our team holds Microsoft certifications and maintains strategic partnerships with leading technology vendors. Recognizing the critical importance of data security, particularly when handling sensitive customer and product information, we require all team members to undergo comprehensive background checks that meet the standards of the law enforcement agencies we serve.
We believe our proven track record, proactive service model, and comprehensive IT management capabilities make Unity IT the ideal technology partner for your organization.
If you have any questions or would like further details, please don’t hesitate to reach out at any time.
Kip Haroldsen, President
Unity IT - Quote # 301544 v14 2 / 9
54 Section 10, Item B
Encompass IT Support Program Outline
The Encompass IT Support Program provides proactive management, support, and security services designed to maximize system reliability, performance, and user productivity. It includes comprehensive outsourced IT services, including monitoring, maintenance, updates, and project support, all for a predictable flat monthly rate. A detailed overview of the program is provided below.
Service Desk
Encompass clients enjoy unlimited access to our Service Desk, with service options available during standard business hours (8x5) or around the clock (24x7). All support requests are handled by experienced engineers, ensuring fast and knowledgeable assistance. Our technicians can remotely access supported systems, allowing them to begin resolving issues promptly.
System Administration
All system administration tasks are fully covered under the Encompass program:
• User Account Maintenance
• Email Management
• Folder Management
• Printer Support
• Group Policy Management
• Software Management
Onsite Maintenance & Support
When needed and on a scheduled basis, our skilled technicians can be dispatched to your office to address tasks that cannot be resolved remotely.
This includes deploying new equipment, relocating workstations, troubleshooting hardware issues, and other onsite support needs. Visits are scheduled according to your organization's requirements. 3rd Party Vendor Support - Single Point of Contact
Unity IT serves as your single point of accountability for technology issues, coordinating directly with vendors and service providers on your behalf. If a problem involves a third-party vendor, such as an Internet Service Provider or software developer, we manage the process from initial engagement through resolution. This allows your team to remain focused on day-to-day operations while we handle vendor coordination.
Data Backup Management
We continuously monitor backup jobs for critical systems and promptly address any issues that arise. This proactive approach helps ensure backup integrity and supports reliable data recovery when needed.
Performance & Availability Monitoring
Unity IT provides 24/7 monitoring of critical systems to identify and address potential issues before they negatively impact business operations.
When a performance issue or alert is detected, our support team is immediately notified and can begin remediation efforts without delay.
Moves, Adds or Changes
Encompass includes support for equipment moves, additions, and changes, whether it's a workstation relocation or a complete office move. When equipment upgrades or replacements are required, we provide recommendations, obtain competitive quotes, perform installation and configuration, and assist users through the transition process.
Project Management
Organizations regularly undertake technology initiatives that require planning, coordination, and execution. As an Encompass client, you receive end-to-end IT project management services, from planning and design through implementation and completion. We also coordinate directly with third-party vendors to help ensure projects are delivered efficiently and successfully.
Asset / License Management
Using the Encompass monitoring platform, we maintain detailed information about managed assets, including make, model, serial number, and installed software. This information supports lifecycle planning, budgeting, and equipment replacement strategies. It also assists with software audit preparation and license management.
Periodic Review Meetings
Regular review meetings are conducted to evaluate system performance, review service trends, discuss priorities, and address concerns. These meetings help ensure technology objectives remain aligned with organizational goals and that Unity IT continues delivering measurable value.
Mobile / Remote Worker Support
Encompass provides support for phones, tablets, and laptops used by remote employees, helping ensure users remain connected, secure, and productive regardless of location.
Unity IT - Quote # 301544 v14 3 / 9
55 Section 10, Item B
Procurement Management
When technology purchases are required, we manage the procurement process from quote generation through acquisition and delivery, helping streamline purchasing and ensure compatibility with your existing environment.
Software Updates
Unpatched systems represent one of the most common causes of security vulnerabilities in modern IT environments. The Encompass program includes proactive patch management for operating systems and supported applications, with customizable deployment schedules designed to minimize user disruption. Updates are typically installed after business hours, along with any required reboots.
Major Software Upgrades
The Encompass program includes support for major software upgrades. Whenever practical, we recommend testing upgrades prior to production deployment to identify and mitigate potential compatibility issues. If testing is not feasible, full system backups are completed before implementation to provide rollback capabilities if needed.
Technology Planning & Budgeting
Our team provides strategic technology planning, lifecycle management, budgeting assistance, capacity planning, and modernization recommendations. These services help ensure technology investments remain aligned with organizational objectives and future growth requirements.
Security Services
Unity IT's security services are designed to help protect your organization from evolving cyber threats. Using industry best practices, layered security controls, continuous monitoring, and leading security technologies, we deliver a comprehensive approach to risk reduction and system protection.
Monthly Reporting
Detailed monthly reports provide insight into system performance, availability, completed service activities, and overall network health. These reports help maintain visibility into your IT environment and the services being delivered.
Client Portal
Our secure online client portal provides convenient access to support tickets, service history, and invoice management, giving you visibility and control over your IT services.
Unity IT - Quote # 301544 v14 4 / 9
56 Section 10, Item B
Monthly Subtotal $6,025.00
Discount ($400.00)
Monthly Subtotal $1,320.00
Discount ($1,320.00)
Unity IT
2565 Alluvial Ave STE 132
Clovis, CA 93611
United States
T: 559-297-1007
Quote # 301544 v14
Date August 21, 2026
Expires September 19, 2026
Contact Kip Haroldsen
Prepared for City of Fowler
Matt Flood
128 S. 5th Street
Fowler, CA 93625
United States
T: 559.834.3113
E: [email protected]
Managed IT Services
Workstation / Server Support
Monthly Fees
Item Qty Price Total
Unlimited Support 24x7 Per Workstation 45 $125.00 $5,625.00† Unlimited Support 24x7 Per Server - Included
100% Item Discount ($400.00)
2 $200.00 $400.00
$0.00†
* Recurring fees billed monthly with 0 upfront payment(s).
On-site Technician Visits
Monthly Fees
Item Qty Price Total
Scheduled On-Site Support Visits - 2 Included Per Month 100% Item Discount ($660.00)
1 $660.00 $660.00
$0.00†
Priority Emergency On-Site Support Visits - 2 Included Per Month 100% Item Discount ($660.00)
1 $660.00 $660.00
$0.00†
* Recurring fees billed monthly with 0 upfront payment(s).
ACCEPT QUOTE
Unity IT - Quote # 301544 v14 5 / 9
57 Section 10, Item B
Monthly Subtotal $500.00
Discount ($500.00)
Monthly Subtotal $650.00
Discount ($650.00)
Project Support
Monthly Fees
Item Qty Price Total
Project Related IT Support - Included
Project related services include items that fall outside of standard maintenance, such as:
Server Replacements / Migration
Major Software Update
New Software Installations
Network Upgrades
100% Item Discount ($500.00)
1 $500.00 $500.00
$0.00†
* Recurring fees billed monthly with 0 upfront payment(s).
System Monitoring
Monthly Fees
Item Qty Price Total
Workstation Monitoring - Included
100% Item Discount ($450.00)
45 $10.00 $450.00
$0.00†
Server Monitoring - Included
100% Item Discount ($100.00)
2 $50.00 $100.00
$0.00†
Network Device Monitoring - Included
100% Item Discount ($100.00)
10 $10.00 $100.00
$0.00†
* Recurring fees billed monthly with 0 upfront payment(s).
Unity IT - Quote # 301544 v14 6 / 9
58 Section 10, Item B
Monthly Subtotal $1,000.00
Discount ($1,000.00)
Monthly Subtotal $376.00
Monthly Subtotal $380.00
Patch Management / System Maintenance
Monthly Fees
Item Qty Price Total
Windows Patch Management (Workstation) - Included
100% Item Discount ($225.00)
45 $5.00 $225.00
$0.00†
Windows Patch Management (Server) - Included
100% Item Discount ($100.00)
2 $50.00 $100.00
$0.00†
Automated Desktop Maintenance - Included
100% Item Discount ($675.00)
45 $15.00 $675.00
$0.00†
* Recurring fees billed monthly with 0 upfront payment(s).
Endpoint Protection
Monthly Fees
Item Qty Price Total
Huntress Managed Endpoint Detection and Response - Workstations / Servers Huntress Managed EDR (Endpoint Detection and Response) provides 24/7 monitored threat detection, investigation, and response for endpoints. Through continuous threat hunting and expert-led analysis, Huntress identifies malicious activity, contains threats, and helps stop cyberattacks before they can spread throughout your organization, delivering an additional layer of protection beyond traditional antivirus solutions.
47 $8.00 $376.00†
* Recurring fees billed monthly with 0 upfront payment(s).
Data Protection
Monthly Fees
Item Qty Price Total
Server Data Protection Service
Server Data Protection Service including automated backup management, monitoring, and recovery support with secure data retention stored on both local backup systems and cloud-based repositories. 2 $100.00 $200.00†
Dropsuite SaaS Backup and Archiving
Cloud-to-cloud backup and archiving solution for Microsoft 365, providing automated protection of email, OneDrive, SharePoint, Teams, and other Microsoft 365 data. Includes secure long-term email retention, search, recovery, and compliance archiving features.
45 $4.00 $180.00†
* Recurring fees billed monthly with 0 upfront payment(s).
Unity IT - Quote # 301544 v14 7 / 9
59 Section 10, Item B
Monthly Subtotal $93.60
Monthly Subtotal $191.25
†
Non-taxable item
Please contact us if you have any questions.
Monthly Subtotal $10,535.85
Discount ($3,870.00)
Total Monthly $6,665.85 USD
Security Awareness Training
Monthly Fees
Item Qty Price Total
Huntress - Security Awareness Training
Huntress Security Awareness Training subscription providing employee cybersecurity education, phishing simulation campaigns, end-user risk reduction training, and security awareness reporting to strengthen organizational security posture and compliance.
45 $2.08 $93.60†
* Recurring fees billed monthly with 0 upfront payment(s).
Email Security
Monthly Fees
Item Qty Price Total
Checkpoint Harmony Email Protection - Email Only (Adv)
Checkpoint Harmony Email Protection subscription providing advanced email security, phishing and malware prevention, business email compromise protection, URL and attachment scanning, and threat detection for Microsoft 365.
45 $4.25 $191.25†
* Recurring fees billed monthly with 0 upfront payment(s).
Summary
ACCEPT QUOTE
Unity IT - Quote # 301544 v14 8 / 9
60 Section 10, Item B
Cost Breakdown
Category Monthly Fees
Services / Service Desk $6,025.00
Services / Onsite Support $1,320.00
Services / Project $500.00
Services / Monitoring $650.00
Services / Maintenance $1,000.00
Services / Security Subscription $376.00
Services / Data Protection $380.00
Services / Security Awareness Training $93.60
Services / Email Security $191.25
Discount ($3,870.00)
Total $6,665.85 USD
Acceptance and Incorporation by Reference
This Order together with the Master Services Agreement and Service Attachments and other terms and conditions identified on Exhibit A, all of which are incorporated herein by reference (collectively, the “Agreement”) is between Unity IT (sometimes referred to as “we,” “us,” “our,” or “Provider”), and the customer identified in the Order (sometimes referred to as “you,” “your,” or “Client”). This Agreement is effective as of the date Client accepts the Order (the “Effective Date”). Both Provider and Client are sometimes referred to individually as a “Party”, or together as the “Parties”.
By signing or accepting this Order, Client acknowledges, represents, and warrants that it has read and agrees to the terms and conditions identified on Exhibit A to this Order which are incorporated as if fully set forth herein.
The parties hereby agree that electronic signatures to this Order shall be relied upon and will bind them to the obligations stated herein. Each party hereby warrants and represents that it has the express authority to execute this Agreement(s).
Exhibit A
Master Services Agreement
Services Attachment for Managed Services
Data Processing Agreement
Schedule of Third-Party Services
Unity IT - Quote # 301544 v14 9 / 9
61 Section 10, Item B
EXHIBIT A
1 CITY OF FOWLER
CONTRACT SERVICES AGREEMENT FOR PROFESSIONAL SERVICES
This Contract Services Agreement for Professional Services ("Agreement") is entered into between the City of Fowler, a California general law city ("City") and UNITY IT ("Vendor") with respect to the following recitals, which are a substantive part of this Agreement. This Agreement shall be effective on October 6, 2026 ("Effective Date").
RECITALS
A. City desires to engage the services of a qualified vendor to PROVIDE MANAGED IT SERVICES ("Services") more fully described in Exhibit A, which is attached hereto and incorporated by reference.
B. Vendor is engaged in the business of providing these Services and hereby warrants and represents that Vendor is qualified, experienced, and capable of providing these Services, and possesses any required licenses, certifications, security/bonding, and/or training necessary thereto.
C. City desires to contract with Vendor to provide these Services on the terms and conditions as set forth in this Agreement.
NOW, THEREFORE, in consideration of the promises and mutual agreements herein, City and Vendor agree as follows:
AGREEMENT
1. Scope of Work. Vendor agrees to perform the services as more fully described in Exhibit A attached hereto and incorporated herein by reference (“Services”). Changes in the scope of Services, including work incidental to the Services, shall be made in writing and particularly describe the changes in Services, payment/costs, and schedule/term, as applicable.
2. Schedule. City and Vendor shall mutually agree on a schedule for performing the Services. The schedule shall be subject to modification based on the City’s operational needs. City will notify Vendor in advance of any modification to the schedule.
3. Term of Agreement; Commencement of Services. The term of this Agreement shall begin on the Effective Date and shall terminate on October 6, 2029, unless extended by mutual written agreement of the Parties for up to two (2) additional one-year terms. Notwithstanding the preceding sentence, this Agreement may be terminated during the term in accordance with Section 17 herein.
4. Payment for Services. City shall pay Vendor for the Services performed pursuant to this Agreement as follows on a monthly basis. The total amount paid by City to Vendor pursuant to this Agreement shall not exceed TWO-HUNDRED AND FIFTY THOUSAND DOLLARS ($250,000).
The foregoing is inclusive of all labor, equipment, materials, costs and expenses, taxes, and overhead. City shall pay Vendor for Services satisfactorily performed pursuant to this Agreement. Vendor shall submit an invoice to City containing detailed billing information regarding the Services provided and City shall tender payment to Vendor within thirty (30) days after receipt of invoice.
Vendor may increase the fees charged under this Agreement by up to five percent (5%) annually upon ninety (90) days’ prior written notice to City. Vendor may also propose changes to its rates or fee structure in excess of five percent (5%) upon the same ninety (90) days’ prior written notice. If any such increase exceeds five percent (5%) in a single year, City may terminate this Agreement without penalty by providing written notice 62 Section 10, Item B
EXHIBIT A
2 within thirty (30) days of receiving Vendor’s notice of the increase. The not-to-exceed amount set forth above shall increase automatically to reflect the annual five (5%) percent fee adjustment made under this provision and/or any change in City’s device count under Exhibit A.
5. Independent Contractor Status. Vendor and its subcontractors, if any, shall perform the Services as independent contractors and not as officers, employees, agents or volunteers of City. Vendor is engaged in an independently established trade, occupation, or business to perform the Services required by this Agreement and is hereby retained to perform work that is outside the usual course of City’s business. Vendor is free from the control and direction of City in connection with the manner of performance of the work. Nothing contained in this Agreement shall be deemed to create any contractual relationship between City and Vendor’s employees or subcontractors, nor shall anything contained in this Agreement be deemed to give any third party, including but not limited to Vendor’s employees or subcontractors, any claim or right of action against City.
6. Vendor Representations; Standard of Care; Compliance with Law. Vendor represents that Vendor and any subcontractors utilized by Vendor are and will be qualified in the field for which Services are being provided under this Agreement, and Vendor and any subcontractors are now, and will be throughout their performance of the Services under this Agreement, properly licensed, certified, secured/bonded, trained, and/or otherwise qualified and authorized to perform the Services required and contemplated by this Agreement, as may be required by law. Vendor and its subcontractors shall utilize the standard of care and skill customarily exercised by members of their profession, shall use reasonable diligence and best judgment while performing the Services, and shall comply with all applicable laws, regulations, and industry standards, including anti-discrimination and anti-harassment laws. Vendor shall comply with all Labor Code requirements for public works projects if applicable to Vendor’s work under this Agreement.
7. Subcontractor Provisions. Vendor shall include in its written agreements with its subcontractors, if any, provisions which: (a) impose upon the subcontractors the obligation to provide to City the same insurance and indemnity obligations that Vendor owes to City; (b) make clear that City intends to rely upon the reports, opinions, conclusions and other work product prepared and performed by subcontractors for Vendor; and (c) entitle City to impose upon subcontractors the assignment rights found elsewhere in this Agreement.
8. Power to Act on Behalf of City. Vendor is not acting as an agent of City and shall not have any right, power, or authority to create any obligation, express or implied, or make representations on behalf of City except as may be expressly authorized in advance in writing from time to time by City and then only to the extent of such authorization.
9. Record Keeping; Reports. Vendor shall keep complete records showing the type of Services performed. Vendor shall be responsible and shall require its subcontractors to keep similar records. City shall be given reasonable access to the records of Vendor and its subcontractors for inspection and audit purposes.
Vendor shall provide City with a working draft of all reports upon reasonable request by City and of all final reports prepared by Vendor under this Agreement.
10. City Name and Logo. Vendor shall not use City's name or insignia, photographs relating to the City projects or work for which Vendor’s services are rendered, or any publicity pertaining to the Vendor’s Services under this Agreement in any magazine, trade paper, newspaper, television or radio production, internet website, social media, or other similar medium without the prior written consent of City.
11. Conflicts of Interest. Vendor warrants that neither Vendor nor any of its employees have an improper interest, present or contemplated, in the Services which would affect Vendor’s or its employees’ performance of the Services. Vendor further warrants that neither Vendor nor any of its employees have real property, business interests or income that will be affected by the Services. Vendor covenants that no person having any such interest, whether an employee or subcontractor shall perform the Services under this Agreement. During 63 Section 10, Item B
EXHIBIT A
3 the performance of the Services, Vendor shall not employ or retain the services of any person who is employed by the City or a member of any City Board or Commission.
12. Non-liability of Officers and Employees. No officer or employee of City shall be personally liable to Vendor, or any successors in interest, in the event of a default or breach by City for any amount which may become due Vendor or its successor, or for any breach of any obligation under the terms of this Agreement.
13. City Right to Employ Other Vendors. Unless Exhibit A specifically provides that the Services City seeks pursuant to this Agreement are exclusive to Vendor, this Agreement and the performance of the Services are non-exclusive and City reserves the right to employ other vendors or contractors in connection with the Services while this Agreement is in effect.
17. Termination of Agreement. This Agreement shall terminate as provided in Section 3, unless terminated earlier pursuant to the following:
a. Termination by City: For Convenience. City may at its discretion terminate this Agreement for convenience and without cause upon thirty (30) days prior written notice to Vendor. Upon receipt of a termination notice pursuant to this subsection, Vendor shall promptly discontinue all Services affected, unless the notice directs otherwise. Vendor may likewise terminate this Agreement for convenience and without cause upon sixty (60) days’ prior written notice to City, to allow for an orderly transition of the Services. b. Termination by City or Vendor: For Cause. Either party may terminate this Agreement upon ten (10) days prior written notice to the other party of a material breach, and a failure within that time period to cure or commence reasonable steps to cure the breach.
c. Compensation to Vendor Upon Termination. Vendor shall be paid compensation for Services satisfactorily performed prior to notice of termination. As to any phase partially performed but for which the applicable portion of Vendor’s compensation has not become due, Vendor shall be paid the reasonable value of its Services provided. However, in no event shall such payment when added to any other payment due under the applicable part of the work exceed the total compensation of such part as specified Section 4. In the event of termination due to Vendor’s failure to perform in accordance with the terms of this Agreement through no fault of City, City may withhold an amount that would otherwise be payable as an offset to City's damages caused by such failure.
d. Effect of Termination. Upon termination of this Agreement, Vendor shall promptly discontinue all Services affected, unless the notice of termination directs otherwise.
18. Insurance. Vendor shall satisfy the insurance requirements set forth in Exhibit B.
19. Indemnity and Defense. Vendor hereby agrees to indemnify, defend and hold the City, its officials, officers, employees, agents, and volunteers harmless from and against all claims, demands, causes of action, actions, damages, losses, expenses, and other liabilities, (including without limitation reasonable attorney fees and costs of litigation) of every nature arising out of or in connection with the alleged or actual acts, errors, omissions or negligence of Vendor or its subcontractors relating to the performance of Services described herein to the fullest extent permitted by law, unless the injuries or damages are the result of City's sole negligence or willful misconduct, subject to any limitations imposed by law. Vendor and City agree that said indemnity and defense obligations shall survive the expiration or termination of this Agreement for any items specified herein that arose or occurred during the term of this Agreement. Vendor’s indemnification obligations under this Section 19 are subject to the Limitation of Liability set forth in Section 19A below. 64 Section 10, Item B
EXHIBIT A
4 19A. Limitation of Liability
Except for claims arising from Vendor's gross negligence or willful misconduct, Vendor's total liability under this Agreement shall not exceed the limits of Vendor's professional and technology liability insurance policy then in effect (currently $2,000,000 per claim and in the aggregate). In no event shall either party be liable to the other for any consequential, incidental, indirect, special, or punitive damages, including lost profits or data, even if advised of the possibility of such damages.
Vendor makes no independent warranty with respect to hardware, software, or subscriptions (including recurring subscriptions such as Microsoft 365 or VoIP service) purchased or procured by City through Vendor. City’s exclusive remedy for any defect, failure, or service interruption in such products shall be the applicable manufacturer’s, publisher’s, or service provider’s warranty or servicelevel commitment, and Vendor will provide reasonable assistance in pursuing such claims. 19B. Confidentiality
Each party shall protect the other’s Confidential Information — including business, financial, technical, and operational information disclosed in connection with this Agreement — using the same degree of care it uses to protect its own confidential information of a similar nature, and shall not disclose such information to third parties except: (a) as required by the California Public Records Act or other applicable law, (b) pursuant to a valid court order or subpoena, or (c) with the prior written consent of the disclosing party. Vendor’s pricing, security assessments, methodologies, and system or network configurations shall be treated as Vendor’s Confidential Information. 19C. Client Responsibilities
City shall provide Vendor with timely access to personnel, systems, facilities, and documentation reasonably necessary for Vendor to perform the Services, and shall designate one employee as a point of contact for coordination with Vendor. City grants Vendor remote access to City’s network systems as needed to deliver the Services.
Unless a backup service is expressly included in the Scope of Services (Exhibit A), City is responsible for maintaining independent backups of its data. Vendor shall not be liable for data loss resulting from backup failure except to the extent caused by Vendor’s negligence in performing backup services it has expressly agreed to provide.
Vendor shall not be responsible for issues arising from City’s use of software or hardware no longer supported by its manufacturer or publisher, regardless of whether Vendor has notified City of the end of support.
Vendor shall use commercially reasonable efforts, consistent with the Services described in Exhibit A, to protect City’s network from malicious activity including viruses, ransomware, and unauthorized access. City acknowledges that no security measures can guarantee complete protection against such attacks. Except to the extent caused by Vendor’s negligence, Vendor shall not be liable for loss, injury, or damage to City or its hardware, software, or data resulting from malicious activity or the criminal acts of third parties, including hackers, phishing, or ransomware.
Vendor is not responsible for the acts or omissions of third-party service providers (e.g., internet service providers, cloud hosting providers, software vendors) used in connection with the Services, except to the extent Vendor failed to exercise reasonable care in selecting or overseeing them. 19D. Regulated Data
In connection with Services provided to or affecting the City of Fowler Police Department, Vendor may encounter criminal justice information subject to the FBI’s CJIS Security Policy, or other data subject to state or federal privacy or security regulation (collectively, “Regulated Data”). Before accessing, storing, or processing any Regulated Data, the parties shall execute a CJIS Security Addendum or other applicable data processing agreement, which shall govern the applicable security, personnel, and reporting requirements.
65 Section 10, Item B
EXHIBIT A
5 20. Taxes. Vendor agrees to pay all taxes, licenses, and fees levied or assessed by any governmental agency on Vendor as a result of the sale of the Equipment and/or performance of Services under this Agreement, and unemployment and workers’ compensation insurance, social security, or any other taxes upon the wages of Vendor, its employees, agents, and representatives. Vendor agrees to obtain and maintain a business license from City and pay the applicable business license fee to City during the term of this Agreement.
21. Assignment. Neither this Agreement nor any duties or obligations hereunder shall be assignable by Vendor without the prior written consent of City. In the event of an assignment to which City has consented, the assignee shall agree in writing to personally assume and perform the covenants, obligations, and agreements herein contained. Notwithstanding the foregoing, Vendor may assign this Agreement with City’s consent, and such consent shall not unreasonably be withheld by City, in connection with a merger, acquisition, reorganization, or sale of substantially all of Vendor’s assets, provided the assignee agrees in writing to assume Vendor’s obligations under this Agreement. In addition, Vendor shall not assign the payment of any monies due Vendor from City under the terms of this Agreement to any other individual, corporation or entity. City retains the right to pay any and all monies due Vendor directly to Vendor. 21A. Force Majeure
Neither party shall be liable for any failure or delay in performance under this Agreement due to causes beyond its reasonable control, including but not limited to fire, flood, epidemic, pandemic, public health emergency, civil disorder, acts of terrorism, strikes, Acts of God, or any law, regulation, or order of a governmental authority. The affected party shall provide prompt written notice to the other party describing the cause and expected duration of the delay, and the parties shall confer in good faith to minimize the impact on both parties. If the delay continues for more than thirty (30) days, either party may terminate this Agreement, or the affected portion thereof, upon written notice to the other party.
22. Form and Service of Notices. Any and all notices or other communications required or permitted by this Agreement or by law to be delivered to, served upon, or given to either party to this Agreement by the other party shall be in writing and shall be deemed properly delivered, served or given by one of the following methods:
a. Personally delivered to the party to whom it is directed. Service shall be deemed the date of delivery.
b. Delivered by e-mail to a known address of the party to whom it is directed provided the e-mail is accompanied by an acknowledgment of receipt by the other party. Service shall be deemed the date of acknowledgement.
c. Delivery by a reliable overnight delivery service, ex., Federal Express, receipted, addressed to the addressees set forth below the signatories to this Agreement. Service shall be deemed the date of delivery. d. Delivery by deposit in the United States mail, first class, postage prepaid. Service shall be deemed delivered ninety-six (96) hours after deposit.
23. Entire Agreement. This Agreement, including any referenced Exhibits, represents the entire agreement between City and Vendor and supersedes all prior negotiations, representations or agreements, either written or oral with respect to the subject matter herein.
24. Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective successors and assigns. 66 Section 10, Item B
EXHIBIT A
6 25. Authority. The signatories to this Agreement warrant and represent that they have the legal right, power, and authority to execute this Agreement and bind their respective entities.
26. Severability. In the event any term or provision of this Agreement is declared to be invalid or illegal for any reason, this Agreement will remain in full force and effect and will be interpreted as though such invalid or illegal provision were not a part of this Agreement. The remaining provisions will be construed to preserve the intent and purpose of this Agreement and the parties will negotiate in good faith to modify any invalidated provisions to preserve each party’s anticipated benefits.
27. Applicable Law and Interpretation and Venue. This Agreement shall be interpreted in accordance with the laws of the State of California. The language of all parts of this Agreement shall, in all cases, be construed as a whole, according to its fair meaning, and not strictly for or against either party. This Agreement is entered into by City and Vendor in the County of Fresno, California. Vendor shall perform the Services required under this Agreement in the County of Fresno, California. Thus, in the event of litigation, venue shall only lie with the appropriate state or federal court in Fresno County.
28. Amendments and Waiver. This Agreement shall not be modified or amended in any way, and no provision shall be waived, except in writing signed by the parties hereto. No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. Failure of either party to enforce any provision of this Agreement shall not constitute a waiver of the right to compel enforcement of the remaining provisions of this Agreement.
29. Third Party Beneficiaries. Nothing in this Agreement shall be construed to confer any rights upon any party not a signatory to this Agreement.
30. Execution in Counterparts. This Agreement may be executed in counterparts such that the signatures may appear on separate signature pages. A copy or an original, with all signatures appended together, shall be deemed a fully executed Agreement.
31. Alternative Dispute Resolution. If a dispute arises out of or relating to this Agreement, or the alleged breach thereof, and if said dispute cannot be settled through negotiation, the parties agree first to try in good faith to settle the dispute by non-binding mediation before resorting to litigation. The mediator shall be mutually selected by the parties, but in case of disagreement, the mediator shall be selected by lot from among two nominations provided by each party. All costs and fees required by the mediator shall be split equally by the parties, otherwise each party shall bear its own costs of mediation. If mediation fails to resolve the dispute within thirty (30) days, either party may pursue litigation to resolve the dispute.
Demand for mediation shall be in writing and delivered to the other party to this Agreement.
A demand for mediation shall be made within reasonable time after the claim, dispute or other matter in question has arisen. In no event shall the demand for mediation be made after the date when institution of legal or equitable proceedings based on such a claim, dispute or other matter in question would be barred by California statues of limitations.
32. Non-Discrimination. Contractor shall not discriminate on the basis of any protected class under federal or State law in the provision of the Services or with respect to any Contractor employees or applicants for employment. Contractor shall ensure that any subcontractors are bound to this provision. A protected class, includes, but is not necessarily limited to race, color, national origin, ancestry, religion, age, sex, sexual orientation, marital status, and disability.
Now, therefore, the City and Vendor have executed this Agreement on the date(s) set forth below. 67 Section 10, Item B
EXHIBIT A
7 UNITY IT CITY OF FOWLER
__________________________
Kip Haroldsen Michael Reid
President City Manager
Date: Date:
2565 Alluvial Ave STE 132 128 South 5th Street
Clovis, CA 93611 Fowler, CA 93625
(559) 297-1007 (559) 834-3113
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO LEGAL FORM:
____________________________
Roy Santos, City Attorney
68 Section 10, Item B
EXHIBIT A
8 EXHIBIT A
SCOPE OF SERVICES
Vendor shall provide the following managed information technology services to City (the “Services”), consistent with the Encompass IT Support Program as described in Vendor’s proposal (Unity IT Quote # 301544 v14, dated August 21, 2026), for the workstations, servers, and network devices identified below.
1. Covered Environment
As of the Effective Date, the Services cover: 45 workstations, 2 servers, and 10 network devices, billed at the per-device rates set forth in Unity IT Quote # 301544 v14. Vendor invoices monthly based on the actual number of covered workstations, servers, and network devices in City’s environment as of that billing period. City is not required to obtain Vendor’s approval to add or remove devices, and the monthly fee will adjust automatically to reflect City’s then-current device count, subject to the not-to-exceed amount set forth in Section 4 of the Agreement.
2. Services Included
• Service Desk: Unlimited remote help desk support, available 24x7, for all covered workstations, servers, and network devices.
• System Administration: User account maintenance, email management, folder management, printer support, group policy management, and software management. • Onsite Support: Scheduled onsite technician visits and priority emergency onsite visits, in the quantities set forth in Unity IT Quote # 301544 v14.
• Third-Party Vendor Coordination: Vendor serves as City’s single point of contact for coordinating with internet service providers, software developers, and other third-party vendors on technology issues affecting the Services.
• Data Backup Management: Monitoring of backup jobs for covered servers, and cloud-to-cloud backup and archiving of City’s Microsoft 365 email, OneDrive, SharePoint, and Teams data. • Performance & Availability Monitoring: 24x7 monitoring of covered workstations, servers, and network devices, with proactive alerting and remediation. • Moves, Adds, and Changes: Support for equipment relocations, additions, and replacements, including recommendations and installation.
• Project Management: Planning, coordination, and execution of technology initiatives such as server replacements, major software updates, new software installations, and network upgrades. • Asset and License Management: Tracking of covered device make, model, serial number, and installed software for lifecycle planning and license compliance support. • Patch Management: Proactive patch management for operating systems and supported applications on covered workstations and servers.
• Endpoint Protection: Managed endpoint detection and response (EDR) for covered workstations and servers.
• Email Security: Advanced email threat protection for City’s Microsoft 365 environment, including phishing and malware prevention.
• Security Awareness Training: Ongoing employee cybersecurity education and phishing simulation for City personnel.
3. Services Not Included
The Services described above do not include: (a) major infrastructure projects, hardware, or software purchases beyond procurement coordination; (b) onsite visits in excess of the quantities included in Unity IT Quote # 301544 v14; or (c) work requiring a change in the scope of Services under Section 1 of the Agreement. Vendor will notify City in advance if a requested task falls outside the scope described in this Exhibit A.
69 Section 10, Item B
EXHIBIT A
9 4. Fees
The per-device rates for the Services described in this Exhibit A are set forth in Unity IT Quote # 301544 v14, dated August 21, 2026. Based on the device counts identified in Section 1 above, the monthly fee as of the Effective Date totals Six Thousand Six Hundred Sixty-Five Dollars and EightyFive Cents ($6,665.85). This amount will vary from month to month based on City’s actual device count as described in Section 1, subject to the not-to-exceed amount set forth in Section 4 of the Agreement. The monthly fee described above includes the recurring managed subscriptions bundled into the Services described in Section 2 above (including endpoint detection and response, email security, security awareness training, and data backup and archiving). It does not include, and is separate from, any charges — whether one-time or recurring — for hardware, software licenses, or third-party subscriptions that are not part of the Services described in Section 2 (for example, City’s own Microsoft 365 licensing or VoIP service), which will be quoted and invoiced separately and are not subject to the per-device rates described in this Exhibit A. 70 Section 10, Item B
EXHIBIT A
10 EXHIBIT B
INSURANCE REQUIREMENTS
Prior to commencement of the Services, Vendor shall take out and maintain at its own expense the insurance coverage required by this Exhibit C. Vendor shall cause any subcontractor with whom Vendor contracts for the performance of Services pursuant to this Agreement to take out and maintain equivalent insurance coverage. Said insurance shall be maintained at all times during Vendor’s performance of Services under this Agreement, and for any additional period specified herein. All insurance shall be placed with insurance companies that are licensed and admitted to conduct business in the State of California and are rated at a minimum with an "A:VII" by A.M. Best Company, unless otherwise acceptable to the City. a. Minimum Limits of Insurance. Vendor shall maintain the following types of insurance with limits no less than specified:
(i) General Liability Insurance (including operations, products and completed operations coverages) in an amount not less than $2,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. (ii) Worker's Compensation Insurance as required by the State of California. (iii) Automobile Liability Insurance in an amount not less than $1,000,000 per accident for bodily injury and property damage.
(iv) Umbrella or Excess Liability. In the event Vendor purchases an Umbrella or Excess insurance policy(ies) to meet the “Minimum Limits of Insurance,” this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies). In addition, such Umbrella or Excess insurance policy(ies) shall also apply on a primary and non-contributory basis for the benefit of the City, its officers, officials, employees, agents and volunteers.
If Vendor maintains higher limits than the minimums shown above, the City shall be entitled to coverage at the higher limits maintained.
b. Other Insurance Provisions. The general liability policy is to contain, or be endorsed to contain, the following provisions:
(i) The City, its officers, officials, employees, agents, and volunteers are to be covered as insured's with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Vendor; and with respect to liability arising out of work or operations performed by or on behalf of the Vendor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Vendor’s insurance (at least as broad as ISO Form 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33 or CG 20 38; and CG 20 37 forms if later revisions used).
(ii) For any claims related to the Services performed pursuant to this Agreement, the Vendor’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents or volunteers shall be excess of the Vendor’s insurance and shall not contribute with it. 71 Section 10, Item B
EXHIBIT A
11 (iii) Each insurance policy required by this section shall be endorsed to state that the City shall receive written notice at least thirty (30) days prior to the cancellation, non-renewal, or material modification of the coverages required herein.
(iv) Vendor grants to the City a waiver of any right to subrogation which any insurer of said Vendor may acquire against the City by virtue of the payment of any loss under such insurance. Vendor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. (v) Any deductibles or self-insured retentions must be declared to and approved by the City of Fowler Risk Services. The City may require the Vendor to purchase coverage with a lower deductible or retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.
c. Evidence of Coverage. Vendor shall deliver to City written evidence of the above insurance coverages, including the required endorsements prior to commencing Services under this Agreement; and the production of such written evidence shall be an express condition precedent, notwithstanding anything to the contrary in this Agreement, to Vendor’s right to be paid any compensation under this Agreement. City's failure, at any time, to object to Vendor’s failure to provide the specified insurance or written evidence thereof (either as to the type or amount of such insurance), shall not be deemed a waiver of City's right to insist upon such insurance later.
d. Maintenance of Insurance. If Vendor fails to furnish and maintain the insurance required by this section, City may (but is not required to) purchase such insurance on behalf of Vendor, and the Vendor shall pay the cost thereof to City upon demand, and City shall furnish Vendor with any information needed to obtain such insurance. Moreover, at its discretion, City may pay for such insurance with funds otherwise due Vendor under this Agreement.
e. Subcontractors. If the Vendor should subcontract all or any portion of the work to be performed in this Agreement, the Vendor shall cover the subcontractor, and/or require each subcontractor to adhere to all the requirements contained herein. Similarly, any cancellation, lapse, reduction or change of subcontractor’s insurance shall have the same impact as described above. f. Special Risks or Circumstances. The City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.
g. Indemnity and Defense. Except as otherwise expressly provided, the insurance requirements in this section shall not in any way limit, in either scope or amount, the indemnity and defense obligations separately owed by Vendor to City under this Agreement. 72 Section 10, Item B
EXHIBIT A
12 EXHIBIT C
CERTIFICATE OF INSURANCE
73 Section 10, Item B
RESOLUTION NO. 2858
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER
APPROVING AN AGREEMENT WITH UNITY IT FOR GENERAL IT SERVICES WHEREAS, the City Council is empowered to take all action necessary to preserve the health and safety of the community of Fowler; and
WHEREAS, the City contracts for various technical and professional services in the course of fulfilling its charge and mission; and
WHEREAS, the City is currently in need of specialized and unique IT Services to maintain the operations of the organization, as well as to provide for the security of integrated Information Technology systems integral to its purposes and mission; and WHEREAS, the City attempted a public bidding process, the result of which was the rejection of all submitted proposals; and
WHEREAS, staff analyzed and confirmed the unique needs of Fowler and found that the need to protect the City’s resources necessitated direct contract of IT services from a firm within the region;
WHEREAS, staff surveyed surrounding municipalities and commenced negotiations with a qualifying firm that is serving various jurisdictions within the area, Unity IT.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler as follows:
1. The foregoing recitals are true and correct and are hereby adopted as findings of the City Council.
2. The City Council hereby approves the Agreement with Unity IT for General IT Services for three years with two optional one-year extensions, herein attached as Exhibit A.
3. The rates to be charged by providing the aforementioned services are contained within their proposal submitted and are contained within the proposal attached hereto as Attachment 1.
4. This Resolution shall take effect immediately upon its adoption.
5. The City Manager is authorized to execute the agreement.
PASSED, APPROVED AND ADOPTED this 6th day of October, 2026, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
74 Section 10, Item B
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO LEGAL FORM:
By:__________________________
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
75 Section 10, Item B
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: October 6, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER: the Introduction and waiver of the first reading of Ordinance No. 2026-08, which:
i. Finds that Zoning Text Amendment No. 26-14 is exempt from further environmental analysis pursuant to CEQA
Guidelines section 15061, subdivision (b)(3), and;
ii. Approves Zoning Text Amendment No. 26-14 amending
various sections of the Fowler Zoning Ordinance related to development standards and definitions.
Staff Recommendation: Introduce and waive first reading by title only of Ordinance No. 2026-08.
EXECUTIVE SUMMARY
This action would amend various sections of the Fowler Zoning Ordinance to modify development standards and update definitions. Approval of the proposed text amendments to the Zoning Ordinance would enhance usability and facilitate consistent implementation of development regulations.
BACKGROUND
On July 16, 2024, the City adopted a new comprehensive Zoning Ordinance. Since adoption, staff have utilized the Zoning Ordinance in review of development applications, including Site Plan Reviews, Conditional Use Permits, and other entitlement requests. In processing applications under the newly adopted Zoning Ordinance, staff have identified several sections that would benefit from clarification, refinement or correction to improve administration of the City’s development regulations and better reflect the City’s planning objectives.
As proposed, Zoning Text Amendment No. 26-14 (“Project”) would revise provisions related to loading space requirements, mixed-use open space requirements, parking regulations, residential setback requirements, and update definitions within the Zoning Ordinance to promote clarity in implementation. The proposed amendments are intended to address issues encountered during the implementation of the Zoning Ordinance. 76 Section 10, Item C
Summary of Amendments
Section 9.120.040 – Development Standards
The Project would reduce the minimum interior side yard setback in the R-1 zone from 10 feet to 7 feet and the minimum interior side yard setback in the R-2 zone from 7 feet to 5 feet. Prior to the 2024 comprehensive update, the minimum interior side yard setback was 7 feet in the R1-10 zone district, which corresponds to the R-1 implementing zone and 5 feet in the R-1-7 zone district, which corresponds to the R-2 implementing zone. Since adoption of the updated Zoning Ordinance, staff have received variance requests to reduce the interior side yard setbacks. The proposed amendment would restore the previous setback requirement and better align the development standards with established development patterns.
Section 9.140.040 – Development and Design Standards
The Project would explicitly prohibit the outdoor storage of materials for development within the Form Based Code zone district. The proposed amendment would preserve the visual character of the district and support the Form Based Code zone district’s intent of fostering a vibrant central district with attractive and enjoyable public uses. Outdoor storage of materials in the Form Based Code zone district is not allowed based on development standards found throughout the Zoning Ordinance, however the Project would make this more clear by stating it clearly in the Form Based Code Zone District Chapter of the Zoning Ordinance.
Figure 9.140.040-1: Off-Street Parking Reduction and Parking Exemption Areas The Project would extend the parking reduction area, as identified in Figure 9.140.040-1, along Merced Street to State Route 99. The proposed amendment is intended to support development along the Merced Street corridor by allowing eligible properties to utilize the parking reduction standards and promoting more efficient site design.
Sections 9.150.030 and 9.150.050 – General Development Standards and Lot Coverage The Project would clarify the distinction porches, patios (covered and uncovered), and pergolas. The Project would also amend the minimum setback requirements for mechanical equipment from 3 feet to 4 feet to ensure consistency with the applicable provisions of the California Building Code. The proposed amendments are intended to provide clear and consistent development standards for patios, porches, and pergolas based on their location and to ensure that the setback requirements for mechanical equipment are consistent with the California Building Code.
Section 9.155.020 – Applicability
The Project would revise the applicability of accessory structure standards to reflect the addition of the “patio” definition and the revised “porch” definition. The proposed amendment is intended to ensure consistency between the accessory structure standards and the definitions of patios and porches.
Section 9.165.060 – Multi-Family Residential Landscape Standards The Project would amend the open space requirements for mixed-use developments that are primarily commercial in nature by requiring only private open space. The proposed amendment is intended to ensure that open space standards are proportional to the residential component of a development project.
Section 9.175.070 – Loading Facilities
77 Section 10, Item C
The Project would amend Section 9.175.070 reducing the number of required loading spaces for developments containing multiple buildings of at least 4,000 square feet on a single site.
Under the current code, each building exceeding 4,000 square feet is required to provide one loading space. Staff have found this requirement to be overburdensome on developments with multiple buildings meeting this requirement, reducing the amount of space available for other types of improvements. The proposed amendment would allow shared loading facilities and provide flexibility where fewer loading spaces can efficiently serve the development.
Sections 9.240.090 and 9.240.170 – “H” and “P” Definitions The Project would add definitions for “hardscape” and “patio” to clarify the distinction between porches and patios to improve consistency in the application of development standards. The Project would also amend the definition for “porch” to ensure consistency with the new definition of “patio”. The proposed amendments are intended to provide clear definitions for the administration of the Zoning Ordinance and ensure consistent application of development standards during the review of development applications.
The Planning Commission reviewed the Project at a regular meeting on September 3, 2026, and voted 5-0 to recommend that the City Council find that the Project is exempt from further environmental analysis and to approve the Project.
Zoning Text Amendment Findings (FMC § 9.110.070):
Prior to approving an application for a Zoning Code Amendment, the approving authority is required to make all of the following findings:
1. The Zoning Code or Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.
Zoning Text Amendment No. 26-14 is consistent with the City’s General Plan and will align with its goals and policies. The proposed amendments will clarify development standards and improve administrative procedures while maintaining consistency with the General Plan’s goals and policies.
2. The Zoning Code or Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.
Zoning Text Amendment No. 26-14 would modify development standards applicable to the entire City. The proposed amendments establish reasonable standards and administrative provisions that help ensure future development remains compatible with surrounding uses.
3. The Zoning Code or Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species.
Zoning Text Amendment No. 26-14 would not infringe on property development rights.
Zoning Text Amendment No. 26-14 would also not have an impact on sensitive land uses and species.
4. The Zoning Code or Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.
78 Section 10, Item C
Zoning Text Amendment No. 26-14 would improve the administration and implementation of the City’s development regulations. Zoning Text Amendment No. 26- 14 would not conflict with the protection of the general health, safety, and welfare of the community.
PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on September 25, 2026, which is at least ten (10) days prior to the public hearing.
ENVIRONMENTAL REVIEW
The first step in complying with the California Environmental Quality Act (CEQA) is to determine whether the activity in question constitutes a “project” as defined by CEQA (Pub.
Res. Code § 21000, et seq.; Cal. Code Regs. Tit. 14, § 15000, et seq. [“CEQA Guidelines”].) Zoning Text Amendment No. 26-14 qualifies as a “project” under CEQA because it involves the “enactment and amendment of zoning ordinances,” as described in CEQA Guidelines section 15378, subdivision (a)(1).
The second step is to determine whether the Project is exempt from further environmental review by a statutory or categorical exemption. While the Project meets the qualifications to be considered a “project” under CEQA, this amendment to the City’s Zoning Ordinance would have no potential for causing a significant effect on the environment. In cases where it can be determined with certainty that a project will not cause a significant impact to the environment, such actions are exempt from further environmental analysis under CEQA Guidelines Section 15061, subdivision (b)(3), commonly referred to as the “Common Sense Exemption”. If the Project is approved, a Notice of Exemption for Zoning Text Amendment No. 26-14 will be filed with the County Clerk and the State Clearinghouse.
GENERAL PLAN CONSISTENCY
This action is not directly associated with a specific General Plan Goal, Policy, or Action Item.
However, the proposed action is consistent with the General Plan’s overall Community Vision and Supporting Principles.
FISCAL IMPACT
The Project would improve the administration and implementation of the City’s development regulations, supporting future development throughout the City. Changes resulting from the proposed Zoning Text Amendment would encourage development, which would result in the collection of application processing fees, development impact fees, and the improvement of property tax values.
PROCUREMENT PROCESS
No procurement is associated with this action.
79 Section 10, Item C
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Attachment 1: Ordinance No. 2026-08
80 Section 10, Item C
ORDINANCE NO. 2026-08
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING TITLE 9 OF THE FOWLER MUNICIPAL CODE RELATED TO DEVELOPMENT STANDARDS AND DEFINITIONS.
WHEREAS, on July 16, 2024, the City Council of the City of Fowler adopted Ordinance No. 2024-03, adopting a new comprehensive Zoning Ordinance; and WHEREAS, through implementation of the Zoning Ordinance, the City has identified several provisions that would benefit from clarification, refinement, or correction to improve the administration of the City’s Zoning Ordinance; and
WHEREAS, the City has now proposed Zoning Text Amendment No. 26-14 (described herein) to amend Title 9 of the Fowler Municipal Code (Zoning Ordinance) related to development standards and definitions within the Zoning Ordinance; and WHEREAS, at a regular meeting on September 3, 2026, at 6:30 pm, the Fowler Planning Commission conducted a public hearing to consider the Zoning Text Amendment No. 26-14 and adopted Resolution No. 735, recommending that the City Council find that the Project be exempt from further environmental analysis and approve Zoning Text Amendment No. 26-14; and WHEREAS, at a regular meeting on Tuesday, October 6, 2026, at 6:00 pm, the Fowler City Council conducted a public hearing to consider Zoning Text Amendment No. 26-14; and WHEREAS, notice of said public hearing was published in the Friday, September 25, 2026, edition of The Business Journal, posted at City Hall and the City’s website; and WHEREAS, the City Council has reviewed and considered the staff report, and all evidence presented at the City Council’s regular meeting on October 6, 2026, including oral and written public testimony on the Project (“Administrative Record”), which is incorporated by this reference herein.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF FOWLER DOES HEREBY ORDAIN AS FOLLOWS:
SECTION 1. The City Council finds that Zoning Text Amendment No. 26-14 is exempt from further environmental review under the California Environmental Quality Act (“CEQA”) pursuant to the “common sense” exemption under CEQA Guidelines section 15061, subdivision (b)(3).
SECTION 2. The City Council makes the following findings pursuant to Fowler Municipal Code section 9.110.070:
a. Zoning Text Amendment No. 26-14 is consistent with the intent of the goals and policies of the General Plan.
81 Section 10, Item C
b. Zoning Text Amendment No. 26-14 prescribes reasonable controls and standards to ensure compatibility with other established uses.
c. Zoning Text Amendment No. 26-14 provides reasonable property development rights while protecting environmentally sensitive land uses and species. d. Zoning Text Amendment No. 26-14 ensures protection of the general health, safety, and welfare of the community.
SECTION 3. Fowler Municipal Code Section 9.120.040 is hereby amended to revise the following row to Table 9.120.040-1 as follows:
Standard1 R-1 R-2 R-3
R-4 R-MP2 RM Additional
Requirements
Interior Side
Yard 6 10 7 7 5 5 3 to 57
- 5
SECTION 4. Fowler Municipal Code Section 9.140.040 is hereby amended to add Subsection G:
9.140.040 – Development and Design Standards.
G. Outdoor Storage. The outdoor storage of materials, equipment, supplies, or similar items shall be prohibited within the Form Based Code Zone District.
SECTION 5. Fowler Municipal Code Section 9.140.040 is hereby amended to revise Figure
9.140.040-1 to extend the Parking Reduction Area along Merced Street to State Route 99:
82 Section 10, Item C
SECTION 6. Fowler Municipal Code Sections 9.150.030(B), 9.150.030(D) and 9.150.050 of Article 4 of Title 9 of the Fowler Municipal Code is hereby amended to read as follows:
83 Section 10, Item C
9.150.030 – Setback Requirements and Exceptions
B. Exemptions from Setback Requirements. The minimum setback requirements of this Title apply to all uses except the following:
1. Fences or walls constructed within the height limitations of this Title.
2. Decks, uncovered patios, steps, terraces, and other site design elements that are placed directly upon the finished grade and do not exceed a height of eighteen (18) inches above the surrounding finished grade at any point.
3. Retaining walls less than three (3) feet in height above the finished grade.
4. Water elements, such as fountains, ponds, and other water treatments, may be placed in setback areas, provided they are integral to the overall architectural or landscape design of the site and comply with applicable site distance requirements as outlined in Section 9.150.070 (Intersection Sight Distance).
5. Landscaping features, such as an entry gate or arbor, may be placed in setback areas, provided they are integral to the overall architectural or landscape design of the site and comply with applicable site distance requirements as outlined in Section 9.150.070 (Intersection Sight Distance).
6. Public art, such as sculptures, statues, murals, and other installations of a durable and weatherproof design, may be placed in setback areas along public rights-of-way, provided they complement the overall architectural or landscape design of the site and comply with applicable site distance requirements as outlined in Section 9.150.070 (Intersection Sight Distance).
D. Allowed Projections into Setbacks. The following architectural features, not providing additional floor space, may extend into the front, side, street side, and rear yard setbacks, only as follows and provided they comply with applicable site distance requirements as outlined in Section 9.150.070 (Intersection Sight Distance):
1. Chimneys/Fireplaces. A chimney/fireplace that is attached to the primary structure, up to eight (8) feet in width, may extend a maximum of three (3) feet into a required setback but no closer than three (3) feet to a side or rear property line.
2. Canopies, Cornices, Eaves, Roof Overhangs, and Wall Projections. Architectural features of structures, including, but not limited to, balconies, bay windows, canopies, cornices, eaves, wall projections, overhangs, and decorative features, that do not increase the floor area enclosed by the structure, may extend a maximum of three (3) feet into required yard setbacks but no closer than three (3) feet to a side or rear property line.
3. Porches, covered patios, and pergolas. Porches, covered patios, and pergolas located at the same level as the entrance floor of the primary structure may extend as follows:
a. Front Yard. A maximum of six (6) feet into the required front yard setback. This standard applies only to porches; covered patios and pergolas are prohibited from being located in a front yard area.
84 Section 10, Item C
b. Interior and Street Side Yards. A maximum of three (3) feet into the required interior and street side yard setback, provided however that no porch, covered patio, or pergola shall be located nearer than five (5) feet to the side or street side yard property line.
c. Rear Yard. A maximum of five (5) feet into the required rear yard setback, provided however that no covered patio porch or pergola shall be located nearer than five (5) feet to the rear yard property line.
4. Stairways. External stairways may extend into the required interior side yard, street side yard, and rear yard setback by a maximum of two (2) feet, provided however that a stairway shall not be located within five (5) feet of an interior side or rear yard property line.
5. Mechanical Equipment. Any mechanical equipment, including ground-mounted solar equipment, ground-mounter air conditioning units, electrical or gas meters, fixed equipment such as pool pumps and filters, and similar mechanical equipment may extend a maximum of three (3) four (4) feet into the street side yard setback. Any mechanical equipment, including ground-mounted air conditioning units, electrical or gas meters, fixed equipment such as pool pumps and filters, and similar mechanical equipment may be located no less than three (3) four (4) feet from a rear property or interior side property line. Mechanical equipment of any kind is not permitted in the front yard setback.
6. Swimming Pools, Spas, Hot Tubs, and Related Features. Swimming pools, spas, hot tubs, and related features such as diving boards, pool slides, rock features, and similar features shall not be located less than five feet from the rear property line. Swimming pools, spas, hot tubs, and related features are not permitted in the front yard, street side yard, or interior side yard setbacks. The water's edge of a swimming pool, spa, hot tub and any associated water slide, rock feature or other structure shall be used to determine setback distance. Pool equipment shall comply with the setback requirements for mechanical equipment in accordance with Subsection (D)(5) of this Section.
9.150.050 – Lot Coverage
Lot coverage shall be calculated by adding the square footage of each covered structure on a given lot.
Lot coverage is measured from exterior wall to exterior wall. The following shall not be used in the calculation for lot coverage:
A. Uncovered patios or decks.
B. Playground structures.
C. Outdoor fireplaces.
D. Accessory Dwelling Units.
E. Swimming pools, spas, hot tubs, and related features.
SECTION 7. Fowler Municipal Code Section 9.155.020(A) of Article 4 of Title 9 of the Fowler Municipal Code is hereby amended to read as follows:
85 Section 10, Item C
A. Unenclosed accessory structures, including carports, pergolas, gazebos, and porch patio covers.
For purposes of this Chapter, rear porch patio covers attached to a primary structure are not considered accessory structures.
SECTION 8. Fowler Municipal Code Section 9.165.060 of Article 4 of Title 9 of the Fowler Municipal Code is hereby amended to add Subsection D:
9.165.060 – Multi-Family Residential Landscape Standards The following standards shall apply to all multi-family residential or mixed-use projects containing five (5) or more residential units.
A. Usable Open Space. A minimum of ten percent (10%) of the total lot area shall be provided for usable open space. Open space areas shall be a minimum of ten (10) feet by ten (10) feet in size to be eligible for meeting this requirement, except that porches, patios, and balconies may be counted if they meet the minimum size requirement for private open space in Subsection (B) (Private Open Space) of this Section. The following areas are excluded from counting toward the usable open space requirement:
1. Common leisure/recreation areas within an enclosed structure, such as a community room, shall be excluded from the open space calculation.
2. Parking areas, driveways, and required front and street side setbacks shall be excluded from the open space calculation, except that porches, patios, and balconies may be counted if they meet the minimum size requirement for private open space in Subsection (B) (Private Open Space) of this Section.
3. Open space areas measuring less than ten (10) feet by ten (10) feet, except where such area is connected to an open spaces area complying with this size standard. A minimum of five (5) feet must be contiguous to the boundary of the open space area complying with the size standard. A maximum of one hundred (100) square feet in size for such open space areas measuring less than ten (10) feet by ten (10) feet may be counted toward meeting the usable open space requirement.
B. Private Open Space. A private porch, patio, or balcony measuring a minimum of fifty (50) square feet in area with one (1) dimension of at least six (6) feet shall be provided for and directly connected to each unit.
C. Trees Required. A minimum of one (1) medium-sized tree shall be required for every three (3) units.
Trees shall be provided on-site and distributed relatively evenly throughout the development. This requirement shall be in addition to any required street trees in accordance with Section 9.165.040, Subsection (G) (Street Trees Required) and required parking lot trees in accordance with Section 9.165.060, Subsection (C)(1) (Trees Required).
D. Mixed Use Development Exception. Mixed use developments containing fifty percent (50%) or more of the gross floor area devoted to commercial use shall be exempt from the usable open space requirements of Subsection A of this Section. The residential portion shall continue to be required to provide private open space in accordance with Subsection B of this Section. 86 Section 10, Item C
SECTION 9. Section 9.175.070 of Article 4 of Title 9 of the Fowler Municipal Code is hereby amended to add Subsection C:
9.175.070 - Loading Facilities
A. Loading Spaces Required. In connection with every building or part thereof, off-street loading spaces shall be provided and maintained on the same site with such building, as follows:
1. Having a gross floor area of 4,000 square feet or less: no requirement.
2. Having a gross floor area greater than 4,000 and less than 40,000 square feet: at least one (1) off-street loading space.
3. For uses having a gross floor area greater than 40,000 square feet: one (1) additional offstreet loading space for each 30,000 square feet or major fraction thereof of gross floor area over 40,000 square feet, to a maximum of five (5) off-street loading spaces.
B. Development Standards. Loading spaces shall meet the following development standards, where applicable:
1. Every required loading space shall have a minimum length of forty (40) feet, a minimum width of twelve (12) feet, and a minimum vertical clearance of fourteen (14) feet.
2. Loading spaces shall be clearly marked with striping and signage.
3. Required loading spaces may be located within a building.
4. No loading space shall be required where buildings are served by a public alley.
5. A loading space may occupy a rear or side yard, except such portion required to be landscaped. Loading spaces shall not be located in a front or street side yard.
6. Where a loading area is adjacent to a residential zoning district, loading shall be done only between the hours of 7:00 a.m. and 8:00 p.m., unless the loading area is located more than 100 feet from the nearest residential building or is separated by a wall or fence or within an enclosed building.
C. Reduction in Number of Required Loading Spaces. For developments containing multiple buildings on a single site, the Director may approve a reduction in the number of required loading spaces and allow shared or alternative loading facilities upon finding that the proposed loading facilities will adequately serve the development. In making this determination, the Director will consider the number and size of buildings, vehicle circulation, and the nature of the proposed uses.
SECTION 10. Sections 9.240.090 and 9.240.170 of Article 7 of Title 9 of the Fowler Municipal Code is hereby amended to add the definitions of “hardscape” and “patio”:
9.240.090 – “H” Definitions.
Hardscape. Any man-made, non-plant improvement or permanent surface on a site constructed of materials such as concrete, asphalt, brick, stone, pavers, decorative gravel, or similar materials, including but not limited to sidewalks, walkways, patios, driveways, decorative paving, and similar features.
Hardscape does not include turf, trees, shrubs, or other living plant material. 87 Section 10, Item C
9.240.170 – “P” Definitions.
Patio, Covered. Covered Patio shall mean a covered area of flat work located in the side or rear yard that is attached to or detached from a primary or accessory structure. The patio may be partially enclosed on all sides. Partially enclosed for purposes of this definition shall mean that at least seventy-five percent (75%) of the side is transparent.
Patio, Uncovered. Uncovered Patio shall mean an uncovered area of flat work. Uncovered patios may be located in the front, side, or rear yard.
Porch. Porch shall mean a covered area located in the front or side yard, which is attached to a primary or accessory structure. The porch may be partially enclosed on all sides not attached to the house. Partially enclosed for purposes of this definition shall mean that at least seventy-five percent (75%) of the side is transparent.
SECTION 11. If any section, subsection, sentence, clause, phrase or portion of this Ordinance is held for any reason to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the Ordinance.
The City Council of the City of Fowler hereby declares that it would have adopted this Ordinance and each section, subsection, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional.
SECTION 12. This Ordinance shall take effect thirty (30) days after its adoption.
SECTION 13. The City Clerk is further directed to cause this ordinance or a summary of this ordinance to be published once in a newspaper of general circulation published and circulated within the City of Fowler, within fifteen (15) days after its adoption. If a summary of the ordinance is published, then the City Clerk shall cause a certified copy of the full text of the proposed ordinance to be posted in the office of the City Clerk at least five (5) days prior to the City Council meeting at which the ordinance is adopted and again after the meeting at which the ordinance is adopted. The summary shall be approved by the City Attorney. * * * * * * * * * *
The foregoing ordinance was introduced at a regular meeting of the City Council held on the ___ day of ______ 2026, and was adopted at a regular meeting of said Council held on the _____ day of _____ 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
88 Section 10, Item C
ABSENT:
APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:
By:
ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
89 Section 10, Item C
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: October 6, 2026
FROM: WYATT CZESHINSKI, Assistant City Planner
SUBJECT: CONSIDER:
i. Resolution No. 2859, finding that Planning Project No. 25-19 is consistent with the General Plan and General Plan
Environmental Impact Report and approving the Vesting
Tentative Subdivision Map proposed under Planning Project No. 25-19.
Staff Recommendation: Adopt Resolution No. 2859
EXECUTIVE SUMMARY
Planning Project No 25-19, which includes Vesting Tentative Subdivision Map No. 6520, would facilitate the construction of 180 single-family residential lots, park space, and a storm drainage basin. The Project is consistent with the goals and policies of the City’s General Plan.
BACKGROUND
Adrienne Burns of Yamabe & Horn Engineering, on behalf of Joseph Crown (“Applicant), has submitted Vesting Tentative Subdivision Map No. 6520, which proposes to subdivide an approximately 39.67-acre parcel into a single-family residential subdivision, comprising 180 lots, an 82,858 square foot (“sqft”) park space, and a 53,241 sqft storm drainage basin (“Project”). The subject property is located at the southwest corner of East Sumner Avenue and South Sunnyside Avenue (Assessor’s Parcel Number [APN] 343-040-02) (“Project site”).
The Project site is designated as Medium Low Density Residential (“MLDR”) by the City of Fowler’s General Plan. On February 3, 2026, the City Council introduced Ordinance No. 2026- 01 which prezoned the subject property to a mapping zone district designation of R-1-6 with an implementing zone district of R-3, consistent with the underlying General Plan land use designation. Ordinance No. 2026-01 was subsequently adopted on February 17, 2026. At the time that the ordinance was adopted, the Project site contains two existing single family residences, with accessory buildings, and has previously been used for agricultural production.
The property owner and developer were allowing the City’s Police Department to use the existing building for training purposes at that time. Any existing structures would be removed as a part of the Project.
90 Section 10, Item D
At its regular meeting on February 3, 2026, the City Council considered the Project and took action to find that the Project’s prezoning and annexation actions are consistent with the City’s General Plan and General Plan Environmental Impact Report, prezoned the subject property R-1-6 with an implementing zone district of R-3, as previously mentioned, and initiated annexation of the subject property to the City of Fowler. At the time the site was encumbered with a Williamson Act Contract, which was required to be tentatively cancelled with the County of Fresno prior to the City considering taking action on Vesting Tentative Subdivision Map No. 6520.
On August 25, 2026, the Fresno County Board of Supervisors tentatively cancelled the Project site’s Williamson Act Contract. Vesting Tentative Subdivision Map No. 6520 is now being brought back to the City Council for consideration. If approved, City staff will move forward with the next steps on the Project’s annexation process.
ANALYSIS
General Plan Conformity
As discussed above, the Project site is designated MLDR by the City’s General Plan land use diagram and has been prezoned to the R-1-6 mapping zone district and R-3 implementing zone district. At 4.54 dwelling units per acre, the proposed Project would be developed within the density range required by the General Plan.
Public Infrastructure
The Project would have points of access onto East Sumner Avenue (2), South Sunnyside Avenue (1), and the future street of West Mott Avenue (2). Existing water and sewer infrastructure exists within the full extent of the Project’s South Sunnyside Avenue frontage, while existing water and sewer infrastructure only exists within a portion of the Project’s East Sumner Avenue frontage. As a part of the Project, the developer would be conditioned to extend water and sewer facilities to the full extent of it’s East Sumner Avenue frontage, being reimbursed for any costs in excess of its contribution. The interior of the subdivision would provide outlets dedicated for open space and storm drainage purposes. Outlots created and developed for these purposes would be dedicated in fee to the City. In addition to constructing interior roads to the City’s current local street standard, the Project would be required to construct it’s East Sumner Avenue and South Sunnyside Avenue frontages to City standards for a major collector street, as well as it’s portion of the West Mott Avenue frontage to the City’s local street standard.
Traffic Study
The Project was required to prepare a Traffic Impact Analysis (“traffic study”) demonstrating the impact of the proposed development on roadways within the Project site’s vicinity. The traffic study included a recommendation that the Project pay its equitable fair share costs for future impacts to the intersections of Merced Street and State Route 99 southbound off-ramp and Merced Street and State Route 99 northbound on- and off-ramps (see Attachment 6). The recommended future mitigation for these two intersections is a roundabout for each intersection. According to the Project’s traffic study, the Project’s equitable fair share percentage is 21.5% (southbound) and 15.5% (northbound). Future installation of roundabouts at these two intersections would be required to be designed and constructed to the satisfaction of both Caltrans and the City Engineer.
91 Section 10, Item D
Fowler Unified School District
Students residing at the Project site would attend Marshall Elementary (K-2), Fremont Elementary (3-5), Sutter Middle School (6-8), and Fowler High School (9-12). The student generation factor within Fowler Unified has ranged between 0.5 and 0.6 students per household, indicating that the proposed Project would generate approximately 90 to 108 students.
In accordance with State law, any new development is subject to school development fees as a condition of building permit issuance to offset potential impacts to schools. The 180 homes proposed throughout the development would be subject to school development fees on a persqft basis. These funds, in combination with bond financing authorized by District voters and State assistance, will provide facilities and reduce overcrowding in the long-term.
Vesting Tentative Subdivision Map
The proposed Vesting Tentative Subdivision Map includes 180 single family residential lots, ranging from 5,000 sqft to 12,881 sqft in size. Proposed lots have been reviewed for conformance with the City of Fowler Subdivision Ordinance and the development standards of the R-3 implementing zone district, as outlined in the Fowler Zoning Ordinance.
Open Space
General Plan Policy OS-3 requires that single-family projects include 5% open space within the boundaries of the Project. Under the current proposal the Applicant would be required to develop approximately 1.98 acres of open space within proposed subdivision. The Project would include approximately 1.90 acres of parkland centered within the boundaries of the subdivision, while approximately 1.11 acres of trail alignment would be provided along the Project’s East Sumner Avenue and South Sunnyside Avenue street frontages. The proposed park space, plus the trail alignments would result in the Project meeting its open space requirement.
Fowler Municipal Code Design Standards
The Project is required and will be conditioned to comply with Section 9.120.060 (SingleFamily Residential Subdivision Design Standards) of the Fowler Zoning Ordinance. While the Applicant has not provided elevations for homes that would be constructed as a part of the Project, design would be required to meet City of Fowler’s Single-Family Residential Design Standards.
Grounds for Approval of a Tentative Subdivision Map
The Subdivision Map Act (Gov. Code § 66474) requires cities make the following findings prior to approval of a tentative map:
1. The proposed map is consistent with applicable general and specific plans as specified in Section 65451.
As discussed above, the Project site has a MLDR land use designation. According to Table 4-1 of the Fowler General Plan, the MLDR land use designation is consistent with the R-1-6 mapping zone district, which the property has been prezoned as. As proposed, the Project meets the density requirements of the MLDR land use designation and conforms with the R3 implementing zone district standards, making the Project consistent with both the applicable General Plan and zoning requirements. 92 Section 10, Item D
2. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
The proposed subdivision has been reviewed for compliance with the City’s General Plan, the Fowler Subdivision Ordinance, and the Fowler Zoning Ordinance. As conditioned, the Project meets all applicable design and improvement requirements.
3. The site is physically suitable for the type of development.
The Project site is designated as MLDR by the City’s General Plan and is thus anticipated for single family residential development. After reviewing the proposed subdivision, it has been determined that the Project site is suitable for the type of development being proposed.
4. The site is physically suitable for the proposed density of development.
The Project site is designated as MLDR by the City’s General Plan and is thus anticipated for single family residential development. The proposed subdivision would result in a dwelling unit per acre ratio of 4.54, which is within the density range prescribed by the General Plan for the MLDR land use designation. The Project site has been determined to be adequate for the type of density proposed within the development.
5. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
The Project is consistent with the previously certified City of Fowler General Plan Environmental Impact Report (“EIR”). The EIR considered impacts to fish and wildlife resources within the City’s Planning Area. Buildout of the land uses analyzed under the General Plan EIR was found to not have a significant environmental effect on biological resources. As such, the proposed Project, which is being developed in accordance with the City’s General Plan, would not result in substantial environmental damage or substantially and avoidably injure a fish or wildlife habitat.
6. The design of the subdivision or type of improvements is not likely to cause serious public health problems.
There is no evidence in the record that the Project is likely to cause any serious public health problems. The Project is consistent with the City’s General Plan and would be developed consistent with the City’s development standards, as conditioned.
7. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
The Project would not conflict with any existing easements acquired by the public at large. The Project itself proposes a temporary access easement south of Outlot E for emergency vehicles, solid waste, and the general public to have the ability to turn 93 Section 10, Item D
around on South “A” Avenue and South Marian Avenue prior to the development of Phase 2.
PUBLIC NOTICE
A Notice of Public Hearing was published in The Business Journal on September 25, 2026, which is at least ten (10) days prior to the public hearing. It was also sent via US Mail to property owners within 300 feet of the proposed project.
ENVIRONMENTAL REVIEW
The Project was previously reviewed for compliance with the California Environmental Quality Act (CEQA). At its February 3, 2026, regular meeting, the City Council determined that the Project’s prezoning and initiation of the Project site is exempt from further environmental review pursuant to CEQA Guidelines Section 15183, as the Project is consistent with the City’s General Plan and the General Plan Environmental Impact Report. Approval of the proposed map, which meets the density prescribed by the Project site’s General Plan land use would also be consistent with the General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines Section 15183. If approved, a Notice of Exemption will be filed with the County Clerk and the State Clearinghouse.
GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan goals and policies:
General Plan Goal LU-1
Growth occurs logically and efficiently.
General Plan Goal LU-2
A wide range of housing types are available to accommodate all housing needs in the community.
General Plan Policy LU-1
Development shall occur in accordance with the planned land uses as shown on Figure 4-1:
Land Use Diagram.
General Plan Policy LU-4
The overall maximum density of the land use designation shall not be exceeded, except when a project is eligible for increased density as part of a Planned Unit Development or under the State Density Bonus Law.
General Plan Policy LU-8
Annex land into the City in accordance with adopted growth management thresholds and reject proposals for annexation that do not comply with requirements of General Plan policies relating to orderly and contiguous development and provision of public services and facilities.
General Plan Policy CDES-26
Single family residential projects shall be designed in a way such that they enhance Fowler’s character.
94 Section 10, Item D
General Plan Policy CDES-27
Discourage direct access to collector streets from single-family residential properties except where physical circumstances do not allow other design solutions.
General Plan Policy OS-3
Within single family residential projects, whether attached or detached, a minimum of 5% of the project site, not inclusive of existing or future major road rights-of-way, shall be developed with usable open space. Such open space shall be maintained by an assessment district, landscape/lighting district, homeowners' association, or other appropriate maintenance entity.
General Plan Policy OS-4
Usable open space areas, as required in Policy OS-3, may fulfill the requirements for parkland dedication, per the City’s Quimby Ordinance. To qualify, such land shall be dedicated to the City and meet the minimum established requirements for usable open space.
General Plan Policy OS-20
Require the planting of shade trees with substantial canopies within private development.
General Plan Goal MOB-1
Fowler’s streets are a safe and enjoyable environment for pedestrians, cyclists, motorists, and people of all ages and abilities.
General Plan Policy ED-5
Discourage passive land uses, underutilization of land, and vacant structures on available commercial sites.
FISCAL IMPACT
The Project would result in the collection of development impact fees for single-family residential projects in accordance with the most current development impact fee schedule at the time that the Project application was received by the City. Development of the site would also increase the assessed value of the property and therefore generate additional ongoing property tax revenue to the City.
PROCUREMENT PROCESS
No procurement is associated with this action.
CONFLICT OF INTEREST
No potential conflicts of interest are known to exist.
Attachments
- Attachment 1: Regional Vicinity Map
- Attachment 2: Aerial Map
- Attachment 3: General Plan Land Use Map
- Attachment 4: Zoning Map
- Attachment 5: Vesting Tentative Subdivision Map No. 6520 - Attachment 6: Traffic Study
- Attachment 7: Resolution No. 2859, Exhibit A (Conditions of Approval) 95 Section 10, Item D
Attachment 1: Regional Vicinity Map
96 Section 10, Item D
Attachment 2: Aerial Map
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Attachment 3: General Plan Land Use Map
98 Section 10, Item D
Attachment 4: Zoning Map
99 Section 10, Item D
Attachment 5: Vesting Tentative Subdivision Map No. 6520 100
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`
TRACT 6520
On the Southwest Quadrant of
Sumner Avenue and Sunnyside Avenue in the
City of Fowler, California
TRAFFIC IMPACT ANALYSIS
TIA 25-___
Prepared for:
Crown Homes
5320 E. Pine Avenue
Fresno, CA 93727
Prepared by:
Yamabe & Horn Engineering, Inc.
2985 N Burl Ave #101
Fresno, CA 93727
December 30, 2025
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Traffic Impact Analysis
For Tract 6520 residential development located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue
In the City of Fowler, CA
December 30, 2025
This Traffic Impact Study has been prepared under the direction of Brandon A. Broussard, P.E. Brandon A. Broussard attests to the technical information contained therein and has judged the qualifications of recommendations, conclusions, and decisions are based on City of Fowler guidelines, general engineering standards, and California/Federal laws.
Prepared by:
Brandon A. Broussard, P.E.
Principal Engineer
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Table of Contents
1.0 Introduction and Executive Summary ........................................................... Page 1
2.0 Project Scope .................................................................................................. Page 3
3.0 Study Area and Scenarios .............................................................................. Page 3
4.0 Level of Service and Thresholds .................................................................... Page 4
4.1 Level of Service ........................................................................................... Page 4
4.2 Signal Warrants ........................................................................................... Page 5
5.0 Existing Conditions Scenario ......................................................................... Page 6
5.1 Existing Roadway Network .......................................................................... Page 6
5.2 Existing Sumner Avenue PCI Condition ....................................................... Page 6
5.3 Safety Analysis of State Highway Facilities .................................................. Page 7
5.4 Existing Roadway Network .......................................................................... Page 7
5.5 Existing Conditions Analysis Results ........................................................... Page 8
6.0 Existing Plus Project Phase 1 Scenario ......................................................... Page 9
6.1 Transit Routes, Walkways and Bikeways Analysis ...................................... Page 9
6.2 Project Phase 1 Trip Generation .................................................................. Page 9
6.3 Existing Plus Project Phase 1 Analysis ......................................................... Page 10
7.0 Near Term Opening Scenario ......................................................................... Page 11
7.1 Near Term Opening Trip Generation ............................................................ Page 11
7.2 Near Term Opening Analysis Results ........................................................... Page 11
8.0 Near Term Build Out Scenario ......................................................................... Page 13
8.1 Near Term Build Out Trip Generation ........................................................... Page 13
8.2 Near Term Build Out Analysis Results .......................................................... Page 13
9.0 Year 2046 No Project Scenario ........................................................................ Page 16
9.1 Year 2046 No Project Analysis Results ........................................................ Page 16
10.0 Cumulative Year 2046 Plus Project Scenario ............................................... Page 18
10.1 Cumulative Year 2046 Plus Project Analysis Results.................................. Page 18
11.0 Queuing Analysis ........................................................................................... Page 20
12.0 Project’s Equitable Fair Share ....................................................................... Page 22
13.0 Conclusions and Recommendations ............................................................ Page 23
14.0 References ...................................................................................................... Page 25
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List of Tables
Table I – Level of Service Criteria for Unsignalized Intersections ............................. Page 4 Table 2 – Level of Service Criteria for Signalized Intersections ................................ Page 5 Table 3 – Pavement Condition Index Result ............................................................. Page 7 Table 4 – SHS Collisions .......................................................................................... Page 7 Table 5 – Existing Conditions LOS ........................................................................... Page 8 Table 6 – Project Phase 1 Trip Generation ............................................................... Page 9 Table 7 – Existing Plus Project Phase 1 LOS ........................................................... Page 10 Table 8 – Approved and Pending Projects Trip Generation ...................................... Page 11 Table 9 – Near Term Opening Intersection LOS ....................................................... Page 12 Table 10 – Near Term Build Out Trip Generation ..................................................... Page 13 Table 11 – Near Term Build Out Intersection LOS ................................................... Page 14 Table 12 – Near Term Build Out Mitigation LOS ....................................................... Page 15 Table 13 – Year 2046 No Project LOS ..................................................................... Page 17 Table 14 – Year 2046 No Project Mitigation LOS ..................................................... Page 17 Table 15 – Cumulative Year 2046 Plus Project LOS ................................................ Page 19 Table 16 – Cumulative Year 2046 Plus Project Mitigation LOS ................................ Page 19 Table 17 – Queuing Results ..................................................................................... Page 20 Table 18 – Queuing Results (Continued) .................................................................. Page 21 Table 19 – Equitable Fair Shair ............................................................................... Page 22 List of Appendices
Appendix A – Figures
Appendix B – Scoping Letter
Appendix C – Traffic Counts
Appendix D – Synchro Reports
Appendix E – Fresno COG Models
Appendix F – Signal Warrants
Appendix G – Pavement Condition Index Worksheet and Photos 104
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1.0 INTRODUCTION AND EXECUTIVE SUMMARY
This Traffic Impact Analysis (TIA) was prepared to assess the traffic impacts of the proposed Tract 6520 residential development (Project) located on the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project consists of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. The Project site plan as shown in Figure 1 and Figure 2 shows the overall location of the Project and surrounding roadway network. Per conversations with City of Fowler Staff, the Project does not require a VMT analysis per the City of Fowler 2040 General Plan Draft Environmental Impact Report (EIR).
The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). The scope of work identified the following intersection(s) to be studied for potential traffic impacts:
1. Clovis Avenue and Adams Avenue
2. Clovis Avenue and Sumner Avenue
3. Sunnyside Avenue and Sumner Avenue
4. Clovis Avenue and South Avenue
5. Sunnyside Avenue and South Avenue
6. Merced Street and Highway 99 SB Off-Ramp
7. Merced Street and Highway 99 NB Ramps
8. Fowler Avenue and Fresno Street
9. Fowler Avenue and South Avenue
10. Fowler Avenue and Highway 99 SB On-Ramp
11. Adams Avenue and Highway 99 SB Off-Ramp
Potential Level of Service (LOS) traffic impacts were evaluated per the City of Fowler Traffic Impact Analysis Guidelines (TIAG) dated January 2025. Per Section 3.3 of the City of Fowler TIAG, city roadway segments and intersections are encouraged to operate at LOS C or better.
LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. The traffic impacts are as follows:
Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 105
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Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operate at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.
Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.
Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operate at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operate at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.
Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
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• Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.
Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 of this TIA for future improvements not covered by an existing impact fee program or grant funds.
2.0 PROJECT SCOPE
The scope of work was prepared in consultation with and approved by the City of Fowler, County of Fresno, and Caltrans in a letter dated May 7, 2025 (Appendix B). In addition to the scoping document, Caltrans requested a safety review of all State Highway System (SHS) facilities the Project adds trips to. The County of Fresno requested a Pavement Condition Index (PCI) evaluation of Sumner Avenue west of the project boundaries to Clovis Avenue. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project are also included with the TIA.
3.0 STUDY AREA AND SCENARIOS
The scope of work identified the following intersection(s) to be studied for potential traffic impacts.
The locations of the study intersections are shown in Figure 3.
1. Clovis Avenue and Adams Avenue
2. Clovis Avenue and Sumner Avenue
3. Sunnyside Avenue and Sumner Avenue
4. Clovis Avenue and South Avenue
5. Sunnyside Avenue and South Avenue
6. Sumner Avenue and Highway 99 SB Off-Ramp
7. Sumner Avenue and Highway 99 NB Ramps
8. Fowler Avenue and Fresno Street
9. Fowler Avenue and South Avenue
10. Fowler Avenue and Highway 99 SB On-Ramp
11. Adams Avenue and Highway 99 SB Off-Ramp
Scenarios to be Analyzed are as follows:
1. Existing Conditions
2. Existing Plus Project Phase 1
3. Near Term Opening (Phase 1 Plus Pending/Approved Projects)
4. Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects)
5. Cumulative Year 2046 No Project
6. Cumulative Year 2046 Plus Project
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The time periods for the operational analysis are as follows:
• Weekday AM peak hour between 7:00 and 9:00 AM
• Weekday PM peak hour between 4:00 and 6:00 PM
4.0 LEVEL OF SERVICE AND THRESHOLDS
4.1 LEVEL OF SERVICE
The State of California no longer considers LOS as an environmental impact criteria under CEQA.
Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.
The City of Fowler General Plan and TIAG states that city roadway segments and intersections are encouraged to operate at LOS C or better. LOS D may be allowed during peak hours at intersections of major streets, at State Route 99 interchanges, and along street segments where additional improvements are not feasible. For the purposes of this study, the City of Fowler’s LOS thresholds will be applied to all study intersections. For the purposes of this traffic study, the LOS thresholds provided by the City of Fowler will be used.
Level of service analyses was performed for all the study intersections using Synchro 12 software which utilizes Highway Capacity Manual (HCM) 7 methodologies in its calculation of approach control delays.
For signalized and all-way stop controlled intersections, results of analyses of different scenarios will be presented showing the average control delay. For two-way stop controlled intersections, the worst-case scenario for one of the approaches will be presented as the result.
Table 1: Level of Service Criteria for Unsignalized Intersections Source: Highway Capacity Manual 7th Edition
Average Control Delay (s/veh) Level of Service
v/c ≤ 1.0
0-10 A
> 10-15 B
> 15-25 C
> 25-35 D
> 35-50 E
> 50 F
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Table 2: Level of Service Criteria for Signalized Intersections Average
Control Delay
(s/veh)
Level of Service
By volume to
capacity ratio v/c
≤1.0
Description
0-10 A
Progression is very favorable, or cycle length is very
short. Most vehicles arrive during green signal and do
not stop.
> 10-20 B Progression is highly favorable, or cycle length is very short. More vehicles stop than with LOS A.
> 20-35 C
Progression is favorable or the cycle length is
moderate. The number of vehicles stopping is
significant, though many vehicles still pass through
without stopping.
> 35-55 D
Volume to capacity ratio is high and progression is
ineffective, or cycle lengths are long. Many vehicles
stop, and the proportion of vehicles not stopping
diminishes. Individual cycle failures are noticeable.
> 55-80 E
Volume to capacity ratio is high, progression is
unfavorable, and cycle lengths are long. Individual
cycle failures are frequent.
> 80 F Progression is very poor, and cycle lengths are long.
Most cycles fail to clear the queue.
Source: Highway Capacity Manual 7th Edition
4.2 SIGNAL WARRANTS
The investigation of the need for a traffic control signal at any intersection is standardized by California Manual on Uniform Traffic Control Devices (CAMUTCD) signal warrants. If the LOS of a study intersection with stop control falls below the acceptable LOS as defined in Section 4.1, traffic signal warrants were performed to explore the potential of a traffic signal as a mitigation measure. Per the City of Fowler TIAG, Signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience) are to be performed. Due to the nature of the study and application of only AM and PM peak hour trips, signal warrants 1 and 2 can only be performed for the Existing Conditions scenario where 24-hour traffic counts have been obtained.
It is to be noted that the CAMUTCD states that ‘the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
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5.0 EXISTING CONDITIONS SCENARIO
5.1 EXISTING ROADWAY NETWORK
The existing conditions of the roadway network within the vicinity of the Project are described below. Roadway classifications were determined based on the City of Fowler General Plan.
Clovis Avenue: two-lane undivided arterial roadway running north and south. Highway 99 northbound and southbound interchange is located along Clovis Avenue north of Adams Avenue.
Adams Avenue: two-lane undivided arterial roadway running east and west. Highway 99 northbound on ramp and southbound off ramp is located on Adams Avenue midway between Clovis Avenue and Stearns Avenue.
Sumner Avenue: two-lane undivided collector roadway running east and west. Sumner Avenue becomes Merced Street east of the Fowler Avenue/Highway 99 southbound off ramp intersection.
Merced Street: two-lane undivided collector roadway running northeast and southwest. Merced Street becomes Sumner Avenue west of the Fowler Avenue/Highway 99 southbound off ramp intersection.
Sunnyside Avenue: two-lane local roadway running north and south. Portions of Sunnyside Avenue north of Sumner Avenue to Randy Avenue along more recent residential developments have been widened and have bike lanes.
Fowler Avenue: two-lane undivided arterial roadway running north and south from South Avenue to Fresno Street and then northwest and southwest from Fresno Street to Merced Street. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street.
South Avenue: two-lane undivided collector roadway running east and west. Highway 99 SB on ramp exists on Fowler Avenue just southeast of Fresno Street. Portions of South Avenue west of Fowler Avenue to Clovis Avenue along more recent residential developments have been widened and have bike lanes. A two-way left turn lane exists between Sandy Avenue and Hill Avenue.
Existing study intersection locations, lane configurations and intersection control are shown on Figures 3.
5.2 EXISTING SUMNER AVENUE PCI CONDITION
An on-site survey was conducted to determine the current PCI condition of Sumner Avenue from the western boundary of the Project location to Clovis Avenue. Two inspection locations were performed due to the length of the roadway segment. Overall, this stretch of Sumner Avenue contained substantial amounts of medium block cracking and medium to high severity alligator cracking. Most of the alligator cracking was found along the westbound travel lane. The result is an extremely poor PCI value of 12. The PCI survey worksheets and pavement condition photos can be found in Appendix G.
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Table 3: Pavement Condition Index Result
Node Roadway Segment Limits PCI
1 Sumner Avenue Clovis Avenue to ±620
west of Sunnyside Avenue 12
5.3 SAFETY ANALYSIS OF STATE HIGHWAY FACILITIES
A safety analysis was performed for SHS study intersections. Yamabe and Horn requested collision data from Caltrans. Table 4 summarizes the collision data. All study intersections, except for Adams Avenue and Highway 99 southbound off ramp, have actual fatal collisions rates and actual total collisions rates that are below the average rates for similar facilities statewide.
Eight collisions were recorded at Adams Avenue and Highway 99 southbound off ramp between December 31, 2019, and December 31, 2024. The crash records indicate issues with speeding and improper turns resulting in rear ends, overturning, and hit objects.
Table 4: SHS Collisions
Intersection
Total No.
of
Collisions
ACTUAL
(per million vehicles)
AVERAGE
(per million vehicles)
Fatal
Collisions
Fatal +
Injury
Collisions
Total Fatal
Collisions
Fatal +
Injury
Collisions
Total
Merced St &
HWY 99 SB
Off Ramp
0 0.000 0.00 0.00 0.002 0.09 0.31
Merced St &
HWY 99 NB
Off Ramp
2 0.000 0.00 0.44 0.003 0.38 1.04
Merced St &
HWY 99 NB
On Ramp
1 0.000 0.00 0.15 0.002 0.25 0.63
Fowler Ave &
HWY 99 SB
On Ramp
4 0.000 0.62 0.62 0.003 0.38 1.04
Fowler Ave &
HWY 99 SB
On Ramp
9 0.000 0.98 4.40 0.006 0.41 1.26
5.4 EXISTING TRAFFIC COUNTS
Existing traffic counts were taken midweek during the months of May and June 2025 while Fowler Unified School District school year was in session and can be found in Appendix C. Existing peak hour traffic volumes are shown in Figure 4.
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5.5 EXISTING CONDITIONS ANALYSIS RESULTS
The results of the existing conditions analysis are summarized in Table 5 and shown in Figure 5.
Under this scenario:
• All study intersections currently operates within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Table 5: Existing Conditions LOS
Node Intersection Peak
Hour
Existing
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.5 A
PM 11.5 B
2 Clovis Ave & Sumner Ave AM 11.5 B
PM 13.1 B
3 Sunnyside Ave & Sumner Ave AM 10.8 B
PM 11 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 22.9 C
PM 15.1 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 26.2 D
PM 17.4 C
8 Fresno St & Fowler Ave AM 15.3 C
PM 13.9 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.1 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
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6.0 EXISTING PLUS PROJECT PHASE 1 SCENARIO
Phase 1 of the Project will develop 93 single family residential units. Figure 1 shows the latest Project Site Plan. Access to and from the Project site for Phase 1 will be provided at 3 locations.
Two access points are located along the south side of Sumner Avenue approximately 223 feet and 925 feet west of Sunnyside Avenue. One access point will be provided along the west side of Sunnyside Avenue approximately 460 feet south of Sumner Avenue. All access points will be full access. It is assumed that the existing surrounding roadway geometrics and traffic controls will remain in place for this scenario.
6.1 Transit Routes, Walkways and Bikeways Analysis
The Fresno County Rural Transit Agency (FCRTA) provides fixed-route bus services and ondemand transportation linking the City of Fowler with the cities of Selma, Kingsburg, and Fresno.
Currently, two bus stops exist in the City of Fowler which are located at 7th Street & Merced Street and at the Adventist Health/Valley Children’s Hospital across from 230 S 9th Street. No additional bus stop or routes are proposed with the Project.
The Project proposes the construction of ADA compliant sidewalks and access ramps throughout the internal Project site circulation as well as along the Project’s frontages along the south side of Sumner Avenue and the west side of Sunnyside Avenue. Bike lanes will also be constructed along said frontages, connecting to the City of Fowlers existing bike lanes along Sumner Avenue from Sunnyside Avenue to 8th Street and along Sunnyside Avenue north of Sumner Avenue.
6.2 PROJECT PHASE 1 TRIP GENERATION
Table 6 presents the project trip generation for Phase 1 of the Project. Phase 1 will generate approximately 877 total daily weekday trips, 66 AM peak hour trips, and 88 PM peak hour trips.
Figure 6 and Figure 7 show the Phase 1 Project trip distributions. Phase1 Project trip distributions were determined based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 8 presents the total existing plus Project Phase 1 trip volumes for the study intersections.
Table 6: Project Phase 1 Trip Generation
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 937)
93.00 9.43 877 0.70 17 48 0.94 56 32
DU 25 / 75 63 / 37
TOTAL 17 48 56 32
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6.3 EXISTING PLUS PROJECT PHASE 1 ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 7 and shown on Figure 9.
Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Table 7: Existing Plus Project Phase 1 LOS
Node Intersection Peak
Hour
Existing plus
Project PH 1
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 9.7 A
PM 12.2 B
2 Clovis Ave & Sumner Ave AM 11.9 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.2 B
PM 11.5 B
4 Clovis Ave & South Ave AM 11.6 B
PM 12.3 B
5 Sunnyside Ave & South Ave
AM 9.9 A
PM 10.5 B
6 Merced St & HWY 99 SB Off Ramp AM 24.9 C
PM 16 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 29 D
PM 18.8 C
8 Fresno St & Fowler Ave AM 15.4 C
PM 14 B
9 Fowler Ave & South Ave AM 13.4 B
PM 12.6 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.2 B
PM 10.9 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
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7.0 NEAR TERM OPENING SCENARIO
The Near Term Opening assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown in Figure 3. Pending and approved project trips within a half mile of the Project site are added to the Near Term Opening traffic volumes.
7.1 NEAR TERM OPENING TRIP GENERATION
Table 8 lists the pending and approved projects provided by the City of Fowler to be included in this study along with their estimated trip generations. The pending and approved projects will generate an estimated total of 2,027 weekday trips, 142 AM peak hour trips, and 188 PM peak hour trips. Figure 10 shows pending and approved project trip distribution and Figure 11 shows the total Near Term Opening traffic volumes for the study intersections.
Table 8: Approved and Pending Projects Trip Generation
Land
Use/Zoning APN Size Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
CUP NO. 25-04
Low-rise
Multifamily
(ITE LU 220)
343-020-18 116.00 6.74 782 0.40 11 35 0.51 37 22
DU 24 / 76 63 / 37
Tract No. 6405*
Single-Family
Detached
Homes
(ITE LU 210)
345-010-25 34.00 9.43 321 0.70 6 18 0.94 20 12
DU 25 / 75 63 / 37
Tract No. 6501
Single-Family
Detached
Homes
(ITE LU 210)
343-040-26 103.00 9.43 971 0.70 18 54 0.94 61 36
DU 25 / 75 63 / 37
TOTAL 2,074 35 107 118 70
*Remaining units
7.2 NEAR TERM OPENING ANALYSIS RESULTS
The results of the Existing Plus Project Phase 1 analysis are summarized in Table 9 and shown in Figure 12.
Under this scenario:
• All study intersections operates within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. 115
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Table 9: Near Term Opening Intersection LOS
Node Intersection Peak
Hour
Near Term
Opening
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10 A
PM 13.1 B
2 Clovis Ave & Sumner Ave AM 12.4 B
PM 13.9 B
3 Sunnyside Ave & Sumner Ave AM 11.5 B
PM 12.2 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 31.1 D
PM 18.8 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 35 D
PM 21.7 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14 B
PM 13.2 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
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8.0 NEAR TERM BUILD OUT SCENARIO
The Near Term Build Out scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.
Phase 2 Project trips are added to the Near Term Opening traffic volumes. Access to and from the Project site for Phase 2 will be provided at 3 locations. Phase 2 will construction a new two lane local street tentatively named Mott Avenue along the southern of limits of the Project site connecting to Sunnyside Avenue. Along the north side of Mott Avenue will be two points of access to the Project site. The first access will be located approximately 260 feet west of Sunnyside Avenue and the second access point will be located 1,000 feet west of Sunnyside Avenue. The access point constructed along the west side of Sunnyside with Phase 1 of the project will also be available to Phase 2 traffic. All access points will be full access.
8.1 NEAR TERM BUILD OUT TRIP GENERATION
Table 10 presents the project trip generation for Phase 2 of the Project. Phase 2 will generate approximately 877 total daily weekday trips, 61 AM peak hour trips, and 82 PM peak hour trips.
Figure 13 and Figure 14 shows Phase 2 Project trip distributions. Phase 2 Project trip distributions were based on Fresno Council of Governments (FCOG) Project Select Zone modeling and engineering knowledge and judgement of existing surrounding travel patterns and land uses. FCOG model outputs can be found in Appendix E. Figure 15 presents the total Near Term Build Out traffic volumes for the study intersections.
Table 10: Near Term Build Out Trip Generation
Land
Use/Zoning
Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 2 Single
Family
Detached
Homes
(ITE LU 937)
87.00 9.43 820 0.70 16 45 0.94 52 30
DU 25 / 75 63 / 37
TOTAL 16 45 52 30
8.2 NEAR TERM BUILD OUT ANALYSIS RESULTS
The results of the Near Term Build Out analysis are summarized in Table 11 and shown on Figure
16. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.
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The proposed mitigations for intersections operating below acceptable LOS are:
Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour. • Mitigation Option 2: Install traffic signal with existing lane configurations. Eastbound left turn lane to have protected phasing. Signal Warrant 3 (Peak Hour) is met. Signal Warrant 7 (Crash Experience) is not met due to having less than 5 crashes in a 12 month period. o This will improve the LOS to B in the AM peak hour and B in the PM peak hour.
LOS results of the proposed mitigations are shown in Table 12. It should be noted that the satisfaction of a traffic signal warrant shall not in itself require the installation of a traffic signal.
Table 11: Near Term Build Out Intersection LOS
Node Intersection Peak
Hour
Near Term
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.8 B
2 Clovis Ave & Sumner Ave AM 12.6 B
PM 14.5 B
3 Sunnyside Ave & Sumner Ave AM 12 B
PM 13.5 B
4 Clovis Ave & South Ave AM 11.9 B
PM 13.2 B
5 Sunnyside Ave & South Ave
AM 10.2 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 35 D
PM 20.9 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 41.8 E
PM 23.3 C
8 Fresno St & Fowler Ave AM 15.8 C
PM 14.4 B
9 Fowler Ave & South Ave AM 14.1 B
PM 13.5 B
10 Fowler Ave & HWY 99 SB On Ramp AM 11.3 B
PM 11 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.7 A
PM 9.6 A
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Table 12: Near Term Build Out Mitigation LOS
Node Intersection Peak
Hour
Near Term
Mitigated
Delay
(s) LOS
7 Merced St & HWY 99 NB On/Off Ramps
(Roundabout)
AM 12.1 B
PM 8.2 A
7 Merced St & HWY 99 NB On/Off Ramps
(Signalized)
AM 18.1 B
PM 13.1 B
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9.0 YEAR 2046 NO PROJECT SCENARIO
The Year 2046 No Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3.
Existing traffic count volumes were projected to Year 2046 No Project volumes by utilizing the traffic growth calculated between the FCOG Base Year 2019 model and Cumulative Year 2046 model. Figure 17 presents the total Year 2046 No Project traffic volumes for the study intersections.
9.1 YEAR 2046 NO PROJECT ANALYSIS RESULTS
The results of the Year 2046 No Project analysis are summarized in Table 13 and shown in Figure
18. Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.
The proposed mitigations for intersections operating below acceptable LOS are:
Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
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Table 13: Year 2046 No Project LOS
Node Intersection Peak
Hour
2046 No
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.2 B
PM 13.4 B
2 Clovis Ave & Sumner Ave AM 11.8 B
PM 14 B
3 Sunnyside Ave & Sumner Ave AM 11.7 B
PM 11.8 B
4 Clovis Ave & South Ave AM 12 B
PM 13.4 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.8 B
6 Merced St & HWY 99 SB Off Ramp AM 65.9 F
PM 21 C
7 Merced St & HWY 99 NB On/Off
Ramps
AM 61.8 F
PM 25.1 D
8 Fresno St & Fowler Ave AM 18.7 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15 B
PM 13.7 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 14: Year 2046 No Project Mitigation LOS
Node Intersection Peak
Hour
2046 No
Project
Mitigated
Delay
(s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 11.2 B
PM 8.1 A
7 Merced St & HWY 99 NB On/Off
Ramps
(Roundabout)
AM 14.9 B
PM 9.3 A
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10.0 CUMULATIVE YEAR 2046 PLUS PROJECT SCENARIO
The Cumulative Year 2046 Plus Project scenario assumes the same roadway and intersection control conditions as the Existing Conditions scenario described in Section 5 and shown on Figure 3. Cumulative Year 2046 Plus Project traffic volumes were calculated by adding Phase 1 and Phase 2 Project trips to the Year 2046 No Project volumes. Figure 19 presents the total Cumulative Year 2046 Plus Project traffic volumes for the study intersections.
10.1 CUMULATIVE YEAR 2046 PLUS PROJECT ANALYSIS RESULTS The results of the Cumulative Year 2046 Plus Project analysis are summarized in Table 15 and shown on Figure 20.
Under this scenario:
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold.
The proposed mitigations for intersections operating below acceptable LOS are:
Merced Street and Highway SB Off Ramp:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
Merced Street and Highway 99 NB on and Off Ramps:
• Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction.
o This will improve the LOS to C in the AM peak hour and A in the PM peak hour.
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Table 15: Cumulative Year 2046 Plus Project LOS
Node Intersection Peak
Hour
2046 Plus
Project
Delay
(s) LOS
1 Clovis Ave & Adams Ave AM 10.8 B
PM 15.2 C
2 Clovis Ave & Sumner Ave AM 12.5 B
PM 15.7 C
3 Sunnyside Ave & Sumner Ave AM 12.9 B
PM 13.9 B
4 Clovis Ave & South Ave AM 12.1 B
PM 13.5 B
5 Sunnyside Ave & South Ave
AM 10.1 B
PM 10.7 B
6 Merced St & HWY 99 SB Off Ramp AM 80.9 F
PM 26.4 D
7 Merced St & HWY 99 NB On/Off
Ramps
AM 76.3 F
PM 31.5 D
8 Fresno St & Fowler Ave AM 18.8 C
PM 15.8 C
9 Fowler Ave & South Ave AM 15.1 C
PM 14 B
10 Fowler Ave & HWY 99 SB On Ramp AM 12.1 B
PM 11.8 B
11 Adams Ave & HWY 99 SB Off Ramp AM 9.9 A
PM 10 B
Table 16: Cumulative Year 2046 Plus Project Mitigation LOS Node Intersection Peak
Hour
2046 Plus
Project
Mitigated
Delay (s) LOS
6 Merced St & HWY 99 SB Off Ramp
(Roundabout)
AM 12.1 B
PM 8.8 A
7 Merced St & HWY 99 NB On/Off
Ramps (Roundabout)
AM 16.2 C
PM 9.9 A
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11.0 QUEUING ANALYSIS
Queueing results for right turn and left turn lanes are presented in Table 15 and Table 16 for the various analysis scenarios. For non-signalized intersections, queue length was determined by multiplying the 95th percentile queue by 25 feet which is the typical value for the average spacing of a vehicle in queue. For any signalized intersections, the queue length in feet is directly provided by Synchro. Synchro reports can be found in Appendix D.
Table 17: Queuing Results
Node Intersection Approach
Existing
Storage
(ft)
Existing Existing Plus
Project PH 1
Near Term
Opening
Near Term
Build Out
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0 0 / 0 0 / 0
SBR 105 0 / 0 0 / 0 0 / 0 0 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5 8 / 5 8 / 5
SBL >500 3 / 3 3 / 3 3 / 3 3 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 75 / 68 78 / 70 90 / 80 80 / 118
SB OffRamp 1,470 120/98 128/110 155/150 170/178
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 25 / 10 28 / 13 30 / 15 33 / 15
NB OffRamp 1,250 73/35 83/40 98/48 115/55
8 Fresno St
& Fowler
Ave
NBL 70 0 / 0 0 / 0 0 / 0 80 / 118
Bold denotes queue exceeding available storage length.
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Table 18: Queuing Results (Continued)
Node Intersection Approach
Existing
Storage
(ft)
Year 2046
No Project
Cumulative
Year 2046
Plus Project
Queue
(AM/PM) (ft)
Queue
(AM/PM) (ft)
3 Sunnyside
Ave &
Sumner
Ave
EBR 150 0 / 0 0 / 0
WBR 105 0 / 0 0 / 0
SBR 105 0 / 0 3 / 0
5 Sunnyside
Ave &
South Ave
EBR 100 0 / 0 0 / 0
NBL 100 8 / 5 8 / 5
SBL >500 3 / 3 5 / 3
6 Merced St
& HWY 99
SB Off
Ramp
WBL 65 143 / 105 150 / 113
SB OffRamp 1,470 262/163 290/228
7 Merced St
& HWY 99
NB On/Off
Ramps
EBL 65 35 / 15 40 / 18
NB OffRamp 1,250 168/63 190/83
8 Fresno St
& Fowler
Ave NBL 70 0 / 0 0 / 0
Bold denotes queue exceeding available storage length.
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12.0 PROJECT’S EQUITABLE FAIR SHARE
For the mitigation improvements discussed in this study, the Project’s fair share percentage has been calculated if said mitigation improvements are not covered under an existing impact fee program. The fair share percentage was calculated pursuant to the Caltrans Guide for preparation of Traffic Impact Studies. Table 15 provides the equitable fair share for the study intersections.
=
−
Where:
P = Equitable fair share of the project’s traffic impact.
T = Project vehicle trip generated during the peak hour of the adjacent facility.
TB = Forecasted (future with project) traffic volume on the affected facility.
TE = Existing traffic volume of the affected facility.
Table 19: Project’s Equitable Fair Share
Study Intersection Peak
Hour T TE TB P
Merced St & HWY 99 SB Off Ramp AM 57 1,262 1,527 21.5%
Merced St & HWY 99 NB On/Off Ramps AM 45 1,483 1,773 15.5% Per Caltrans review of the TIA scoping document (Appendix B):
“Should the tra!ic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.” Per Section 5.3 Safety Analysis of State Highway Facilities of this TIA, Merced Street and Highway 99 SB O! Ramp and Merced Street and Highway 99 NB On and O! ramp intersections have actual fatal collisions and fatal plus injury collision rates that are below the average rates for similar facilities. Per Section 11.0 Queuing Analysis of this TIA, the before mentioned intersections do not exhibit issues with queuing along the SHS o! ramps. Therefore, mitigation improvements presented for these intersections primarily serve as a capacity based improvement towards LOS and not necessarily to improve upon any significant safety issue concern(s) currently present. It is recommended that the Project contributes its fair share percentage per Table 19 to the City of Fowler whereas proposed mitigations may be implemented in the future when warranted to address emerging safety or multimodal concerns.
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13.0 CONCLUSIONS AND RECOMMENDATIONS
Conclusions and recommendations for the proposed Project and its impacts are presented below.
Existing Conditions
• All study intersections currently operate within acceptable LOS. • Merced Street and Highway 99 NB On and Off Ramps currently operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Existing Plus Project Phase 1
• All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 NB On and Off Ramps will continue to operate at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Near Term Opening (Phase 1 Plus Pending/Approved Projects) • All study intersections operate within acceptable LOS under this scenario. • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS D the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG.
Near Term Build Out (Phase 1 and Phase 2 Plus Pending/Approved Projects) • Merced Street and Highway 99 SB Off Ramp operates at LOS D during the AM peak hour, which is acceptable per Section 3.3 of the City of Fowler TIAG. • Merced Street and Highway 99 NB On and Off Ramps operates at LOS E during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation Option 1: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
o Mitigation Option 2: Install traffic signal with existing lane configurations.
Eastbound left turn lane to have protected phasing. This will improve the LOS to B in the AM peak hour and B in the PM peak hour.
Year 2046 No Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
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Cumulative Year 2046 Plus Project
• Merced Street and Highway 99 SB Off Ramp operates at LOS F during the AM peak hour, which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to B in the AM peak hour and A in the PM peak hour.
• Merced Street and Highway 99 NB On and Off Ramps operates at LOS F during the AM peak hour which is below the City of Fowler’s acceptable LOS threshold. o Mitigation: Construct roundabout with one circulatory lane and one approach lane in each direction. This will improve the LOS to C in the AM peak hour and A in the PM peak hour.
Queuing Analysis
The City should consider right-turn and left-turn storage lengths analyzed in Section 11 of this TIA.
• Merced Street and Highway 99 SB Off Ramp westbound left turn lane experiences an existing deficiency in available storage during the AM and PM peak hours. This deficiency increases in the all future scenarios. With existing intersection geometrics and control, the westbound left turn lane would require a minimum of 150’ of storage which will not be achievable without affecting the available storage of the eastbound left turn lane at Merced Street and Highway 99 NB On-Off Ramp intersection. This is due to Merced Street’s short 250’ roadway segment between these two intersections.
Project’s Equitable Fair Share
It is recommended that the Project contribute its equitable fair share per Table 19 in Section 12 of this TIA for future improvements not covered by an existing impact fee program or grant funds.
128
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F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Page 25
14.0 References
Provost & Pritchard. 2022. “City of Fowler 2040 General Plan Draft Environmental Impact Report”. Fowler: City of Fowler.
Provost & Pritchard. 2023. “City of Fowler 2040 General Plan”. Fowler: City of Fowler.
Provost & Pritchard. 2025. “City of Fowler Traffic Impact Analysis Guidelines”. Fowler: City of Fowler.
Institute of Transportation Engineers. 2021. “Trip Generation Manual 11th Edition”. Washington:
Institute of Transportation Engineers.
Transportation Research Board. 2022. “Highway Capacity Manual 7th Edition”. Washington: The National Academy of Sciences.
129
Section , Item D
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix A
APPENDIX A
Figures
130
Section , Item D
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 1
PROJECT SITE PLAN
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1 1
PHASE 1
PHASE 2
131
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 2
VICINITY MAP
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1 1 132
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 3
EXISTING LANE CONFIGURATION
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1 1
YIELD
YIELD
YIELD
133
Section , Item D
134
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 5
EXISTING LEVELS OF SERVICE
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1 1 135
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 6
PHASE 1 PROJECT TRIP DISTRIBUTION
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1 1 136
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 7
PROJECT PHASE 1 ONLY TRIPS
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1 1 137
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 8
EXISTING PLUS PHASE 1 VOLUMES
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1 1 138
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 9
EXISTING PLUS PHASE 1 LOS
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1 1 139
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 10
PENDING AND APPROVED PROJECT TRIPS
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1 1 140
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 11
NEAR TERM OPENING VOLUMES
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1 1 141
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 12
NEAR TERM OPENING LOS
09/05/2025
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1 1 142
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 13
PHASE 2 PROJECT TRIP DISTRIBUTION
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1 1 143
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 14
PROJECT PHASE 2 ONLY TRIPS
09/05/2025
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1 1 144
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 15
NEAR TERM BUILD OUT VOLUMES
09/05/2025
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1 1 145
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 16
NEAR TEARM BUILD OUT LOS
09/05/2025
25-108
1 1 146
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 17
YEAR 2046 NO PROJECT VOLUMES
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1 1 147
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 18
YEAR 2046 NO PROJECT LOS
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1 1 148
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 19
CUMULATIVE 2046 PLUS PROJECT VOLUMES
09/05/2025
25-108
1 1 149
Section , Item D
EAST ADAMS
AVENUE
EAST SUMNER
AVENUE
EAST SOUTH
AVENUE SOUTH CLOVIS AVENUE
HIGHWAY 99
S. FOWLER AVE. SOUTH SUNNYSIDE AVENUE W. FRESNO STREET
EAST MERCED STREET
SOUTH GOLDEN STATE BLVD
PROJECT TITLE
SHEET DESCRIPTION
Plot By: Andrew Vongphachanh Plot Date: 9/26/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\25-108_TRAFFIC IMPACT.dwg Date:
Scale: As Noted
YH Job No.
Sheet No.
of Sheets
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727 TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM TRACT 6520
TRAFFIC IMPACT ANALYSIS
FIGURE 20
CUMULATIVE 2046 PLUS PROJECT LOS
09/05/2025
25-108
1 1 150
Section , Item D
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix B
APPENDIX B
Scoping Letter
151
Section , Item D
May 7, 2025
Soo Ho Park, City Engineer
City of Fowler
128 S 5th Street
Fowler, CA 93625
Subject: Proposed Scope of Work for the Preparation of a Traffic Impact Analysis for the Crown Homes Residential Development Located Along at the Southwest Quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler Dear Mr. Park,
Yamabe & Horn Engineering, Inc (YH) is requesting a review and approval of the proposed scope of work for preparation of a Traffic Impact Analysis (TIA) located at the southwest quadrant of Sumner Avenue and Sunnyside Avenue in the City of Fowler. The Project will consist of two phases with Phase 1 developing 93 single family residential units and Phase 2 developing 87 single family residential units for a total of 180 single family residential units. Based on the information provided to YH, the Project land use is consistent with the City of Fowler adopted 2040 General Plan and thus will not require a General Plan Amendment. An aerial of the Project vicinity is shown in Exhibit 1.
Project Trip Generation
To estimate the number of trips generated by the proposed Project, data from the latest Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was used. Utilizing trip generation data for LU 210 (Single-Family Detached Housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hours trips.
TABLE 1 – TRIP GENERATION
Land Use/Zoning Size
Unit
Weekday 7-9 AM Peak Hour 4-6 PM Peak Hour
Rate Total Rate
% Split Enter Exit Rate % Split Enter Exit
Phase 1 Single Family
Detached Homes
(ITE LU 210)
93.00 9.43 877 0.70 17 48 0.94 56 32
DU 26 / 74 63 / 37
Phase 2 Single Family
Detached Homes
(ITE LU 210)
87.00 9.43 820 0.70 16 45 0.94 52 30
DU 26 / 74 63 / 37
TOTAL 33 93 56 32
Trip generation rates and splits per ITE Trip Generation Manual, 11th Edition. 152
Section , Item D
Intersections to be Analyzed
1. Clovis Avenue and Adams Avenue
2. Clovis Avenue and Sumner Avenue
3. Sunnyside Avenue and Sumner Avenue
4. Clovis Avenue and South Avenue
5. Sunnyside Avenue and South Avenue
6. Sumner Avenue and Highway 99 SB Off-Ramp
7. Sumner Avenue and Highway 99 NB Ramps
8. Fowler Avenue and Fresno Street
9. Fowler Avenue and South Avenue
Locations of the study intersections are shown in Exhibit 2.
Scenarios to be Analyzed
1. Existing Conditions
2. Existing plus Project Conditions (Phase 1 Only)
3. Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects
4. Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects
5. Year 2046 No Project
6. Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions Analysis will be performed pursuant to the City of Fowler TIA guidelines dated January 2025. A qualitative analysis of existing and planned transit routes, walkways, and bikeways in the vicinity of the Project will be included with the TIA.
Data Collection
Recent (less than 12 months) traffic counts will be obtained for the study intersections. Time periods of said traffic analysis intersection and scenarios will be consistent with the City of Fowler TIA guidelines, which are weekdays AM and PM peak hours. Therefore, existing turn movement traffic counts will be collected during 7-9 AM and 4-6 PM peak hours on a Tuesday, Wednesday, or Thursday. Counts will also include pedestrians and bicyclists, as well as truck traffic volume (unclassified) to determine percent truck traffic for modeling purposes.
Other Scope of Work Items
Other YH scope of work items include:
• Request and obtain Fresno Council of Government (Fresno COG) Project Select Zone Analysis traffic forecast models for Base Year, Select Zone Project Only Trips, and Cumulative Year 2046.
• Use Increment Method to estimate future traffic growth volumes for Year 2046 scenarios. • Determine Project trip distribution by applying engineering judgement based on the Project’s vicinity to surrounding land uses, roadway circulation, and the Fresno COG Project Select Zone forecast modeling.
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Section , Item D
• Perform site visits to observe existing traffic patterns, conditions, and confirm existing geometric layouts of the study intersections.
• Perform Signal Warrant 3 (Peak Hour) and Warrant 7 (Crash Experience) for study intersections where signalization is a recommended mitigation. • Perform queuing analysis for all study intersections and scenarios. • Perform traffic signal warrants 1 (Eight-Hour Volume), 2 (Four-Hour Volume), 3 (Peak Hour), and 7 (Crash Experience).
Please review and comment/concur. Thank you for your time and assistance in this matter.
Sincerely,
Brandon Broussard, PE
Principal Engineer
Attachment:
Exhibit 1 – Aerial of Project Vicinity
Exhibit 2 – Study Intersections
CC: David Padilla – [email protected]
Caltrans District 6 Transportation Planning
Hector Lluna – [email protected]
Fresno County Design Division, Transportation Planning
154
Section , Item D
EXHIBIT 1 – AERIAL OF PROJECT VICINITY
155
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2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Andrew Vongphachanh Plot Date: 5/7/2025 File Location: F:\2025\25-108\dwg\Exhibits\TRAFFIC\Scoping Document\25-108_Study Intersection Map.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets CROWN HOMES - SUNNYSIDE & SUMNER SCOPING DOCUMENT EXHIBIT 2 STUDY INTERSECTIONS 5/7/2025 25-108 1 1 STUDY INTERSECTIONS 156
Section , Item D
1 Andrew Vongphachanh
From: Luna, Hector <[email protected]>
Sent: Thursday, May 8, 2025 8:52 AM
To: Adrienne Burns; Dave Padilla
Cc: [email protected]; Dawn Marple ([email protected]); Soo Ho Park ([email protected]); Community Development; Andrew Vongphachanh; Adam Lee; Hines, Brody
Subject: RE: Crown: Fowler Project (Sumner/Sunnyside)
Good morning,
The County concurs with the proposed study intersections identified in the scoping document. Additionally, the PCI of Sumner Avenue, between Clovis Avenue and the project's western boundary, should be analyzed in the TIS.
Regards,
Hector E. Luna| Senior Planner
Department of Public Works and Planning |
Water and Natural Resources Division
2220 Tulare St. 6th Floor Fresno, CA 93721
Main O/ice: (559) 600-4292 | Direct: (559) 600-9672
Email: [email protected]
Your input matters! Customer Service Survey
From: Adrienne Burns <[email protected]>
Sent: Wednesday, May 7, 2025 4:13 PM
To: Dave Padilla <[email protected]>; Luna, Hector <[email protected]> Cc: [email protected]; Dawn Marple ([email protected]) <[email protected]>; Soo Ho Park ([email protected]) <[email protected]>; Community Development <[email protected]>; Andrew Vongphachanh <[email protected]>; Adam Lee <[email protected]> Subject: Crown: Fowler Project (Sumner/Sunnyside)
Good Afternoon, Dave and Hector,
I am sending you a Tra/ic Scoping Letter that we would like to request that you review for a project in the City of Fowler. The City sta/ has made initial comments and redlines to the scope and we have revised the scope accordingly and are now looking for your feedback and/or approval so we can proceed with the Tra/ic Impact Study. We were hoping to get the counts going ASAP due to the short window we have before school lets out for the summer. If you can accommodate that expedited review, we would greatly appreciate it. Please let me know if you have any questions or comments.
Thank you.
Adrienne Burns
Planning & Entitlements
______________________
157
Section , Item D
2 2985 N. Burl Ave. Suite 101 Fresno, CA 93727
O: (559) 244-3123 | M: (559) 779-3971
yandhengr.com
“A committed team providing high quality engineering services for our clients and community.” 158
Section , Item D
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 365-5140 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
May 28, 2025
FRE-99-11.36
TSM 25-19 Tract 6520
Sumner & Sunnyside
GTS: 36318
SENT VIA EMAIL
Ms. Adrienne Burns, Planning & Entitlements
Yamabe & Horn Engineering, Inc.
2985 N. Burl Ave. Suite 101
Fresno, CA 93727
Dear Ms. Burns:
Caltrans has completed a review of the application for a Tentative Tract Map with 180 lots and the Traffic Impact Analysis (TIA) Scope. The Project site is generally located at the southwest quadrant of the Sunnyside Avenue and Summer Avenue intersection.
State Route (SR) 99 and Merced Street is approximately 2,000 feet from the proposed project. Per the included files submitted, the project will consist of two phases, with Phase 1 developing 93 single-family residential units and Phase 2 developing 87 singlefamily residential units for a total of 180 single-family residential units.
General Comments
The mission of Caltrans is to provide a safe and reliable transportation network that serves all people and respects the environment. The Local Development Review (LDR) process reviews land use projects and plans through the lenses of our mission and state planning priorities of infill, conservation, and travel‐efficient development. Caltrans acknowledges and appreciates early coordination on this project. Early consultation ensures potential impacts to the State Highway System (SHS) are evaluated appropriately and allows sufficient time for safety, operational, and multimodal concerns to be addressed.
TIA Scope Review Comments
a. Caltrans Concurs with the following Traffic Analysis Scenarios:
• Existing Conditions
• Existing plus Project Conditions (Phase 1 Only)
• Near Term Opening (Phase 1 Only) Plus Pending/Approved Projects • Near Term Build Out (Phase 1 Plus Phase 2) Plus Pending/Approved Projects • Year 2046 No Project
• Cumulative Year 2046 (Phase 1 Plus Phase 2) Conditions 159
Section , Item D
Ms. Adrienne Burns – TSM 25-19
May 28, 2025
“Provide a safe and reliable transportation network that serves all people and respects the environment” b. Please include a Trip Distribution percentage map.
c. Traffic Operations study intersections.
• Merced Street and SR-99 SB Off-Ramp
• Merced Street and SR-99 NB Ramps
• S Fowler Avenue and SR-99 SB On-Ramp
• W Fresno Street and S Fowler Avenue
• SR 99 SB Off-ramp and Adams Avenue
Safety Assessment
Per the included Traffic Impact Analysis submitted, Data from the Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition (Land Use 210 – Single Family Detached housing), trips generated were determined separately for the two phases of the Project as shown on Table 1. At full build out, the Project will generate approximately 1,697 total daily weekday trips, 127 total AM peak hour trips, and 88 total PM peak hour trips. Consequently, it is projected by Caltrans that the trips generated by this development may have a safety impact on the State Highway System. According to the Caltrans Local Development Review Safety Practitioner’s Guidance dated February 2024, a safety review for a development is not required if the project makes no physical modification in the State Highway System (SHS) and the project results in zero additional trips by any mode on the SHS. Since the proposed development is adding trips to the SHS, a safety review will be required. The safety review should identify and analyze any potential safety impacts on nearby State Route intersections and ramps due to the increased vehicle trips. The developer should request a Caltrans crash data summary for the involved SHS facility using the included Crash Data Request Form.
Fair Share Mitigation
Should the traffic analysis identify deficiencies at SHS intersections, Caltrans supports proportional fair share contributions for mitigation. However, Caltrans cannot collect or support fair share contributions that are based solely on Level of Service (LOS) impacts, as LOS is no longer considered a significant impact under CEQA. Mitigation must be tied to safety, multimodal improvements, or VMT reductions to be considered supportable and enforceable by Caltrans.
Active Transportation Plans and Smart Growth Efforts
Alternative transportation policies should be applied to the development. Caltrans supports reducing Vehicle Miles Traveled (VMT) and Green House Gas (GHG) emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network. An assessment of multi-modal facilities should be conducted to develop an integrated multi-modal transportation system to serve and help alleviate traffic congestion caused by the project and related development in this area of the city. The assessment should include the following:
160
Section , Item D
Ms. Adrienne Burns – TSM 25-19
May 28, 2025
“Provide a safe and reliable transportation network that serves all people and respects the environment” • Pedestrian walkways should link this proposal to an internal project area walkway, transit facilities, as well as other walkways in the surrounding area. • The Project might also consider coordinating connections to local and regional bicycle pathways to further encourage the use of bicycles for commuter and recreational purposes.
• If transit is not available within ¼-mile of the site, transit should be extended to provide services to what will be a high activity center. • Caltrans recommends the Project implement “smart growth” principles regarding parking solutions, to provide alternative transportation choices to residents and employees. Alternative transportation choices may include but are not limited to parking for carpools/vanpools, car-share and/or ride-share programs.
Vehicle Miles Traveled (VMT)
Based on Caltrans VMT-Focused Transportation Impact Study Guide, dated May 20, 2020, and effective as of July 1, 2020, Caltrans seeks to reduce single occupancy vehicle trips, provide a safe transportation system, reduce per capita Vehicle Miles Traveled (VMT), increase accessibility to destinations via cycling, walking, carpooling, transit and reduce greenhouse gas (GHG) emissions. Caltrans recommends that the project proponent continue to work with the City or County to further implement improvements to reduce vehicles miles traveled and offer a variety of transportation modes for its employees.
If you have any other questions, please call Elizabeth Yelton, Transportation Planner at (559) 365-5140.
Sincerely,
Mr. DAVE PADILLA, Branch Chief,
Local Development Branch
161
Section , Item D
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix C
APPENDIX C
Traffic Counts
162
Section , Item D
1 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 1 7 3 0 0 2 1 3 1 0 0 1 0 1 21 14% 55 12:15 AM to 12:30 AM 0 0 5 0 2 0 0 10 0 0 0 0 0 1 0 0 0 0 0 0 16 13% 3912:30 AM to 12:45 AM 0 0 2 0 0 0 1 3 0 1 0 1 1 1 0 0 0 0 0 0 9 11% 3012:45 AM to 1:00 AM 0 0 1 0 0 0 1 5 0 0 0 1 0 1 0 0 0 0 0 0 9 0% 29 1:00 AM to 1:15 AM 0 0 2 0 0 0 1 1 0 0 0 1 0 0 1 0 0 0 0 0 5 20% 261:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 7 14% 331:30 AM to 1:45 AM 0 0 1 0 1 0 0 2 0 0 0 4 0 0 1 0 1 0 0 0 8 25% 401:45 AM to 2:00 AM 0 0 1 0 0 0 0 2 1 1 0 0 1 1 1 0 0 0 0 0 6 33% 392:00 AM to 2:15 AM 0 0 2 1 1 0 0 4 3 0 0 1 1 0 0 0 0 0 0 0 12 8% 412:15 AM to 2:30 AM 0 0 3 1 1 0 1 0 0 0 0 6 1 0 2 0 1 1 0 0 14 21% 362:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 2 0 0 1 1 0 0 0 0 0 0 0 7 0% 302:45 AM to 3:00 AM 0 0 1 0 0 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 8 0% 303:00 AM to 3:15 AM 0 0 1 1 0 0 0 1 1 0 0 1 1 0 0 0 0 1 0 0 7 0% 323:15 AM to 3:30 AM 0 0 2 0 1 0 0 3 1 0 0 1 0 1 0 0 0 0 0 0 8 13% 353:30 AM to 3:45 AM 0 0 2 0 1 0 1 1 2 0 0 0 1 0 0 0 0 0 0 0 7 14% 403:45 AM to 4:00 AM 0 0 3 0 0 0 0 2 2 0 0 1 0 0 0 0 0 2 0 0 10 0% 594:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 4 0 0 1 0 0 0 0 0 3 0 1 10 10% 924:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 4 0 0 2 2 0 1 0 0 1 0 0 13 8% 1544:30 AM to 4:45 AM 0 0 4 1 0 0 0 6 6 0 0 4 2 0 2 0 0 2 1 0 26 8% 2874:45 AM to 5:00 AM 0 2 9 1 0 0 2 11 4 0 0 2 9 1 0 0 0 2 0 0 43 0% 4665:00 AM to 5:15 AM 0 1 9 1 0 0 0 23 11 0 0 6 4 4 1 0 1 11 1 0 72 1% 5335:15 AM to 5:30 AM 0 3 18 4 1 0 3 45 20 1 0 19 5 9 3 0 4 15 1 1 146 4% 5515:30 AM to 5:45 AM 0 6 18 4 0 0 5 89 33 2 0 14 4 4 1 0 3 25 0 0 205 1% 5065:45 AM to 6:00 AM 0 2 19 3 0 0 2 28 21 1 0 8 14 0 2 0 0 13 0 0 110 3% 4246:00 AM to 6:15 AM 0 4 19 1 0 0 2 18 25 1 0 7 7 1 1 0 1 5 0 0 90 2% 4656:15 AM to 6:30 AM 0 2 21 3 0 0 0 24 22 3 0 13 9 2 6 0 0 4 1 1 101 10% 5046:30 AM to 6:45 AM 0 3 39 3 1 0 1 26 18 3 0 11 7 2 4 0 4 9 0 0 123 7% 5266:45 AM to 7:00 AM 0 8 30 2 0 0 1 34 26 4 0 17 9 3 2 0 0 21 0 3 151 6% 5667:00 AM to 7:15 AM 0 1 35 5 1 0 3 35 10 1 0 13 10 2 2 0 0 14 1 0 129 3% 5767:15 AM to 7:30 AM 0 2 23 5 0 0 1 30 17 2 0 24 10 4 5 0 1 3 3 1 123 7% 5857:30 AM to 7:45 AM 0 5 54 8 1 0 1 23 28 2 0 18 7 2 3 0 2 14 1 1 163 4% 5717:45 AM to 8:00 AM 0 2 42 13 2 0 4 29 13 0 0 12 19 7 1 0 4 11 5 1 161 2% 4998:00 AM to 8:15 AM 0 4 28 12 3 1 6 21 10 3 0 16 20 2 2 0 5 11 2 0 138 6% 4158:15 AM to 8:30 AM 0 0 30 10 1 0 4 18 9 3 0 12 9 1 2 0 7 9 0 0 109 6% 3538:30 AM to 8:45 AM 0 1 29 5 2 0 3 15 7 4 0 7 4 7 0 0 2 10 1 1 91 8% 3268:45 AM to 9:00 AM 0 3 20 5 2 0 2 18 6 1 0 9 4 3 1 0 1 5 1 0 77 5% 3059:00 AM to 9:15 AM 0 5 13 3 1 0 4 17 8 3 0 9 5 2 2 0 1 6 3 1 76 9% 3119:15 AM to 9:30 AM 0 4 17 2 2 0 5 21 11 3 0 3 9 3 2 0 3 4 0 1 82 10% 3269:30 AM to 9:45 AM 0 1 14 4 0 0 1 17 8 3 0 7 7 5 2 0 1 5 0 1 70 9% 3189:45 AM to 10:00 AM 0 1 12 4 2 0 1 20 11 1 0 8 10 3 5 0 3 8 2 0 83 10% 328 10:00 AM to 10:15 AM 0 3 21 3 3 0 4 10 10 2 0 13 7 2 3 0 2 10 6 2 91 11% 33110:15 AM to 10:30 AM 0 1 22 2 3 0 2 13 5 2 0 6 10 4 1 0 1 6 2 0 74 8% 34310:30 AM to 10:45 AM 0 4 16 4 0 0 5 14 11 3 0 6 9 0 4 0 2 7 2 2 80 11% 34210:45 AM to 11:00 AM 0 2 19 6 0 0 3 21 7 3 0 4 8 3 4 0 1 11 1 1 86 9% 36011:00 AM to 11:15 AM 0 3 21 5 2 0 3 27 10 4 0 11 6 4 2 0 4 8 1 1 103 9% 377 Time
Northbound Southbound Eastbound Westbound
Clear
Adams Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025
36.6344025
-119.700075
1 163
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 3 12 1 0 0 2 18 5 8 0 7 8 4 4 0 2 8 3 0 73 16% 38911:30 AM to 11:45 AM 0 3 21 4 2 0 5 16 13 4 0 11 12 2 1 0 2 8 1 1 98 8% 43111:45 AM to 12:00 PM 0 1 24 0 1 0 4 29 14 4 0 6 14 2 3 0 1 7 1 0 103 8% 416 12:00 PM to 12:15 PM 0 4 25 2 2 0 6 24 11 4 0 15 12 2 2 0 3 8 3 0 115 7% 40912:15 PM to 12:30 PM 0 3 30 2 0 0 4 25 6 0 0 10 20 1 5 0 2 9 3 1 115 5% 38712:30 PM to 12:45 PM 0 3 22 0 2 0 3 19 9 3 0 8 6 1 2 0 2 10 0 2 83 11% 38112:45 PM to 1:00 PM 0 2 19 2 1 0 8 20 18 0 0 7 7 6 1 0 2 5 0 1 96 3% 419 1:00 PM to 1:15 PM 0 0 20 4 0 0 3 25 8 2 0 6 10 4 1 0 1 10 2 1 93 4% 4411:15 PM to 1:30 PM 0 1 37 3 2 0 4 25 6 3 0 10 6 3 2 0 4 9 1 0 109 6% 5031:30 PM to 1:45 PM 0 6 36 2 2 0 4 35 6 5 0 15 8 1 1 0 2 6 0 3 121 9% 5691:45 PM to 2:00 PM 0 2 20 6 0 0 6 33 14 6 0 8 11 6 1 0 1 10 1 0 118 6% 6292:00 PM to 2:15 PM 0 5 34 6 6 0 6 32 12 5 0 15 23 6 4 0 5 10 1 1 155 10% 6812:15 PM to 2:30 PM 0 4 49 2 4 0 8 36 11 1 0 20 15 10 3 0 3 17 0 3 175 6% 7022:30 PM to 2:45 PM 0 13 32 15 3 0 3 39 20 2 0 21 14 6 6 0 4 13 1 0 181 6% 6982:45 PM to 3:00 PM 0 4 45 6 2 0 6 33 18 5 0 24 16 6 4 0 3 8 1 1 170 7% 7073:00 PM to 3:15 PM 0 6 32 7 1 0 8 43 11 2 0 29 22 7 4 0 2 8 1 0 176 4% 7393:15 PM to 3:30 PM 0 5 27 4 1 0 14 43 12 4 0 24 16 11 3 0 2 12 1 0 171 5% 7213:30 PM to 3:45 PM 0 6 26 0 0 0 10 34 16 1 0 33 21 12 5 0 9 19 4 2 190 4% 7143:45 PM to 4:00 PM 0 5 46 3 6 0 4 36 21 6 0 24 28 8 5 0 2 21 4 2 202 9% 6884:00 PM to 4:15 PM 0 3 24 3 5 0 5 48 16 3 0 20 16 9 4 0 2 11 1 1 158 8% 6754:15 PM to 4:30 PM 0 12 29 2 1 0 5 36 16 5 0 21 19 9 3 0 1 10 4 0 164 5% 6954:30 PM to 4:45 PM 0 2 31 3 1 0 4 56 15 6 0 18 16 6 3 0 0 12 1 0 164 6% 7204:45 PM to 5:00 PM 0 6 30 2 1 0 11 73 10 2 0 15 20 9 3 0 2 9 2 2 189 4% 6895:00 PM to 5:15 PM 0 8 23 3 0 0 12 63 13 3 0 16 20 4 3 0 3 10 3 0 178 3% 6405:15 PM to 5:30 PM 0 6 28 3 1 0 18 65 11 4 0 13 21 4 3 0 5 12 3 0 189 4% 5875:30 PM to 5:45 PM 0 3 32 2 0 0 8 41 9 1 0 9 10 4 2 0 4 8 3 0 133 2% 4995:45 PM to 6:00 PM 0 4 19 2 1 0 4 48 10 1 0 14 16 4 7 0 1 16 2 1 140 7% 4706:00 PM to 6:15 PM 0 2 27 0 2 0 8 44 13 4 0 8 9 4 3 0 1 7 2 2 125 9% 4276:15 PM to 6:30 PM 1 3 17 1 0 0 8 28 9 2 0 10 14 5 4 0 0 5 0 0 101 6% 3736:30 PM to 6:45 PM 0 8 22 2 1 0 5 24 7 1 0 10 12 2 1 0 7 4 1 0 104 3% 3296:45 PM to 7:00 PM 0 5 14 2 0 0 8 30 8 2 0 11 9 5 1 0 1 4 0 0 97 3% 2867:00 PM to 7:15 PM 0 1 14 2 2 0 2 16 9 1 0 7 6 4 1 0 1 9 0 1 71 7% 2607:15 PM to 7:30 PM 0 1 15 2 1 0 1 11 6 0 0 7 3 3 3 0 1 7 0 2 57 11% 2727:30 PM to 7:45 PM 0 6 11 0 0 0 3 17 4 0 0 7 10 1 0 0 2 0 0 0 61 0% 2867:45 PM to 8:00 PM 0 5 14 0 0 0 3 21 3 1 0 9 2 1 2 0 3 10 0 0 71 4% 2888:00 PM to 8:15 PM 0 3 21 0 0 0 6 26 7 0 0 2 3 3 0 0 1 10 1 0 83 0% 2798:15 PM to 8:30 PM 0 6 14 0 0 0 5 23 6 5 0 3 5 3 0 0 1 5 0 0 71 7% 2678:30 PM to 8:45 PM 0 3 9 2 0 0 3 21 5 0 0 6 6 2 0 0 0 6 0 0 63 0% 2628:45 PM to 9:00 PM 0 1 12 0 0 0 3 26 2 0 0 4 6 2 0 0 0 6 0 0 62 0% 2869:00 PM to 9:15 PM 0 1 12 2 1 0 8 27 4 0 0 3 5 3 0 0 1 5 0 0 71 1% 3149:15 PM to 9:30 PM 0 2 4 0 0 0 10 26 9 1 0 2 5 5 0 0 0 3 0 0 66 2% 3489:30 PM to 9:45 PM 0 3 4 1 0 0 20 41 5 1 0 5 3 1 0 0 1 2 1 0 87 1% 3799:45 PM to 10:00 PM 0 0 5 1 1 0 23 37 7 1 0 3 6 2 0 0 1 5 0 0 90 2% 413 10:00 PM to 10:15 PM 0 1 14 1 0 0 31 42 6 0 0 4 2 2 1 0 0 1 1 0 105 1% 39510:15 PM to 10:30 PM 0 1 6 0 0 0 41 31 4 2 0 2 6 2 0 0 1 3 0 0 97 2% 33910:30 PM to 10:45 PM 0 1 8 1 0 0 37 55 6 2 0 6 3 1 0 0 0 3 0 0 121 2% 27910:45 PM to 11:00 PM 0 0 5 0 0 0 25 31 2 4 0 4 4 0 0 0 0 1 0 1 72 7% 20311:00 PM to 11:15 PM 0 0 6 0 0 0 18 18 1 2 0 3 0 1 1 0 2 0 0 0 49 6% 19111:15 PM to 11:30 PM 0 1 4 0 0 0 8 13 4 4 0 4 2 1 2 0 0 0 0 0 37 16% 11:30 PM to 11:45 PM 0 0 2 0 0 0 15 16 2 2 0 3 1 1 0 0 3 1 1 0 45 4%11:45 PM to 12:00 AM 0 1 6 3 0 0 8 20 1 1 0 4 2 2 1 0 7 3 3 1 60 5% 1 248 1677 231 89 1 548 2343 854 183 0 850 765 291 175 0 159 645 92 49 8705 6% 585 739
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 13 147 38 6 1 12 103 68 7 0 70 56 15 11 0 12 39 11 3 585 5% 0.90 4:30 PM to 5:30 PM 0 22 112 11 3 0 45 257 49 15 0 62 77 23 12 0 10 43 9 2 720 4% 0.95 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 164
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 17:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Adams Ave @ Clovis Ave 36.6344025
Fresno -119.700075
Tuesday, May 20, 2025 Clear
1 165
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 2 4 6 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 1 2
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 166
Section , Item D
2 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 3 0 1 0 4 7 0 0 0 0 0 0 0 0 0 0 0 0 14 7% 44 12:15 AM to 12:30 AM 0 0 3 0 1 0 2 9 0 0 0 0 0 0 0 0 0 0 2 0 16 6% 3312:30 AM to 12:45 AM 0 0 1 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 1 0 6 17% 2212:45 AM to 1:00 AM 0 0 1 1 0 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 19 1:00 AM to 1:15 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 161:15 AM to 1:30 AM 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 20% 211:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 211:45 AM to 2:00 AM 0 0 1 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 212:00 AM to 2:15 AM 0 0 2 0 0 0 1 3 0 0 0 0 0 0 0 0 1 0 1 0 8 0% 202:15 AM to 2:30 AM 0 0 3 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 152:30 AM to 2:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 192:45 AM to 3:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 173:00 AM to 3:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 203:15 AM to 3:30 AM 0 0 3 0 1 0 1 4 0 0 0 0 0 0 0 0 1 0 0 0 9 11% 193:30 AM to 3:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 100% 143:45 AM to 4:00 AM 0 0 3 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 0 7 0% 254:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 404:15 AM to 4:30 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 794:30 AM to 4:45 AM 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 12 0% 1604:45 AM to 5:00 AM 0 0 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 22 0% 2625:00 AM to 5:15 AM 0 0 10 1 0 0 2 24 0 0 0 1 1 0 0 0 1 0 1 0 41 0% 2955:15 AM to 5:30 AM 0 0 21 1 1 0 5 52 0 1 0 0 0 0 0 0 2 0 4 0 85 2% 3005:30 AM to 5:45 AM 0 0 26 4 0 0 0 80 1 0 0 1 0 0 0 0 1 0 1 0 114 0% 2695:45 AM to 6:00 AM 0 0 24 0 0 0 0 30 0 0 0 0 0 0 0 0 1 0 0 0 55 0% 2326:00 AM to 6:15 AM 0 0 22 2 1 0 2 16 0 1 0 1 0 0 0 0 1 0 2 0 46 4% 2526:15 AM to 6:30 AM 1 0 26 0 0 0 1 26 0 0 0 0 0 0 0 0 0 0 0 0 54 0% 2856:30 AM to 6:45 AM 0 1 39 0 0 0 0 31 1 0 0 2 0 1 0 0 0 1 1 1 77 1% 2986:45 AM to 7:00 AM 0 2 35 0 0 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 75 3% 3187:00 AM to 7:15 AM 1 0 40 0 1 0 1 37 0 1 0 0 0 0 0 0 0 0 0 0 79 3% 3317:15 AM to 7:30 AM 2 0 29 0 1 1 0 33 2 1 0 0 0 0 0 0 0 0 0 0 67 3% 3267:30 AM to 7:45 AM 0 0 66 0 1 0 1 28 1 0 0 1 0 0 0 0 0 0 0 0 97 1% 3257:45 AM to 8:00 AM 0 0 49 0 3 2 0 35 1 1 0 1 0 0 0 0 0 0 0 0 88 5% 2848:00 AM to 8:15 AM 0 0 43 0 2 1 0 27 1 3 0 2 0 0 0 0 0 0 0 0 74 7% 2468:15 AM to 8:30 AM 1 0 37 0 0 0 0 25 1 2 0 1 0 1 0 0 0 0 0 0 66 3% 2138:30 AM to 8:45 AM 0 0 32 0 2 1 0 23 0 2 0 0 0 0 0 0 0 0 0 0 56 7% 2038:45 AM to 9:00 AM 0 0 27 0 2 0 0 18 3 0 0 2 0 0 0 0 0 0 0 0 50 4% 1929:00 AM to 9:15 AM 0 0 20 0 1 0 0 19 1 1 0 1 0 0 0 0 0 0 0 0 41 5% 1899:15 AM to 9:30 AM 0 0 25 0 2 2 0 25 1 1 0 1 0 2 0 0 0 0 0 0 56 5% 2109:30 AM to 9:45 AM 1 0 17 2 1 0 1 21 0 1 0 1 0 0 0 0 2 0 0 0 45 4% 1979:45 AM to 10:00 AM 1 0 18 0 4 0 0 28 0 1 0 0 0 0 0 0 0 0 0 0 47 11% 196 10:00 AM to 10:15 AM 0 0 45 0 2 0 0 14 1 0 0 0 0 2 0 0 0 0 0 0 62 3% 19810:15 AM to 10:30 AM 0 0 23 0 3 0 0 19 0 2 0 1 0 0 0 0 0 0 0 0 43 12% 20010:30 AM to 10:45 AM 0 0 27 0 0 0 1 14 1 1 0 1 0 0 0 0 0 0 0 0 44 2% 19810:45 AM to 11:00 AM 0 0 25 0 0 1 0 22 0 1 0 1 0 0 0 0 0 0 0 0 49 2% 19911:00 AM to 11:15 AM 0 0 26 0 2 1 0 34 1 2 0 2 0 0 0 0 0 0 0 0 64 6% 212 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave @ Clovis Ave
Fresno
Tuesday, May 20, 2025
36.6271528
-119.7001666
1 167
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 1 0 15 0 0 0 0 24 1 5 0 0 0 0 0 0 0 0 0 0 41 12% 21011:30 AM to 11:45 AM 1 0 24 0 2 0 0 20 0 1 0 0 0 0 0 0 0 0 0 0 45 7% 23311:45 AM to 12:00 PM 0 0 26 0 2 1 0 30 2 0 0 2 0 1 1 0 0 0 0 0 62 5% 234 12:00 PM to 12:15 PM 0 0 29 0 2 0 0 29 1 3 0 2 0 1 0 0 0 0 0 0 62 8% 22812:15 PM to 12:30 PM 0 0 35 0 0 0 0 28 0 0 0 1 0 0 0 0 0 0 0 0 64 0% 21512:30 PM to 12:45 PM 0 1 24 0 1 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 46 2% 22412:45 PM to 1:00 PM 0 2 27 0 1 0 0 27 0 1 0 0 0 0 0 0 0 0 0 0 56 4% 260 1:00 PM to 1:15 PM 0 0 19 0 1 1 0 29 0 0 0 0 0 0 0 0 0 0 0 0 49 2% 2751:15 PM to 1:30 PM 0 0 41 0 1 1 1 30 0 2 0 0 0 0 0 0 0 0 0 0 73 4% 3221:30 PM to 1:45 PM 0 0 31 0 2 0 9 27 1 1 0 2 1 0 0 0 0 1 10 1 82 5% 3461:45 PM to 2:00 PM 0 0 21 2 0 0 10 27 1 2 0 1 0 1 0 0 1 1 6 0 71 3% 4262:00 PM to 2:15 PM 0 0 33 3 5 0 9 34 1 3 0 1 0 1 0 0 2 0 12 1 96 9% 4162:15 PM to 2:30 PM 0 0 39 2 3 0 8 38 1 1 0 0 0 0 0 0 0 0 9 0 97 4% 4252:30 PM to 2:45 PM 0 1 79 4 4 0 13 47 2 0 0 2 0 0 0 0 6 0 8 3 162 4% 4262:45 PM to 3:00 PM 0 0 36 1 2 0 2 11 0 0 0 0 0 0 0 0 4 0 7 0 61 3% 3693:00 PM to 3:15 PM 0 0 37 5 1 0 13 35 2 0 0 0 1 0 0 0 7 0 5 0 105 1% 4233:15 PM to 3:30 PM 0 0 26 8 1 0 17 35 0 2 0 0 1 0 0 0 2 0 9 0 98 3% 4143:30 PM to 3:45 PM 0 0 27 3 0 0 15 40 1 3 0 0 2 0 0 0 8 1 8 2 105 5% 4053:45 PM to 4:00 PM 0 0 43 1 5 0 15 33 0 3 0 0 2 0 0 0 8 3 10 2 115 9% 4014:00 PM to 4:15 PM 0 1 19 2 4 0 15 45 1 2 0 2 1 0 0 0 1 2 7 0 96 6% 4094:15 PM to 4:30 PM 0 0 30 0 0 0 17 27 2 3 0 0 0 0 0 0 1 0 12 1 89 4% 4184:30 PM to 4:45 PM 0 0 26 2 0 0 17 37 1 3 0 1 1 0 0 0 1 3 12 1 101 4% 4514:45 PM to 5:00 PM 0 0 21 3 1 0 23 56 2 2 0 1 1 0 0 0 2 1 13 0 123 2% 442 17205:00 PM to 5:15 PM 0 0 24 1 2 0 25 45 0 2 0 0 1 0 0 0 2 1 6 0 105 4% 401 17125:15 PM to 5:30 PM 0 0 27 2 0 0 21 55 0 2 0 0 1 1 0 0 1 1 13 0 122 2% 384 16785:30 PM to 5:45 PM 0 0 24 4 0 0 12 38 0 1 0 0 1 0 0 0 4 0 9 2 92 3% 321 15485:45 PM to 6:00 PM 0 0 21 1 0 0 14 34 0 1 0 0 0 0 0 0 4 1 7 2 82 4% 301 14076:00 PM to 6:15 PM 0 0 19 2 1 0 13 39 0 0 0 0 0 0 0 0 2 2 11 1 88 2% 2766:15 PM to 6:30 PM 0 0 14 1 0 0 7 27 0 2 0 0 0 0 0 0 2 1 7 0 59 3% 2396:30 PM to 6:45 PM 0 0 17 4 1 0 9 23 0 0 0 1 0 0 0 0 3 1 14 0 72 1% 2126:45 PM to 7:00 PM 0 0 12 5 0 0 12 20 0 0 0 0 1 0 0 0 1 0 6 0 57 0% 1847:00 PM to 7:15 PM 0 0 13 0 1 0 9 17 0 1 0 0 1 0 0 0 6 0 5 2 51 8% 1737:15 PM to 7:30 PM 0 0 13 0 0 0 5 11 0 0 0 0 0 0 0 0 0 0 3 0 32 0% 1797:30 PM to 7:45 PM 0 0 12 2 0 0 7 12 0 0 0 1 0 0 0 0 4 0 6 0 44 0% 1977:45 PM to 8:00 PM 0 0 9 1 0 0 5 19 0 1 0 1 0 0 0 0 2 1 8 0 46 2% 1918:00 PM to 8:15 PM 0 0 18 1 0 0 12 18 0 0 0 0 0 0 0 0 1 0 7 0 57 0% 1888:15 PM to 8:30 PM 0 0 11 0 0 0 8 19 0 1 0 1 0 0 0 0 3 0 8 0 50 2% 1758:30 PM to 8:45 PM 0 0 11 0 0 0 10 14 0 1 0 0 0 0 0 0 1 1 1 0 38 3% 1668:45 PM to 9:00 PM 0 0 7 0 0 0 10 18 1 0 0 0 0 0 0 0 2 0 5 0 43 0% 1789:00 PM to 9:15 PM 0 0 10 0 1 0 7 22 0 0 0 1 0 0 0 0 0 0 4 0 44 2% 1799:15 PM to 9:30 PM 0 0 3 0 0 0 11 20 0 0 0 0 0 0 0 0 2 1 4 0 41 0% 2029:30 PM to 9:45 PM 0 0 5 0 0 0 11 29 1 1 0 0 0 0 0 0 2 0 2 0 50 2% 2119:45 PM to 10:00 PM 0 0 5 0 1 0 14 22 1 1 0 0 0 0 0 0 1 0 1 0 44 5% 223 10:00 PM to 10:15 PM 0 1 11 1 0 0 13 32 0 1 0 0 0 0 0 0 1 4 4 0 67 1% 21810:15 PM to 10:30 PM 0 0 5 3 0 0 15 23 0 1 0 0 1 0 0 0 1 0 2 0 50 2% 17910:30 PM to 10:45 PM 0 0 6 0 0 0 16 39 0 1 0 0 0 0 0 0 0 0 1 0 62 2% 14610:45 PM to 11:00 PM 0 0 4 1 0 0 8 25 0 2 0 0 0 0 0 0 0 0 1 0 39 5% 10611:00 PM to 11:15 PM 0 0 5 0 0 0 4 17 0 0 0 0 0 0 0 0 0 0 2 0 28 0% 10311:15 PM to 11:30 PM 0 0 4 0 0 0 6 5 0 2 0 0 0 0 0 0 0 0 2 0 17 12% 11:30 PM to 11:45 PM 0 0 2 0 0 0 6 14 0 4 0 0 0 0 0 0 0 0 0 0 22 18%11:45 PM to 12:00 AM 0 0 8 0 0 0 5 23 0 1 0 0 0 0 0 0 0 0 0 0 36 3% 9 9 1831 77 80 13 508 2189 39 88 0 42 17 11 1 0 99 28 280 19 5152 4% 331 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:00 AM to 8:00 AM 3 0 184 0 6 3 2 133 4 3 0 2 0 0 0 0 0 0 0 0 331 3% 0.85 4:30 PM to 5:30 PM 0 0 98 8 3 0 86 193 3 9 0 2 4 1 0 0 6 6 44 1 451 3% 0.92 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 168
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave @ Clovis Ave 36.6271528
Fresno -119.7001666
Tuesday, May 20, 2025 Clear
1 169
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:00 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 170
Section , Item D
3 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 4 0 2 0 10 0% 28 12:15 AM to 12:30 AM 0 1 1 0 1 0 0 0 0 0 0 1 0 1 0 0 4 0 1 1 9 22% 2212:30 AM to 12:45 AM 0 0 1 1 0 0 1 0 0 0 0 0 1 1 0 0 1 1 0 0 7 0% 1612:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 0% 15 1:00 AM to 1:15 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 4 0% 141:15 AM to 1:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0% 121:30 AM to 1:45 AM 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 0 1 0 2 0 6 17% 131:45 AM to 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 102:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0% 142:15 AM to 2:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 1 1 1 4 50% 132:30 AM to 2:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 3 0% 102:45 AM to 3:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 4 0 0 0 0 0 0 0 5 20% 133:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0% 123:15 AM to 3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 153:30 AM to 3:45 AM 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 2 0 0 0 6 0% 213:45 AM to 4:00 AM 0 0 0 2 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0% 214:00 AM to 4:15 AM 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0% 284:15 AM to 4:30 AM 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 1 0 7 0% 534:30 AM to 4:45 AM 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 2 1 0 6 0% 654:45 AM to 5:00 AM 0 0 1 4 0 0 2 0 0 0 0 0 2 2 0 0 0 0 0 0 11 0% 885:00 AM to 5:15 AM 0 0 0 5 0 0 6 3 1 0 0 0 5 3 0 0 1 4 1 0 29 0% 975:15 AM to 5:30 AM 0 0 1 2 0 0 6 0 0 0 0 0 3 1 0 0 3 3 0 0 19 0% 885:30 AM to 5:45 AM 0 0 0 6 0 0 8 1 1 0 0 1 3 1 0 0 5 3 0 0 29 0% 905:45 AM to 6:00 AM 0 0 0 4 0 0 4 1 3 0 0 0 3 2 0 0 2 1 0 1 20 5% 1206:00 AM to 6:15 AM 0 0 0 4 0 0 5 0 1 0 0 0 3 0 0 0 5 0 2 0 20 0% 1496:15 AM to 6:30 AM 0 1 0 6 0 0 4 1 1 0 0 0 4 0 0 0 2 2 0 0 21 0% 1796:30 AM to 6:45 AM 1 1 3 9 0 0 14 2 4 0 0 0 5 2 0 1 11 5 1 0 59 0% 2346:45 AM to 7:00 AM 0 0 1 7 0 0 8 3 6 0 0 0 8 3 0 0 5 3 5 0 49 0% 2577:00 AM to 7:15 AM 0 0 4 7 0 0 20 3 2 0 0 0 3 3 0 0 2 3 3 0 50 0% 3007:15 AM to 7:30 AM 0 0 3 22 0 0 22 3 4 0 0 0 4 0 0 0 9 6 3 1 76 1% 3427:30 AM to 7:45 AM 1 1 1 19 1 0 25 5 4 0 0 0 7 2 0 0 7 4 6 1 82 2% 3587:45 AM to 8:00 AM 1 1 3 23 1 0 32 2 5 0 0 0 7 1 0 0 7 4 6 1 92 2% 3498:00 AM to 8:15 AM 0 2 6 25 1 0 27 3 5 0 0 0 4 0 0 0 11 0 9 0 92 1% 3058:15 AM to 8:30 AM 0 2 7 26 0 0 20 1 1 0 0 0 4 0 0 0 17 2 12 1 92 1% 2568:30 AM to 8:45 AM 0 1 3 10 0 0 14 0 3 1 0 0 4 5 0 0 15 5 13 1 73 3% 2098:45 AM to 9:00 AM 0 2 0 15 0 0 8 0 1 0 0 0 3 0 0 1 6 3 9 1 48 2% 1869:00 AM to 9:15 AM 1 0 2 12 0 0 9 0 1 1 0 0 1 0 0 0 13 1 3 1 43 5% 1679:15 AM to 9:30 AM 0 0 1 11 0 0 13 2 1 0 0 0 1 1 0 0 4 2 9 0 45 0% 1589:30 AM to 9:45 AM 0 0 1 8 0 0 15 2 1 0 0 0 1 2 0 0 8 6 6 0 50 0% 1549:45 AM to 10:00 AM 0 0 0 8 0 0 5 0 2 0 0 0 2 0 0 1 7 1 3 1 29 3% 153 10:00 AM to 10:15 AM 0 0 0 6 0 0 9 0 1 0 0 0 4 1 0 0 9 3 1 0 34 0% 16710:15 AM to 10:30 AM 0 1 2 11 0 0 7 1 0 0 0 0 0 1 0 1 9 1 7 0 41 0% 17610:30 AM to 10:45 AM 0 0 0 10 0 0 10 3 2 0 0 0 2 0 0 1 11 2 8 0 49 0% 15710:45 AM to 11:00 AM 0 0 2 2 0 0 10 4 2 1 0 0 2 0 0 0 10 1 10 2 43 7% 14611:00 AM to 11:15 AM 0 0 2 10 2 0 8 2 1 0 0 0 3 0 0 0 4 5 8 0 43 5% 157 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ Sumner Ave
Fresno
Tuesday, May 20, 2025
36.6271983
-119.6911674
1 171
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 1 1 0 0 8 3 0 1 0 0 1 0 0 0 6 1 1 0 22 5% 15811:30 AM to 11:45 AM 0 0 3 7 1 0 7 2 0 1 0 0 1 0 0 0 8 1 9 0 38 5% 18011:45 AM to 12:00 PM 0 0 4 6 0 0 9 4 3 1 0 0 5 2 0 0 10 5 6 0 54 2% 188 12:00 PM to 12:15 PM 0 3 1 9 0 0 7 2 1 0 0 0 1 1 0 2 6 4 7 0 44 0% 18212:15 PM to 12:30 PM 0 2 5 6 0 0 10 2 0 0 0 0 0 1 0 0 11 1 6 0 44 0% 17312:30 PM to 12:45 PM 0 0 6 9 1 1 11 0 0 1 0 0 2 0 0 0 10 2 5 1 46 7% 17212:45 PM to 1:00 PM 0 0 2 13 1 0 10 1 0 0 0 0 0 1 0 0 9 2 10 0 48 2% 181 1:00 PM to 1:15 PM 0 0 3 9 0 0 12 0 0 1 0 0 1 0 0 0 6 1 3 0 35 3% 1831:15 PM to 1:30 PM 0 0 4 7 0 0 13 2 0 1 0 0 1 0 0 1 5 2 8 1 43 5% 1971:30 PM to 1:45 PM 0 1 1 9 0 0 6 2 3 0 0 4 7 2 2 0 6 5 9 1 55 5% 2051:45 PM to 2:00 PM 0 1 1 10 1 0 9 0 3 0 0 3 6 4 1 0 5 3 5 0 50 4% 2052:00 PM to 2:15 PM 0 2 0 6 0 0 4 1 1 0 0 4 4 1 0 0 5 12 9 1 49 2% 2212:15 PM to 2:30 PM 0 2 1 6 0 0 7 0 1 0 0 4 0 3 0 0 11 6 10 0 51 0% 2402:30 PM to 2:45 PM 0 1 1 6 1 0 7 1 1 1 0 3 11 0 1 0 9 13 2 3 55 11% 2772:45 PM to 3:00 PM 0 0 2 10 0 0 4 1 2 0 0 2 8 6 0 0 10 7 14 0 66 0% 3393:00 PM to 3:15 PM 0 0 1 14 0 0 7 1 2 0 0 5 10 3 0 0 5 11 9 0 68 0% 3733:15 PM to 3:30 PM 0 0 3 18 0 0 16 1 2 1 0 6 16 4 0 0 9 6 7 1 88 2% 3863:30 PM to 3:45 PM 0 1 3 10 1 0 11 3 1 1 0 5 13 2 1 0 27 17 24 2 117 4% 3703:45 PM to 4:00 PM 0 1 1 14 1 0 11 2 4 3 0 3 9 2 0 0 22 14 17 2 100 6% 3394:00 PM to 4:15 PM 0 2 3 5 0 0 7 1 4 0 0 3 11 4 2 0 17 10 14 0 81 2% 3234:15 PM to 4:30 PM 0 3 3 6 0 0 10 1 3 0 0 7 6 1 1 0 11 7 14 1 72 3% 3334:30 PM to 4:45 PM 0 1 1 7 0 0 12 2 5 0 0 7 8 2 0 0 18 8 15 1 86 1% 3574:45 PM to 5:00 PM 0 3 0 13 1 0 5 1 1 0 0 7 10 9 0 0 10 16 9 0 84 1% 350 13635:00 PM to 5:15 PM 0 2 2 9 0 0 15 1 1 0 0 8 10 9 2 0 12 7 15 0 91 2% 346 13865:15 PM to 5:30 PM 0 1 4 19 1 0 12 3 4 0 0 9 3 6 0 0 10 8 17 0 96 1% 315 13685:30 PM to 5:45 PM 0 2 1 12 0 0 8 2 3 0 0 7 8 3 0 0 10 7 16 4 79 5% 278 12895:45 PM to 6:00 PM 0 1 4 10 0 0 13 0 3 0 0 3 7 4 0 0 14 9 12 0 80 0% 270 12096:00 PM to 6:15 PM 0 1 1 11 1 0 9 0 2 0 0 8 4 1 0 0 6 8 9 0 60 2% 2386:15 PM to 6:30 PM 0 2 1 9 0 0 11 2 0 0 0 2 5 1 0 0 11 7 8 0 59 0% 2256:30 PM to 6:45 PM 0 3 2 8 0 0 10 2 2 0 0 3 7 3 0 0 14 12 5 0 71 0% 2096:45 PM to 7:00 PM 0 0 0 3 0 0 5 0 2 0 0 4 11 2 1 0 6 7 8 0 48 2% 1827:00 PM to 7:15 PM 0 0 1 2 0 0 5 2 2 0 0 2 5 4 0 0 3 10 11 2 47 4% 1807:15 PM to 7:30 PM 0 0 1 7 0 0 6 0 2 0 0 1 5 0 0 0 8 7 6 0 43 0% 1997:30 PM to 7:45 PM 0 2 1 6 0 0 2 2 0 0 0 3 1 3 0 0 11 3 10 0 44 0% 2007:45 PM to 8:00 PM 0 2 0 8 0 0 3 2 2 0 0 2 3 0 0 0 7 7 10 0 46 0% 1988:00 PM to 8:15 PM 0 1 0 6 0 0 9 2 3 0 0 7 4 4 0 0 13 5 12 0 66 0% 1948:15 PM to 8:30 PM 0 0 1 5 0 0 4 0 2 0 0 4 2 1 0 0 5 12 8 0 44 0% 1768:30 PM to 8:45 PM 0 0 2 6 0 0 9 0 0 0 0 1 3 2 0 0 9 5 5 0 42 0% 1728:45 PM to 9:00 PM 0 1 3 5 0 0 3 0 2 0 0 4 1 4 0 0 9 4 6 0 42 0% 1649:00 PM to 9:15 PM 0 0 1 4 0 0 4 3 1 0 0 3 4 1 0 0 11 3 13 0 48 0% 1509:15 PM to 9:30 PM 0 0 1 4 0 0 5 0 2 0 0 1 8 2 0 0 5 6 6 0 40 0% 1339:30 PM to 9:45 PM 0 0 1 2 0 0 6 0 0 0 0 2 7 0 0 0 4 5 7 0 34 0% 1199:45 PM to 10:00 PM 0 0 1 2 0 0 2 0 0 0 0 1 10 0 0 0 7 2 3 0 28 0% 119 10:00 PM to 10:15 PM 0 2 0 1 0 0 2 0 2 0 0 1 13 0 0 0 3 2 5 0 31 0% 10810:15 PM to 10:30 PM 0 0 0 1 0 0 3 0 0 0 0 3 11 0 0 0 2 2 4 0 26 0% 9010:30 PM to 10:45 PM 0 1 0 3 0 0 3 0 0 0 0 2 13 2 0 0 5 1 4 0 34 0% 7710:45 PM to 11:00 PM 0 1 0 2 0 0 1 0 0 0 0 1 6 0 0 0 5 1 0 0 17 0% 5411:00 PM to 11:15 PM 0 0 0 0 0 0 0 1 0 0 0 2 2 0 0 0 4 2 2 0 13 0% 4611:15 PM to 11:30 PM 0 0 0 0 0 0 4 0 0 0 0 1 2 1 0 0 0 1 4 0 13 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 3 1 1 0 2 1 3 0 11 9%11:45 PM to 12:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 3 2 0 0 0 1 1 0 9 0% 4 58 125 628 16 1 687 97 127 16 0 152 394 137 14 8 630 376 558 33 3982 2% 358 386
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 2 6 17 93 3 0 104 11 15 0 0 0 22 3 0 0 42 10 33 3 358 2% 0.97 4:30 PM to 5:30 PM 0 7 7 48 2 0 44 7 11 0 0 31 31 26 2 0 50 39 56 1 357 1% 0.93 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 172
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 2:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 29:15 AM to 9:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 2 2 3 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ Sumner Ave 36.6271983
Fresno -119.6911674
Tuesday, May 20, 2025 Clear
1 173
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:45 PM to 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:45 PM to 2:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 17:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 17:30 PM to 7:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 2 0 1 4 2 7 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 4 0 7 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 2 17 1 48 8 68 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 174
Section , Item D
4 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 2 0 1 0 1 3 0 0 0 0 1 0 0 2 1 0 1 0 11 9% 36 12:15 AM to 12:30 AM 0 0 3 0 1 0 4 5 2 0 0 0 1 0 0 0 0 0 0 0 15 7% 3112:30 AM to 12:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 2212:45 AM to 1:00 AM 0 0 2 0 0 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 25 1:00 AM to 1:15 AM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 6 0% 221:15 AM to 1:30 AM 0 0 3 0 2 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 6 33% 231:30 AM to 1:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 1 0 0 5 0% 221:45 AM to 2:00 AM 0 0 0 0 0 0 0 1 1 1 0 1 0 1 0 0 0 0 1 0 5 20% 212:00 AM to 2:15 AM 0 0 1 0 1 1 1 1 1 0 0 0 2 0 0 0 0 0 0 0 7 14% 212:15 AM to 2:30 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 20% 172:30 AM to 2:45 AM 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 212:45 AM to 3:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 2 0 5 0% 193:00 AM to 3:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 3 33% 223:15 AM to 3:30 AM 0 1 2 0 0 0 2 2 0 0 0 1 1 0 1 0 0 0 0 0 9 11% 213:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0% 233:45 AM to 4:00 AM 0 0 1 0 0 0 1 2 0 0 0 0 2 0 0 0 0 0 2 0 8 0% 364:00 AM to 4:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 544:15 AM to 4:30 AM 0 1 1 0 0 0 0 0 0 0 0 1 0 3 0 0 0 2 3 0 11 0% 954:30 AM to 4:45 AM 0 1 3 1 0 0 0 6 0 0 0 0 1 0 0 0 0 1 2 0 15 0% 1824:45 AM to 5:00 AM 0 1 7 0 1 0 0 10 0 0 0 0 3 0 0 0 0 1 4 0 26 4% 2985:00 AM to 5:15 AM 0 1 5 0 1 0 1 17 2 0 0 1 3 2 0 0 1 4 6 0 43 2% 3445:15 AM to 5:30 AM 0 2 13 0 1 0 1 52 2 1 0 2 3 3 0 0 2 9 9 1 98 3% 3565:30 AM to 5:45 AM 0 4 18 0 0 0 3 71 3 0 0 3 9 5 0 0 1 3 11 0 131 0% 3175:45 AM to 6:00 AM 0 4 12 1 1 0 5 30 1 0 0 1 1 2 0 0 2 4 9 1 72 3% 2786:00 AM to 6:15 AM 0 4 19 0 1 0 5 8 2 0 0 4 3 2 0 0 1 4 3 0 55 2% 2926:15 AM to 6:30 AM 0 1 15 1 0 0 6 14 3 0 0 1 4 0 0 0 0 2 12 0 59 0% 3306:30 AM to 6:45 AM 0 2 24 0 0 0 7 19 3 1 0 7 4 2 0 0 3 5 16 0 92 1% 3556:45 AM to 7:00 AM 0 2 17 1 3 0 6 20 7 0 0 1 0 1 0 0 2 9 20 0 86 3% 3747:00 AM to 7:15 AM 0 3 12 0 0 0 9 34 1 1 0 4 3 1 1 0 1 4 21 0 93 2% 3867:15 AM to 7:30 AM 0 0 15 0 0 0 7 36 1 1 0 3 1 2 0 0 0 7 12 0 84 1% 3877:30 AM to 7:45 AM 0 1 33 1 0 0 9 16 4 0 0 4 7 3 1 0 1 2 30 0 111 1% 3887:45 AM to 8:00 AM 0 2 30 2 2 0 9 23 3 0 0 2 4 0 0 0 2 6 15 0 98 2% 3418:00 AM to 8:15 AM 0 0 16 1 0 0 5 25 1 3 0 7 8 4 3 0 2 5 20 1 94 7% 3018:15 AM to 8:30 AM 0 2 21 0 1 0 12 12 3 2 0 3 8 2 0 0 2 4 16 1 85 5% 2568:30 AM to 8:45 AM 0 1 12 0 0 0 3 17 2 3 0 5 2 2 1 0 1 7 12 3 64 11% 2338:45 AM to 9:00 AM 0 0 20 1 2 0 10 6 1 0 0 1 4 4 1 0 1 5 5 0 58 5% 2269:00 AM to 9:15 AM 0 1 9 0 1 0 7 11 1 1 0 3 7 0 0 0 1 1 8 0 49 4% 2279:15 AM to 9:30 AM 0 2 13 0 1 0 9 17 0 1 0 3 3 3 2 0 1 5 6 0 62 6% 2349:30 AM to 9:45 AM 0 2 10 0 0 0 10 13 1 1 0 2 4 1 0 0 2 4 8 0 57 2% 2259:45 AM to 10:00 AM 0 0 7 2 2 0 9 17 2 1 0 4 3 4 0 0 2 4 5 0 59 5% 213 10:00 AM to 10:15 AM 0 2 20 0 5 0 9 7 0 0 0 1 2 5 0 0 2 2 6 0 56 9% 21710:15 AM to 10:30 AM 0 0 15 0 1 0 7 12 1 1 0 2 3 2 0 0 1 2 8 0 53 4% 23210:30 AM to 10:45 AM 0 0 13 0 0 0 2 5 4 1 0 1 6 1 1 0 0 4 9 0 45 4% 23210:45 AM to 11:00 AM 0 0 13 0 0 0 7 14 3 1 0 3 3 3 0 0 1 7 9 0 63 2% 24411:00 AM to 11:15 AM 0 1 12 0 1 0 11 16 4 2 0 4 3 4 1 0 2 6 8 0 71 6% 253 Time
Northbound Southbound Eastbound Westbound
Clear
Clovis Ave @ South Ave
Fresno
Tuesday, May 20, 2025
36.6199478
-119.7002365
1 175
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 5 1 1 0 14 8 1 4 0 1 5 3 1 0 0 4 10 1 53 13% 26011:30 AM to 11:45 AM 0 0 15 0 0 0 10 10 0 1 0 1 5 2 0 0 0 6 8 2 57 5% 28011:45 AM to 12:00 PM 0 4 13 0 1 0 15 11 3 0 0 3 5 0 1 0 3 6 9 0 72 3% 292 12:00 PM to 12:15 PM 0 1 17 3 1 0 12 14 2 2 0 4 6 6 2 0 1 3 9 0 78 6% 29012:15 PM to 12:30 PM 0 0 22 0 0 0 11 14 2 0 0 2 6 0 0 0 0 6 10 0 73 0% 26712:30 PM to 12:45 PM 0 2 21 1 1 0 11 11 0 0 0 2 5 5 0 0 1 4 6 0 69 1% 27212:45 PM to 1:00 PM 0 1 22 0 1 0 10 16 0 0 0 4 8 0 0 0 0 6 3 0 70 1% 287 1:00 PM to 1:15 PM 0 0 14 1 0 0 12 16 1 0 0 1 2 0 1 0 0 2 6 0 55 2% 2871:15 PM to 1:30 PM 0 0 27 1 0 0 7 17 4 2 0 4 4 2 1 0 0 5 7 0 78 4% 3271:30 PM to 1:45 PM 0 9 21 2 7 0 7 22 0 1 0 4 7 1 1 0 0 6 5 1 84 12% 3531:45 PM to 2:00 PM 0 1 17 0 0 0 11 20 0 1 0 2 5 3 3 0 0 6 5 0 70 6% 4312:00 PM to 2:15 PM 0 4 20 0 4 0 9 20 3 3 0 7 12 6 3 0 2 4 8 0 95 11% 4452:15 PM to 2:30 PM 0 3 35 0 2 0 10 28 1 0 0 3 9 3 3 0 2 5 5 0 104 5% 4512:30 PM to 2:45 PM 0 4 72 1 4 0 10 38 6 3 0 4 13 3 3 0 0 3 8 0 162 6% 4432:45 PM to 3:00 PM 0 2 22 0 2 0 10 16 6 1 0 7 7 2 1 0 0 6 6 0 84 5% 3903:00 PM to 3:15 PM 0 1 27 0 1 0 15 19 6 0 0 7 13 4 2 0 0 3 6 0 101 3% 4033:15 PM to 3:30 PM 0 2 30 2 1 0 8 22 6 2 0 4 9 5 0 0 0 5 3 1 96 4% 4013:30 PM to 3:45 PM 0 0 25 0 1 0 17 23 10 2 0 6 17 2 0 0 0 2 7 0 109 3% 3753:45 PM to 4:00 PM 0 3 28 2 5 0 13 24 3 3 0 4 10 7 2 0 0 0 3 0 97 10% 3594:00 PM to 4:15 PM 0 0 17 0 3 0 19 23 4 1 0 2 12 9 2 0 1 6 6 0 99 6% 3654:15 PM to 4:30 PM 0 1 21 0 0 0 9 12 1 2 0 2 6 6 3 0 1 3 8 0 70 7% 3534:30 PM to 4:45 PM 0 1 12 1 0 0 11 28 4 2 0 7 12 5 1 0 0 4 8 0 93 3% 3884:45 PM to 5:00 PM 0 3 14 0 0 0 18 38 3 2 0 8 7 5 1 0 1 2 4 0 103 3% 387 14935:00 PM to 5:15 PM 0 4 17 0 0 0 12 30 3 0 0 2 4 5 0 0 0 3 7 2 87 2% 355 14835:15 PM to 5:30 PM 0 2 17 0 1 0 17 36 3 3 0 5 17 2 2 0 0 0 6 0 105 6% 341 14715:30 PM to 5:45 PM 0 1 20 0 2 0 19 23 6 3 0 2 8 3 0 0 1 1 8 0 92 5% 291 13745:45 PM to 6:00 PM 0 1 11 0 1 0 6 23 6 2 0 4 2 3 1 0 0 7 8 0 71 6% 260 12476:00 PM to 6:15 PM 0 1 11 1 1 0 16 21 3 0 0 2 5 2 1 0 0 3 8 0 73 3% 2376:15 PM to 6:30 PM 0 3 8 0 0 0 11 14 1 2 0 3 9 1 1 0 1 0 4 0 55 5% 2116:30 PM to 6:45 PM 0 1 16 2 1 0 5 21 1 0 0 1 2 2 2 0 0 4 6 0 61 5% 1966:45 PM to 7:00 PM 0 1 7 0 0 0 5 13 0 0 0 4 7 1 1 0 0 4 6 0 48 2% 1737:00 PM to 7:15 PM 0 0 10 0 1 0 9 12 5 1 0 0 5 1 0 0 1 2 2 0 47 4% 1657:15 PM to 7:30 PM 0 1 12 1 0 0 6 5 0 0 0 1 5 1 0 0 0 6 2 0 40 0% 1637:30 PM to 7:45 PM 0 2 11 1 0 0 8 3 5 0 0 1 1 1 0 0 1 2 2 0 38 0% 1587:45 PM to 8:00 PM 0 1 6 0 0 0 9 10 2 1 0 1 3 1 0 0 0 4 3 0 40 3% 1518:00 PM to 8:15 PM 0 2 12 0 1 0 9 10 0 0 0 2 1 1 0 0 0 2 6 0 45 2% 1458:15 PM to 8:30 PM 0 1 5 0 0 0 1 16 2 1 0 1 1 2 0 0 0 1 5 0 35 3% 1368:30 PM to 8:45 PM 0 0 7 0 0 0 5 9 1 0 0 1 1 0 0 0 1 2 4 0 31 0% 1258:45 PM to 9:00 PM 0 1 6 1 0 0 7 10 2 0 0 1 0 2 2 0 1 1 2 0 34 6% 1329:00 PM to 9:15 PM 0 0 6 0 1 0 14 10 0 0 0 1 2 1 0 0 1 0 1 0 36 3% 1319:15 PM to 9:30 PM 0 1 2 0 0 0 6 14 0 0 0 1 0 0 0 0 0 0 0 0 24 0% 1439:30 PM to 9:45 PM 0 0 3 0 0 0 11 18 1 0 0 0 1 0 0 0 0 2 2 0 38 0% 1529:45 PM to 10:00 PM 0 0 3 1 0 0 5 20 0 1 0 1 1 1 1 0 0 0 1 0 33 6% 161 10:00 PM to 10:15 PM 0 0 8 0 0 0 8 22 1 0 0 2 2 1 1 0 0 1 3 0 48 2% 16310:15 PM to 10:30 PM 0 0 6 0 0 0 4 17 2 0 0 2 1 0 0 0 1 0 0 0 33 0% 13710:30 PM to 10:45 PM 0 0 6 0 0 0 9 26 0 0 0 0 2 0 0 0 0 1 3 0 47 0% 11410:45 PM to 11:00 PM 0 1 2 0 0 0 4 22 0 1 0 3 3 0 1 0 0 0 0 0 35 6% 8511:00 PM to 11:15 PM 0 0 4 0 0 0 3 11 1 0 0 0 2 0 0 0 0 0 1 0 22 0% 8011:15 PM to 11:30 PM 0 0 2 0 0 0 2 4 0 2 0 0 0 0 0 0 0 0 2 0 10 20% 11:30 PM to 11:45 PM 0 0 2 0 0 0 5 9 0 2 0 0 1 0 0 0 0 1 0 0 18 11%11:45 PM to 12:00 AM 0 0 4 0 0 0 7 14 0 1 0 0 0 1 0 0 0 0 4 0 30 3% 1 109 1168 33 74 1 677 1446 171 74 0 205 383 177 57 3 55 265 547 14 5241 4% 388 451
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 5 100 4 3 0 35 76 11 5 0 16 27 9 4 0 7 17 81 2 388 4% 0.87 4:30 PM to 5:30 PM 0 10 60 1 1 0 58 132 13 7 0 22 40 17 4 0 1 9 25 2 388 4% 0.92 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 176
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Clovis Ave @ South Ave 36.6199478
Fresno -119.7002365
Tuesday, May 20, 2025 Clear
1 177
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 15:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 178
Section , Item D
5 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 1 0 0 0 0 0 1 2 0 0 0 1 0 0 6 0% 22 12:15 AM to 12:30 AM 0 0 0 1 0 0 0 2 0 0 0 2 1 2 0 0 1 0 0 0 9 0% 2112:30 AM to 12:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 1712:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 0 0 5 0% 17 1:00 AM to 1:15 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 0 0 5 0% 151:15 AM to 1:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 5 0% 131:30 AM to 1:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 91:45 AM to 2:00 AM 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 72:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 3 0% 62:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 52:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 82:45 AM to 3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 103:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 2 50% 163:15 AM to 3:30 AM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 4 0% 153:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0% 153:45 AM to 4:00 AM 0 2 1 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0 1 0 8 0% 204:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 244:15 AM to 4:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 4 0% 464:30 AM to 4:45 AM 0 3 0 1 0 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 7 0% 744:45 AM to 5:00 AM 0 2 0 2 0 0 1 0 2 0 0 0 3 0 0 0 0 1 1 0 12 0% 985:00 AM to 5:15 AM 0 5 1 5 0 0 1 0 4 0 0 1 3 0 0 0 0 3 0 0 23 0% 1115:15 AM to 5:30 AM 0 7 0 6 1 0 1 0 6 0 0 0 4 0 0 0 0 7 1 0 32 3% 1055:30 AM to 5:45 AM 0 8 1 2 0 0 0 1 5 0 0 0 9 2 0 0 0 3 0 0 31 0% 1065:45 AM to 6:00 AM 0 5 0 4 0 0 1 0 2 0 0 0 5 3 0 0 0 5 0 0 25 0% 1306:00 AM to 6:15 AM 0 2 0 1 0 0 0 1 2 0 0 0 3 3 0 0 0 4 1 0 17 0% 1476:15 AM to 6:30 AM 0 5 1 4 0 0 1 1 2 0 0 2 5 4 0 0 1 7 0 0 33 0% 1846:30 AM to 6:45 AM 0 9 3 4 0 0 3 2 7 0 0 2 5 4 0 0 3 10 3 0 55 0% 1936:45 AM to 7:00 AM 0 11 0 3 0 0 0 1 9 0 0 2 2 3 1 0 1 8 2 0 42 2% 2187:00 AM to 7:15 AM 0 13 1 3 0 0 3 1 9 0 0 4 6 2 1 0 4 8 0 0 54 2% 2367:15 AM to 7:30 AM 0 6 2 7 1 0 3 1 5 0 0 4 5 1 1 0 3 5 0 1 42 7% 2507:30 AM to 7:45 AM 0 14 3 12 3 0 2 1 11 0 0 3 9 3 0 0 3 17 2 1 80 5% 2837:45 AM to 8:00 AM 0 7 3 11 1 0 3 0 4 0 0 4 8 5 2 0 0 14 1 1 60 7% 2458:00 AM to 8:15 AM 0 10 10 8 0 0 3 3 3 1 0 3 5 3 2 0 5 13 2 1 68 6% 2218:15 AM to 8:30 AM 0 8 7 8 1 0 1 5 4 0 0 6 13 3 0 0 8 10 2 0 75 1% 1898:30 AM to 8:45 AM 0 7 0 5 2 0 0 5 9 0 0 3 3 0 0 0 5 4 1 0 42 5% 1538:45 AM to 9:00 AM 0 3 5 1 0 0 3 1 0 0 0 1 9 3 0 0 2 7 1 0 36 0% 1509:00 AM to 9:15 AM 0 5 0 2 0 0 2 3 4 0 0 2 10 4 0 0 3 1 0 0 36 0% 1559:15 AM to 9:30 AM 0 4 2 5 0 0 2 1 5 0 0 1 7 4 0 0 4 3 1 0 39 0% 1509:30 AM to 9:45 AM 0 2 1 6 0 0 1 0 6 0 0 1 11 2 0 0 3 6 0 0 39 0% 1499:45 AM to 10:00 AM 0 4 0 7 0 0 0 1 4 0 0 1 8 4 0 0 6 3 3 0 41 0% 139 10:00 AM to 10:15 AM 0 3 2 3 0 0 0 3 2 0 0 2 7 2 0 0 2 5 0 0 31 0% 14610:15 AM to 10:30 AM 0 3 2 3 0 0 0 3 5 0 0 5 5 2 0 0 2 6 2 0 38 0% 14910:30 AM to 10:45 AM 0 4 1 3 0 0 1 3 3 0 0 1 4 1 1 0 3 5 0 0 29 3% 15710:45 AM to 11:00 AM 0 6 2 4 1 0 3 3 5 0 0 1 7 4 1 0 6 7 0 0 48 4% 16811:00 AM to 11:15 AM 0 3 2 2 0 0 2 0 7 0 0 3 7 3 2 0 2 2 1 0 34 6% 171 Time
Northbound Southbound Eastbound Westbound
Clear
Sunnyside Ave @ South Ave
Fresno
Tuesday, May 20, 2025
36.6199822
-119.6912522
1 179
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 2 0 5 0 0 1 2 4 1 0 2 14 4 2 0 1 10 1 0 46 7% 17811:30 AM to 11:45 AM 0 4 0 3 3 0 1 2 5 0 0 4 6 4 0 0 1 4 6 0 40 8% 18411:45 AM to 12:00 PM 0 4 0 3 0 1 2 2 9 0 0 5 12 2 1 0 4 6 1 0 51 2% 186 12:00 PM to 12:15 PM 0 2 1 0 0 0 2 0 5 0 0 11 9 3 1 0 2 5 1 1 41 5% 17412:15 PM to 12:30 PM 0 3 3 3 0 0 1 4 3 0 0 4 8 8 0 0 5 8 2 2 52 4% 16712:30 PM to 12:45 PM 0 2 1 4 1 0 1 0 2 0 0 8 8 1 0 0 5 8 2 0 42 2% 15212:45 PM to 1:00 PM 0 0 2 3 0 0 2 2 3 0 0 3 10 5 0 0 1 6 2 0 39 0% 151 1:00 PM to 1:15 PM 0 5 3 2 0 0 0 1 2 0 0 5 7 3 0 0 3 1 2 0 34 0% 1561:15 PM to 1:30 PM 0 6 1 3 0 0 0 3 1 0 0 6 6 1 0 0 3 6 1 0 37 0% 1701:30 PM to 1:45 PM 0 2 2 3 0 0 0 2 1 0 0 1 8 7 0 0 7 7 1 2 41 5% 1851:45 PM to 2:00 PM 0 5 5 8 1 0 2 0 1 0 0 1 8 6 1 0 2 5 1 0 44 5% 1882:00 PM to 2:15 PM 0 6 1 7 0 0 0 1 0 0 0 1 15 3 1 0 4 8 2 0 48 2% 1952:15 PM to 2:30 PM 0 5 3 3 1 0 1 5 1 1 0 2 9 9 0 0 6 6 2 0 52 4% 2042:30 PM to 2:45 PM 0 3 1 5 1 0 1 3 1 0 0 2 11 9 3 0 1 6 1 0 44 9% 2082:45 PM to 3:00 PM 0 3 2 8 1 0 2 4 2 1 0 0 13 4 0 0 4 7 2 0 51 4% 2383:00 PM to 3:15 PM 0 2 5 6 0 0 0 3 1 0 0 1 13 14 1 0 2 7 3 0 57 2% 2523:15 PM to 3:30 PM 0 3 6 6 2 0 2 3 2 1 0 4 9 5 2 0 11 3 2 1 56 11% 2543:30 PM to 3:45 PM 0 5 3 9 1 0 0 10 0 0 0 3 20 9 1 0 10 3 2 0 74 3% 2433:45 PM to 4:00 PM 0 2 5 5 1 0 5 7 0 1 0 2 15 7 2 0 14 1 2 0 65 6% 2264:00 PM to 4:15 PM 0 2 1 5 1 0 0 3 1 0 0 2 20 8 0 0 4 9 4 0 59 2% 2144:15 PM to 4:30 PM 0 7 2 5 0 0 1 3 1 0 0 3 9 2 0 0 5 5 2 0 45 0% 2074:30 PM to 4:45 PM 0 4 1 9 0 0 2 4 1 0 0 0 19 4 1 0 6 7 0 0 57 2% 2304:45 PM to 5:00 PM 0 1 0 6 0 0 3 3 0 0 0 3 15 9 1 0 6 6 1 1 53 4% 236 8875:00 PM to 5:15 PM 0 5 5 5 0 0 2 1 0 0 0 2 6 7 0 0 11 5 3 2 52 4% 234 9075:15 PM to 5:30 PM 0 3 5 4 0 0 4 5 0 0 0 1 23 10 1 0 8 3 2 0 68 1% 233 9335:30 PM to 5:45 PM 0 5 7 5 0 0 0 4 0 0 0 1 13 11 0 0 8 6 3 0 63 0% 215 9185:45 PM to 6:00 PM 0 3 5 4 0 0 0 4 0 0 0 3 9 3 0 0 8 12 0 0 51 0% 180 8626:00 PM to 6:15 PM 0 6 1 6 0 0 0 2 0 0 0 1 12 10 1 0 5 6 2 1 51 4% 1646:15 PM to 6:30 PM 0 2 4 2 0 0 4 5 0 0 0 1 10 9 1 0 10 2 1 0 50 2% 1396:30 PM to 6:45 PM 0 4 2 1 0 0 1 2 0 0 0 0 5 4 0 0 3 6 0 0 28 0% 1296:45 PM to 7:00 PM 0 7 1 7 0 0 1 0 0 0 0 1 9 2 0 0 1 3 3 0 35 0% 1287:00 PM to 7:15 PM 0 1 1 2 0 0 1 2 0 0 0 0 8 4 0 0 3 4 0 0 26 0% 1237:15 PM to 7:30 PM 0 2 4 8 0 0 0 2 1 0 0 0 8 5 0 0 3 5 2 0 40 0% 1307:30 PM to 7:45 PM 0 1 2 3 0 0 1 2 0 0 0 1 4 3 0 0 6 4 0 0 27 0% 1187:45 PM to 8:00 PM 0 2 1 2 0 0 0 3 1 0 0 1 4 8 0 0 2 4 2 0 30 0% 1178:00 PM to 8:15 PM 0 2 1 2 0 0 2 4 1 0 0 0 8 1 0 0 7 4 1 0 33 0% 1128:15 PM to 8:30 PM 0 5 1 7 0 0 2 3 0 0 0 1 1 2 0 0 4 2 0 0 28 0% 1128:30 PM to 8:45 PM 0 2 3 2 0 0 0 3 0 0 0 1 4 2 0 0 4 4 1 0 26 0% 1008:45 PM to 9:00 PM 0 2 1 3 0 0 0 4 0 0 0 0 5 3 0 0 2 3 2 0 25 0% 979:00 PM to 9:15 PM 0 1 2 5 0 0 2 2 0 0 0 2 10 4 0 0 2 1 2 0 33 0% 859:15 PM to 9:30 PM 0 0 3 2 0 0 0 1 0 0 0 0 3 3 0 0 2 1 1 0 16 0% 719:30 PM to 9:45 PM 0 1 1 0 0 0 0 2 0 0 0 3 6 4 0 0 3 3 0 0 23 0% 739:45 PM to 10:00 PM 0 1 0 1 0 0 0 3 0 0 0 0 2 4 0 0 2 0 0 0 13 0% 69 10:00 PM to 10:15 PM 0 2 0 3 0 0 1 2 0 0 0 0 6 3 0 0 0 2 0 0 19 0% 7710:15 PM to 10:30 PM 0 0 1 1 0 0 0 0 0 0 0 1 3 7 0 0 3 1 1 0 18 0% 6810:30 PM to 10:45 PM 0 1 1 0 0 0 0 1 0 0 0 1 7 3 0 0 1 4 0 0 19 0% 5810:45 PM to 11:00 PM 0 0 2 6 0 0 1 3 0 0 0 0 3 4 1 0 2 0 0 0 21 5% 4611:00 PM to 11:15 PM 0 1 0 1 0 0 0 1 0 0 0 0 3 3 0 0 1 0 0 0 10 0% 3811:15 PM to 11:30 PM 0 2 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 0 0 0 8 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 2 1 0 0 1 0 0 7 14%11:45 PM to 12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 3 4 0 0 2 1 0 1 13 8% 0 309 156 320 23 1 91 173 175 6 0 152 618 330 34 0 284 391 94 15 3094 3% 283 254
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 39 23 39 5 0 9 9 22 1 0 16 35 14 4 0 16 54 7 3 283 5% 0.88 4:45 PM to 5:45 PM 0 14 17 20 0 0 9 13 0 0 0 7 57 37 2 0 33 20 9 3 236 2% 0.87 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 180
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 19:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 19:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 AM to 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 3 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sunnyside Ave @ South Ave 36.6199822
Fresno -119.6912522
Tuesday, May 20, 2025 Clear
1 181
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 28:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 4 28:15 PM to 8:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 28:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 17 5 4 22 3 48 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 4
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 182
Section , Item D
6 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 3 0 0 4 2 7 0 0 0 2 1 0 0 1 1 0 0 21 0% 70 12:15 AM to 12:30 AM 0 0 0 2 0 0 0 1 5 1 0 0 2 1 0 0 7 3 0 0 21 5% 6612:30 AM to 12:45 AM 0 0 0 3 0 0 2 2 1 0 0 0 3 0 0 0 4 1 0 0 16 0% 6112:45 AM to 1:00 AM 0 0 0 2 0 0 6 1 0 0 0 0 0 2 0 0 1 0 0 0 12 0% 59 1:00 AM to 1:15 AM 0 0 0 1 0 0 2 2 1 1 0 0 2 2 0 0 5 2 0 1 17 12% 591:15 AM to 1:30 AM 0 0 0 2 0 0 3 1 0 2 0 0 4 0 0 0 5 1 0 0 16 13% 561:30 AM to 1:45 AM 0 0 0 0 0 0 1 6 1 0 0 0 1 1 1 0 1 3 0 0 14 7% 541:45 AM to 2:00 AM 0 0 0 2 0 0 2 2 1 0 0 0 2 2 0 0 1 0 0 0 12 0% 522:00 AM to 2:15 AM 0 0 0 3 0 0 3 4 0 0 0 0 1 0 0 0 1 2 0 0 14 0% 572:15 AM to 2:30 AM 0 0 0 3 1 0 2 2 0 0 0 0 1 1 1 0 2 3 0 1 14 21% 542:30 AM to 2:45 AM 0 1 0 0 0 0 1 2 1 0 0 0 1 0 0 0 5 1 0 0 12 0% 532:45 AM to 3:00 AM 0 0 0 4 1 0 3 0 0 1 0 0 4 1 0 0 5 0 0 2 17 24% 603:00 AM to 3:15 AM 0 0 0 1 0 0 3 3 1 1 0 0 0 0 0 0 2 1 0 0 11 9% 653:15 AM to 3:30 AM 0 0 0 5 0 0 2 1 1 0 0 0 2 0 0 0 2 0 0 1 13 8% 693:30 AM to 3:45 AM 0 1 0 5 0 0 3 2 0 0 0 0 4 1 0 0 1 2 0 0 19 0% 843:45 AM to 4:00 AM 0 0 0 5 1 0 3 3 0 0 0 0 3 1 0 0 6 1 0 0 22 5% 1204:00 AM to 4:15 AM 0 0 0 4 0 0 4 1 1 0 0 0 0 3 0 0 2 0 0 0 15 0% 1774:15 AM to 4:30 AM 0 0 0 3 0 0 11 1 1 1 0 0 6 1 0 0 3 2 0 1 28 7% 2814:30 AM to 4:45 AM 0 0 0 7 0 0 18 5 5 0 0 0 5 4 0 0 9 2 0 0 55 0% 4314:45 AM to 5:00 AM 0 0 0 12 0 0 31 6 2 1 0 0 7 6 0 0 14 1 0 0 79 1% 5405:00 AM to 5:15 AM 0 2 0 17 0 0 40 24 3 1 0 0 12 4 0 0 14 3 0 1 119 2% 6105:15 AM to 5:30 AM 0 2 0 21 0 0 57 38 5 2 0 0 12 9 0 0 28 6 0 0 178 1% 6085:30 AM to 5:45 AM 0 0 0 27 1 0 68 23 3 2 0 0 15 8 0 0 12 8 0 0 164 2% 5775:45 AM to 6:00 AM 0 0 0 27 0 0 59 19 4 4 0 0 13 7 0 0 13 7 0 0 149 3% 6036:00 AM to 6:15 AM 0 2 0 30 0 0 36 6 3 1 0 0 10 6 0 0 20 4 0 0 117 1% 6366:15 AM to 6:30 AM 0 1 0 32 1 0 38 27 5 3 0 0 17 3 0 0 19 5 0 2 147 4% 7006:30 AM to 6:45 AM 1 4 0 43 0 0 29 21 6 2 0 0 27 11 0 0 34 14 0 3 190 3% 8066:45 AM to 7:00 AM 0 0 0 38 2 0 49 21 3 3 0 0 25 4 0 0 31 11 0 3 182 4% 9147:00 AM to 7:15 AM 0 2 0 37 1 0 22 30 7 6 0 0 34 8 0 0 29 12 0 1 181 4% 10697:15 AM to 7:30 AM 0 3 0 66 4 0 38 32 7 0 0 0 42 11 0 0 37 17 0 4 253 3% 12107:30 AM to 7:45 AM 0 2 0 92 1 0 40 31 4 7 0 0 61 11 2 0 37 20 0 3 298 4% 12627:45 AM to 8:00 AM 0 0 0 90 3 0 64 34 4 3 0 0 65 11 2 0 52 17 0 3 337 3% 11998:00 AM to 8:15 AM 0 2 0 99 0 0 44 11 3 5 0 0 74 6 2 0 61 22 0 1 322 2% 10448:15 AM to 8:30 AM 0 0 0 83 1 0 41 19 4 4 0 0 55 7 0 0 63 33 0 2 305 2% 8998:30 AM to 8:45 AM 0 2 0 50 2 0 31 25 5 9 0 0 23 11 0 0 50 38 0 3 235 6% 7678:45 AM to 9:00 AM 0 1 0 49 2 0 34 14 6 7 0 0 31 1 3 0 33 13 0 3 182 8% 7219:00 AM to 9:15 AM 0 1 0 39 1 0 37 22 3 4 0 0 20 8 2 0 28 19 0 5 177 7% 7079:15 AM to 9:30 AM 0 0 0 44 1 0 36 16 4 7 0 0 25 5 0 0 32 11 0 2 173 6% 6879:30 AM to 9:45 AM 0 3 0 31 1 0 36 21 3 4 0 0 22 7 1 0 43 23 0 3 189 5% 6819:45 AM to 10:00 AM 0 0 0 49 0 0 23 16 6 3 0 0 24 8 1 0 25 17 0 2 168 4% 677 10:00 AM to 10:15 AM 0 1 0 39 1 0 22 16 10 3 0 0 21 6 1 0 26 16 0 1 157 4% 68510:15 AM to 10:30 AM 0 1 0 35 0 0 34 10 4 2 0 0 27 1 1 0 31 24 0 2 167 3% 69610:30 AM to 10:45 AM 0 1 0 29 2 0 33 19 8 5 0 0 30 9 0 0 36 20 0 2 185 5% 67110:45 AM to 11:00 AM 0 3 0 41 0 0 30 13 7 2 0 0 18 5 0 0 41 18 0 3 176 3% 66111:00 AM to 11:15 AM 0 1 0 41 1 0 30 11 4 2 0 0 19 10 0 0 36 16 0 1 168 2% 652 Time
Northbound Southbound Eastbound Westbound
Clear
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave
Fresno
Tuesday, May 20, 2025
36.6262966
-119.684794
1 183
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 1 0 30 0 0 26 9 4 2 0 0 16 4 0 0 44 8 0 0 142 1% 66711:30 AM to 11:45 AM 0 1 0 51 1 0 27 16 6 3 0 0 15 3 0 0 38 18 0 0 175 2% 72511:45 AM to 12:00 PM 0 3 0 28 1 0 27 20 3 4 0 0 22 8 2 0 34 22 0 0 167 4% 740 12:00 PM to 12:15 PM 0 1 0 30 0 0 28 24 8 3 0 0 25 5 0 0 40 22 0 2 183 3% 77712:15 PM to 12:30 PM 0 1 0 39 0 0 40 14 10 3 0 0 18 9 0 0 49 20 0 3 200 3% 78612:30 PM to 12:45 PM 0 2 0 44 2 0 37 17 7 2 0 0 21 5 2 0 40 17 0 1 190 4% 78712:45 PM to 1:00 PM 0 3 0 42 2 0 38 16 5 2 0 0 25 7 0 0 46 22 0 1 204 2% 775 1:00 PM to 1:15 PM 0 0 0 45 0 0 33 19 10 1 0 0 23 6 0 0 37 19 0 4 192 3% 7991:15 PM to 1:30 PM 0 1 0 42 2 0 43 22 8 8 0 0 16 11 2 0 39 19 0 3 201 7% 8081:30 PM to 1:45 PM 0 5 0 38 0 0 35 11 4 3 0 0 24 14 1 0 30 17 0 0 178 2% 8271:45 PM to 2:00 PM 0 1 0 60 1 0 41 22 4 6 0 0 31 3 1 0 49 17 0 1 228 4% 8552:00 PM to 2:15 PM 0 4 0 54 0 0 34 19 3 5 0 0 21 1 0 0 43 22 0 3 201 4% 8982:15 PM to 2:30 PM 0 3 0 41 1 0 41 24 6 2 0 0 14 4 0 0 57 30 0 4 220 3% 9912:30 PM to 2:45 PM 0 0 0 51 2 0 32 20 4 3 0 0 27 6 2 0 42 24 0 4 206 5% 10522:45 PM to 3:00 PM 0 2 0 87 3 0 36 28 9 2 0 0 24 8 1 0 45 32 0 2 271 3% 11753:00 PM to 3:15 PM 0 3 0 81 4 0 38 31 15 4 0 0 30 18 0 0 50 28 0 0 294 3% 11853:15 PM to 3:30 PM 0 3 0 69 2 0 42 32 7 1 0 0 52 8 0 0 44 24 0 2 281 2% 11473:30 PM to 3:45 PM 0 3 0 52 1 0 32 26 7 4 0 0 37 13 3 0 82 77 0 4 329 4% 11293:45 PM to 4:00 PM 0 2 0 52 4 0 19 26 7 2 0 0 39 6 1 0 72 58 0 2 281 3% 10414:00 PM to 4:15 PM 0 4 0 47 2 0 37 20 9 2 0 0 19 8 2 0 70 42 0 1 256 3% 10174:15 PM to 4:30 PM 0 4 0 62 3 0 27 20 7 3 0 0 20 7 0 0 81 35 0 2 263 3% 10384:30 PM to 4:45 PM 0 4 0 47 1 0 33 23 7 3 0 0 25 10 1 0 53 39 0 1 241 2% 10684:45 PM to 5:00 PM 0 4 0 60 1 0 38 33 6 4 0 0 18 17 1 0 46 35 0 0 257 2% 1054 41775:00 PM to 5:15 PM 0 0 0 51 1 0 34 36 11 3 0 0 28 11 1 0 71 35 0 0 277 2% 1041 42015:15 PM to 5:30 PM 0 0 0 66 1 0 44 34 13 2 0 0 32 12 1 0 53 39 0 0 293 1% 969 41325:30 PM to 5:45 PM 0 0 0 54 2 0 28 25 5 3 0 0 27 8 0 0 45 35 0 5 227 4% 904 39685:45 PM to 6:00 PM 0 2 0 45 0 0 39 29 11 2 0 0 28 9 0 0 48 33 0 1 244 1% 878 37926:00 PM to 6:15 PM 0 5 0 26 1 0 38 28 7 3 0 0 21 10 0 0 49 21 0 2 205 3% 8026:15 PM to 6:30 PM 0 7 0 38 0 0 22 27 5 0 0 0 35 10 0 0 57 27 0 1 228 0% 7696:30 PM to 6:45 PM 0 3 0 29 1 0 33 19 3 2 0 0 27 9 0 0 43 35 0 1 201 2% 6876:45 PM to 7:00 PM 0 0 0 32 0 0 27 23 4 2 0 0 22 4 0 0 34 22 0 1 168 2% 6407:00 PM to 7:15 PM 0 3 0 41 0 0 21 17 6 0 0 0 15 2 1 0 44 23 0 2 172 2% 6367:15 PM to 7:30 PM 0 2 0 28 0 0 25 8 7 2 0 0 18 4 0 0 34 20 0 1 146 2% 5997:30 PM to 7:45 PM 0 4 0 28 0 0 20 11 8 0 0 0 13 5 0 0 41 24 0 0 154 0% 5997:45 PM to 8:00 PM 0 7 0 24 0 0 23 14 2 4 0 0 13 10 0 0 38 33 0 3 164 4% 5638:00 PM to 8:15 PM 0 2 0 27 0 0 17 10 1 0 0 0 14 4 0 0 38 22 0 0 135 0% 5078:15 PM to 8:30 PM 0 2 0 30 0 0 14 10 8 0 0 0 17 5 0 0 34 26 0 1 146 1% 4648:30 PM to 8:45 PM 0 4 0 23 0 0 15 10 2 1 0 0 17 6 1 0 21 20 0 0 118 2% 4068:45 PM to 9:00 PM 0 2 0 23 0 0 20 8 3 1 0 0 7 6 0 0 20 19 0 0 108 1% 3719:00 PM to 9:15 PM 0 2 0 11 0 0 5 10 5 0 0 0 14 4 0 0 20 21 0 0 92 0% 3439:15 PM to 9:30 PM 0 0 0 15 0 0 3 1 4 0 0 0 12 7 0 0 24 22 0 1 88 1% 3319:30 PM to 9:45 PM 0 0 0 19 0 0 4 6 0 0 0 0 14 5 0 0 21 14 0 0 83 0% 3189:45 PM to 10:00 PM 0 2 0 13 0 0 6 4 1 0 0 0 10 8 0 0 17 19 0 2 80 3% 295 10:00 PM to 10:15 PM 0 3 0 5 0 0 2 4 0 2 0 0 10 5 0 0 39 12 0 4 80 8% 26210:15 PM to 10:30 PM 0 1 0 9 0 0 2 3 1 0 0 1 11 8 0 0 26 13 0 1 75 1% 22310:30 PM to 10:45 PM 0 0 0 7 0 0 5 1 1 1 0 0 14 7 0 0 18 7 0 1 60 3% 18110:45 PM to 11:00 PM 0 1 0 5 0 0 4 6 0 0 0 0 4 4 0 0 17 6 0 0 47 0% 16711:00 PM to 11:15 PM 0 1 0 3 0 0 6 1 1 1 0 0 5 0 0 0 15 9 0 2 41 7% 18611:15 PM to 11:30 PM 0 1 0 3 0 0 2 5 2 1 0 0 4 1 0 0 11 4 0 0 33 3% 11:30 PM to 11:45 PM 0 0 0 10 0 0 0 3 0 0 0 0 4 2 1 0 22 5 0 1 46 4%11:45 PM to 12:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 2 3 0 0 56 3 0 1 66 2% 1 145 0 3035 67 0 2318 1411 416 201 0 1 1772 554 41 0 2995 1636 0 127 14284 3% 1262 1185
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 4 0 364 5 0 189 95 15 19 0 0 255 35 6 0 213 92 0 9 1262 3% 0.94 4:30 PM to 5:30 PM 0 8 0 224 4 0 149 126 37 12 0 0 103 50 4 0 223 148 0 1 1068 2% 0.91 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 184
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29:15 AM to 9:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 2 1 29:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Sumner Ave / Merced St @ SR99 SB Offramp / Fowler Ave 36.6262966 Fresno -119.684794
Tuesday, May 20, 2025 Clear
1 185
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 112:45 PM to 1:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 4 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 111:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 0 26 0 10 0 4 36 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 4
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 186
Section , Item D
7 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 0 1 1 0 0 0 0 0 0 1 8 0 0 0 0 1 6 0 18 6% 73 12:15 AM to 12:30 AM 0 1 0 3 0 0 0 0 0 0 0 1 3 0 0 0 0 9 3 0 20 0% 7112:30 AM to 12:45 AM 0 0 0 1 0 0 0 0 0 0 0 3 5 0 0 0 0 5 5 0 19 0% 6812:45 AM to 1:00 AM 0 1 0 1 0 0 0 0 0 0 0 1 7 0 0 0 0 0 6 1 16 6% 56 1:00 AM to 1:15 AM 0 1 0 2 0 0 0 0 0 0 0 1 3 0 0 0 0 8 1 1 16 6% 511:15 AM to 1:30 AM 0 0 1 0 1 0 0 0 0 0 0 3 7 0 5 0 0 4 2 2 17 47% 501:30 AM to 1:45 AM 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 7 0% 481:45 AM to 2:00 AM 0 0 0 2 0 0 0 0 0 0 0 4 3 0 1 0 0 1 1 0 11 9% 562:00 AM to 2:15 AM 0 0 0 2 0 0 0 0 0 0 0 2 5 0 0 0 0 3 3 0 15 0% 672:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 0 0 5 4 0 15 13% 662:30 AM to 2:45 AM 0 2 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 4 6 1 15 7% 652:45 AM to 3:00 AM 0 5 0 3 5 0 0 0 0 0 0 6 6 0 3 0 0 0 2 1 22 41% 713:00 AM to 3:15 AM 0 2 1 2 0 0 0 0 0 0 0 1 3 0 1 0 0 1 4 0 14 7% 763:15 AM to 3:30 AM 0 1 0 1 2 0 0 0 0 0 0 6 4 0 0 0 0 0 2 0 14 14% 763:30 AM to 3:45 AM 0 1 0 1 0 0 0 0 0 0 0 7 5 0 0 0 0 2 5 0 21 0% 963:45 AM to 4:00 AM 0 3 0 3 2 0 0 0 0 0 0 4 6 0 0 0 1 4 6 2 27 15% 1294:00 AM to 4:15 AM 0 0 0 1 0 0 0 0 0 0 0 2 6 0 0 0 0 2 3 0 14 0% 1874:15 AM to 4:30 AM 0 0 0 2 0 0 0 0 0 0 0 6 15 0 1 0 0 5 6 1 34 6% 2964:30 AM to 4:45 AM 0 2 0 4 1 0 0 0 0 0 0 10 19 0 0 0 0 10 9 0 54 2% 4234:45 AM to 5:00 AM 0 2 0 10 1 0 0 0 0 0 0 12 38 0 1 0 0 12 11 0 85 2% 5255:00 AM to 5:15 AM 0 4 0 14 1 0 0 0 0 0 0 19 49 0 2 0 0 13 24 4 123 6% 6035:15 AM to 5:30 AM 0 5 1 11 1 0 0 0 0 0 0 18 72 0 1 0 1 32 21 0 161 1% 6205:30 AM to 5:45 AM 0 1 0 16 1 0 0 0 0 0 0 28 76 0 3 0 0 18 17 3 156 4% 6415:45 AM to 6:00 AM 0 1 0 14 0 0 0 0 0 0 0 24 75 0 1 0 0 18 31 1 163 1% 6866:00 AM to 6:15 AM 0 4 0 17 0 0 0 0 0 0 0 24 52 0 0 0 0 21 22 0 140 0% 7436:15 AM to 6:30 AM 0 1 0 29 0 0 0 0 0 0 0 38 53 0 3 0 0 23 38 6 182 5% 8016:30 AM to 6:45 AM 0 8 1 23 1 0 0 0 0 0 0 54 45 0 1 0 0 39 31 3 201 2% 8806:45 AM to 7:00 AM 0 4 0 28 0 0 0 0 0 0 0 39 76 0 3 0 0 37 36 5 220 4% 10247:00 AM to 7:15 AM 0 7 0 23 1 0 0 0 0 0 0 40 53 0 6 0 0 36 39 5 198 6% 11787:15 AM to 7:30 AM 0 5 0 30 0 0 0 0 0 0 0 63 75 0 3 0 0 49 39 7 261 4% 13777:30 AM to 7:45 AM 0 7 0 34 3 0 0 0 0 0 0 90 109 0 6 0 0 46 59 4 345 4% 14837:45 AM to 8:00 AM 0 6 0 43 1 0 0 0 0 0 0 63 153 0 5 0 0 60 49 5 374 3% 13928:00 AM to 8:15 AM 0 5 0 38 0 0 0 0 0 0 0 54 160 0 4 0 0 82 58 1 397 1% 12238:15 AM to 8:30 AM 0 2 1 35 0 0 0 0 0 0 0 35 141 0 1 0 0 92 61 2 367 1% 10348:30 AM to 8:45 AM 0 4 0 33 2 0 0 0 0 0 0 34 66 0 5 0 0 83 34 3 254 4% 8708:45 AM to 9:00 AM 0 4 0 19 0 0 0 0 0 0 0 30 80 0 10 0 0 40 32 5 205 7% 8249:00 AM to 9:15 AM 0 4 0 24 1 0 0 0 0 0 0 26 70 0 6 0 0 43 41 7 208 7% 8109:15 AM to 9:30 AM 0 3 0 20 0 0 0 0 0 0 0 40 64 0 5 0 0 42 34 4 203 4% 7919:30 AM to 9:45 AM 0 7 0 23 5 0 0 0 0 0 0 24 64 0 5 0 0 56 34 7 208 8% 8029:45 AM to 10:00 AM 0 5 2 30 2 0 0 0 0 0 0 36 61 0 2 0 0 37 20 4 191 4% 788 10:00 AM to 10:15 AM 0 3 1 22 3 0 0 0 0 0 0 23 58 0 1 0 0 39 43 6 189 5% 79510:15 AM to 10:30 AM 0 6 1 26 1 0 0 0 0 0 0 35 60 0 3 0 0 52 34 2 214 3% 80310:30 AM to 10:45 AM 0 5 0 12 1 0 0 0 0 0 0 26 69 0 5 0 0 50 32 5 194 6% 76010:45 AM to 11:00 AM 0 5 1 20 2 0 0 0 0 0 0 25 63 0 2 0 0 54 30 2 198 3% 75711:00 AM to 11:15 AM 0 3 0 20 0 0 0 0 0 0 0 26 63 0 3 0 0 48 37 1 197 2% 744 Time
Northbound Southbound Eastbound Westbound
Clear
SR 99 NB Ramps @ Merced St
Fresno
Tuesday, May 20, 2025
36.6268988
-119.6839873
1 187
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 4 0 19 1 0 0 0 0 0 0 21 52 0 1 0 0 49 26 0 171 1% 73011:30 AM to 11:45 AM 0 9 1 18 0 0 0 0 0 0 0 34 57 0 4 0 0 46 26 0 191 2% 79011:45 AM to 12:00 PM 0 2 0 22 2 0 0 0 0 0 0 23 54 0 6 0 0 56 28 0 185 4% 808 12:00 PM to 12:15 PM 0 5 0 16 1 0 0 0 0 0 0 16 67 0 2 0 0 55 24 3 183 3% 85012:15 PM to 12:30 PM 0 9 1 26 2 0 0 0 0 0 0 28 69 0 2 0 0 58 40 4 231 3% 86812:30 PM to 12:45 PM 0 6 0 19 4 0 0 0 0 0 0 25 79 0 4 0 0 52 28 1 209 4% 86212:45 PM to 1:00 PM 0 4 0 19 0 0 0 0 0 0 0 30 76 0 3 0 0 64 34 3 227 3% 858 1:00 PM to 1:15 PM 0 5 0 17 1 0 0 0 0 0 0 35 68 0 0 0 0 51 25 3 201 2% 8961:15 PM to 1:30 PM 0 4 0 37 5 0 0 0 0 0 0 27 74 0 9 0 0 51 32 5 225 8% 9251:30 PM to 1:45 PM 0 6 0 31 3 0 0 0 0 0 0 23 74 0 4 0 0 41 30 1 205 4% 9421:45 PM to 2:00 PM 0 7 1 34 0 0 0 0 0 0 0 29 102 0 6 0 0 58 34 1 265 3% 10072:00 PM to 2:15 PM 0 8 0 26 2 0 0 0 0 0 0 33 76 0 4 0 0 57 30 4 230 4% 10172:15 PM to 2:30 PM 0 14 0 33 3 0 0 0 0 0 0 26 70 0 2 0 0 73 26 5 242 4% 10682:30 PM to 2:45 PM 0 9 0 26 6 0 0 0 0 0 0 33 76 0 7 0 0 63 63 4 270 6% 11332:45 PM to 3:00 PM 0 7 1 22 1 0 0 0 0 0 0 65 83 0 5 0 0 66 31 2 275 3% 12313:00 PM to 3:15 PM 0 4 0 28 1 0 0 0 0 0 0 50 95 0 6 0 0 77 27 0 281 2% 12733:15 PM to 3:30 PM 0 8 0 22 1 0 0 0 0 0 0 42 120 0 3 0 0 64 51 3 307 2% 12693:30 PM to 3:45 PM 0 13 0 39 2 0 0 0 0 0 0 33 90 0 6 0 0 146 47 5 368 4% 12503:45 PM to 4:00 PM 0 14 1 39 0 0 0 0 0 0 0 33 75 0 5 0 0 111 44 4 317 3% 11564:00 PM to 4:15 PM 0 10 0 19 0 0 0 0 0 0 0 24 78 0 3 0 0 105 41 1 277 1% 10934:15 PM to 4:30 PM 0 8 1 24 2 0 0 0 0 0 0 36 74 0 4 0 0 106 39 1 288 2% 11164:30 PM to 4:45 PM 0 7 2 24 0 0 0 0 0 0 0 27 76 0 4 0 0 84 54 2 274 2% 11234:45 PM to 5:00 PM 0 9 0 25 0 0 0 0 0 0 0 36 82 0 3 0 0 75 27 0 254 1% 1095 44275:00 PM to 5:15 PM 0 15 0 20 0 0 0 0 0 0 0 27 86 0 3 0 0 88 64 1 300 1% 1094 44285:15 PM to 5:30 PM 0 8 1 17 0 0 0 0 0 0 0 34 105 0 4 0 0 89 41 0 295 1% 993 43055:30 PM to 5:45 PM 0 16 0 29 6 0 0 0 0 0 0 32 77 0 4 0 0 62 30 2 246 5% 923 41055:45 PM to 6:00 PM 0 6 1 28 0 0 0 0 0 0 0 31 85 0 2 0 0 73 29 3 253 2% 882 38926:00 PM to 6:15 PM 0 9 1 15 1 0 0 0 0 0 0 14 72 0 4 0 0 62 26 2 199 4% 8116:15 PM to 6:30 PM 0 13 0 17 1 0 0 0 0 0 0 29 60 0 0 0 0 79 27 1 225 1% 8006:30 PM to 6:45 PM 0 15 0 16 0 0 0 0 0 0 0 22 68 0 3 0 0 59 25 1 205 2% 7306:45 PM to 7:00 PM 0 11 0 16 3 0 0 0 0 0 0 9 72 0 0 0 0 45 29 3 182 3% 6957:00 PM to 7:15 PM 0 5 0 10 1 0 0 0 0 0 0 22 55 0 1 0 0 64 32 2 188 2% 6707:15 PM to 7:30 PM 0 7 0 10 1 0 0 0 0 0 0 18 54 0 2 0 0 43 23 0 155 2% 6407:30 PM to 7:45 PM 0 7 0 16 0 0 0 0 0 0 0 18 45 0 0 0 0 58 26 0 170 0% 6257:45 PM to 8:00 PM 0 5 1 12 2 0 0 0 0 0 0 8 52 0 3 0 0 64 15 2 157 4% 5868:00 PM to 8:15 PM 0 7 0 15 0 0 0 0 0 0 0 12 46 0 0 0 0 56 22 0 158 0% 5488:15 PM to 8:30 PM 0 5 0 6 0 0 0 0 0 0 0 19 42 0 0 0 0 50 18 2 140 1% 4788:30 PM to 8:45 PM 0 17 0 12 2 0 0 0 0 0 0 15 40 0 1 0 0 24 23 1 131 3% 4308:45 PM to 9:00 PM 0 9 0 13 0 0 0 0 0 0 0 10 41 0 1 0 0 31 15 1 119 2% 3929:00 PM to 9:15 PM 0 11 0 9 0 0 0 0 0 0 0 4 26 0 0 0 0 26 12 0 88 0% 3549:15 PM to 9:30 PM 0 5 0 12 0 0 0 0 0 0 0 9 21 0 0 0 0 39 6 1 92 1% 3509:30 PM to 9:45 PM 0 5 0 8 0 0 0 0 0 0 0 12 24 0 0 0 0 30 14 1 93 1% 3379:45 PM to 10:00 PM 0 6 0 4 0 0 0 0 0 0 0 8 22 0 0 0 0 27 14 2 81 2% 307 10:00 PM to 10:15 PM 0 7 1 5 1 0 0 0 0 0 0 5 12 0 1 0 0 41 13 4 84 7% 26810:15 PM to 10:30 PM 0 6 0 8 2 0 0 0 0 0 0 7 14 0 0 0 0 33 11 1 79 4% 23110:30 PM to 10:45 PM 0 3 0 8 0 0 0 0 0 0 0 7 17 0 1 0 0 22 6 1 63 3% 18810:45 PM to 11:00 PM 0 2 0 4 0 0 0 0 0 0 0 2 10 0 0 0 0 20 4 0 42 0% 17311:00 PM to 11:15 PM 0 4 0 5 0 0 0 0 0 0 0 3 12 0 0 0 0 20 3 1 47 2% 20411:15 PM to 11:30 PM 0 5 1 5 1 0 0 0 0 0 0 1 8 0 0 0 0 11 5 1 36 6% 11:30 PM to 11:45 PM 0 2 1 3 1 0 0 0 0 0 0 6 7 0 1 0 0 24 5 0 48 4%11:45 PM to 12:00 AM 0 2 0 1 0 0 0 0 0 0 0 3 1 0 0 0 0 59 7 13 73 18% 0 516 25 1555 98 0 0 0 0 0 0 2103 4997 0 224 0 2 4097 2333 199 15628 3% 1483 1273
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 20 1 150 4 0 0 0 0 0 0 242 563 0 16 0 0 280 227 12 1483 2% 0.93 4:30 PM to 5:30 PM 0 39 3 86 0 0 0 0 0 0 0 124 349 0 14 0 0 336 186 3 1123 2% 0.94 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 188
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 1 3 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 212:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 212:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 14:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
SR 99 NB Ramps @ Merced St 36.6268988
Fresno -119.6839873
Tuesday, May 20, 2025 Clear
1 189
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 112:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 13:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 1 2 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 PM to 10:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 110:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 5 0 33 9 0 0 8 42 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 5
4:30 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 190
Section , Item D
8 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 1 0 0 0 0 3 1 1 0 1 0 0 0 0 0 0 0 0 6 17% 32 12:15 AM to 12:30 AM 0 0 2 0 0 0 0 8 1 0 0 0 0 0 0 0 0 0 0 0 11 0% 3512:30 AM to 12:45 AM 0 0 2 0 0 0 0 7 1 0 0 1 0 0 0 0 0 0 0 0 11 0% 3212:45 AM to 1:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 29 1:00 AM to 1:15 AM 0 0 1 0 0 0 0 8 0 1 0 0 0 0 0 0 0 0 0 0 9 11% 321:15 AM to 1:30 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 291:30 AM to 1:45 AM 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 281:45 AM to 2:00 AM 0 0 1 0 0 0 0 4 1 0 0 1 0 0 0 0 0 0 0 0 7 0% 282:00 AM to 2:15 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 292:15 AM to 2:30 AM 0 0 3 0 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 7 14% 282:30 AM to 2:45 AM 0 0 1 0 1 0 0 7 0 1 0 0 0 0 0 0 0 0 0 0 8 25% 312:45 AM to 3:00 AM 0 0 3 0 0 0 0 5 0 2 0 0 0 0 0 0 0 0 0 0 8 25% 333:00 AM to 3:15 AM 0 0 1 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 413:15 AM to 3:30 AM 0 0 3 0 0 0 0 4 0 1 0 2 0 1 0 0 0 0 0 0 10 10% 463:30 AM to 3:45 AM 0 0 4 0 0 0 0 2 0 1 0 3 0 1 0 0 0 0 0 0 10 10% 463:45 AM to 4:00 AM 0 0 3 0 1 0 0 11 1 1 0 1 0 0 0 0 0 0 0 0 16 13% 624:00 AM to 4:15 AM 0 0 3 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 10 0% 834:15 AM to 4:30 AM 0 0 2 0 0 0 0 5 0 1 0 1 0 2 0 0 0 0 0 0 10 10% 1334:30 AM to 4:45 AM 0 0 8 0 0 0 0 15 1 1 0 1 0 1 0 0 0 0 0 0 26 4% 2274:45 AM to 5:00 AM 0 0 8 0 0 0 0 24 2 0 0 2 0 1 0 0 0 0 0 0 37 0% 2745:00 AM to 5:15 AM 0 0 13 0 0 0 0 37 2 1 0 6 0 2 0 0 0 0 0 0 60 2% 3085:15 AM to 5:30 AM 0 0 16 0 0 0 0 74 3 1 0 8 0 3 0 0 0 0 0 0 104 1% 3115:30 AM to 5:45 AM 0 0 24 0 1 0 0 43 1 0 0 4 0 1 0 0 0 0 0 0 73 1% 2925:45 AM to 6:00 AM 0 0 24 0 0 0 0 40 3 2 0 4 0 0 0 0 0 0 0 0 71 3% 3266:00 AM to 6:15 AM 0 0 24 0 0 0 0 30 1 1 0 7 0 1 0 0 0 0 0 0 63 2% 3586:15 AM to 6:30 AM 0 0 35 0 1 0 0 44 0 2 0 6 0 0 0 0 0 0 0 0 85 4% 3986:30 AM to 6:45 AM 0 0 34 0 0 0 0 61 4 2 0 7 0 1 0 0 0 0 0 0 107 2% 4736:45 AM to 7:00 AM 0 0 35 0 2 0 0 51 4 3 0 9 0 4 0 0 0 0 0 0 103 5% 5417:00 AM to 7:15 AM 0 0 33 0 0 0 0 59 4 2 0 6 0 1 0 0 0 0 0 0 103 2% 6287:15 AM to 7:30 AM 0 0 56 0 2 0 0 79 3 4 0 18 0 4 1 0 0 0 0 0 160 4% 7027:30 AM to 7:45 AM 0 0 69 0 1 0 0 77 6 6 0 20 0 3 0 0 0 0 0 0 175 4% 7137:45 AM to 8:00 AM 0 0 58 0 1 0 0 84 9 5 0 37 0 2 0 0 0 0 0 0 190 3% 6768:00 AM to 8:15 AM 0 0 67 0 0 0 0 70 11 3 0 27 0 2 0 0 0 0 0 0 177 2% 5818:15 AM to 8:30 AM 0 0 62 0 2 0 0 73 17 5 0 14 0 5 0 0 0 0 0 0 171 4% 4988:30 AM to 8:45 AM 0 1 38 0 2 0 0 79 6 6 0 12 0 2 0 0 0 0 0 0 138 6% 4298:45 AM to 9:00 AM 0 0 30 0 1 0 0 42 7 2 0 14 0 2 0 0 0 0 0 0 95 3% 4049:00 AM to 9:15 AM 0 0 32 0 0 0 0 54 3 3 0 5 0 0 0 0 0 0 0 0 94 3% 4089:15 AM to 9:30 AM 0 0 33 0 0 0 0 51 3 4 0 10 0 5 0 0 0 0 0 0 102 4% 4059:30 AM to 9:45 AM 0 0 32 0 1 0 0 65 8 4 0 5 0 3 1 0 0 0 0 0 113 5% 3899:45 AM to 10:00 AM 0 0 36 0 0 0 0 52 4 5 0 7 0 0 0 0 0 0 0 0 99 5% 370 10:00 AM to 10:15 AM 0 1 34 0 1 0 0 44 4 2 0 5 0 3 0 0 0 0 0 0 91 3% 37210:15 AM to 10:30 AM 0 0 29 0 0 0 0 42 3 2 0 8 0 4 0 0 0 0 0 0 86 2% 38110:30 AM to 10:45 AM 0 1 30 0 2 0 0 54 5 3 0 3 0 1 0 0 0 0 0 0 94 5% 38810:45 AM to 11:00 AM 0 1 38 0 0 0 0 51 5 1 0 6 0 0 0 0 0 0 0 0 101 1% 41011:00 AM to 11:15 AM 0 0 30 0 2 0 0 54 4 2 0 9 0 3 0 0 0 0 0 0 100 4% 403 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ Fresno St
Fresno
Tuesday, May 20, 2025
36.6242791
-119.6827588
1 191
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 0 31 0 0 0 0 49 7 1 0 4 0 2 0 0 0 0 0 0 93 1% 39811:30 AM to 11:45 AM 0 0 47 0 1 0 0 49 13 0 0 3 0 4 0 0 0 0 0 0 116 1% 42111:45 AM to 12:00 PM 0 1 21 0 1 0 0 56 5 1 0 11 0 0 0 0 0 0 0 0 94 2% 417 12:00 PM to 12:15 PM 0 1 17 0 0 0 0 54 12 2 0 11 0 0 0 0 0 0 0 0 95 2% 43412:15 PM to 12:30 PM 0 0 34 0 0 0 0 57 17 4 0 7 0 1 0 0 0 0 0 0 116 3% 44512:30 PM to 12:45 PM 1 0 35 0 2 0 0 58 6 2 0 11 0 1 0 0 0 0 0 0 112 4% 45312:45 PM to 1:00 PM 0 0 35 0 2 0 0 60 6 1 0 9 0 1 0 0 0 0 0 0 111 3% 449 1:00 PM to 1:15 PM 0 0 36 0 0 0 0 56 5 2 0 7 0 2 0 0 0 0 0 0 106 2% 4681:15 PM to 1:30 PM 0 0 39 0 1 0 0 69 7 5 0 6 0 3 1 0 0 0 0 0 124 6% 4841:30 PM to 1:45 PM 0 1 39 0 1 0 0 53 4 2 0 7 0 4 0 0 0 0 0 0 108 3% 4931:45 PM to 2:00 PM 0 0 38 0 0 0 0 62 10 3 0 19 0 1 0 0 0 0 0 0 130 2% 5152:00 PM to 2:15 PM 0 1 43 0 0 0 0 50 13 4 0 13 0 2 0 0 0 0 0 0 122 3% 5612:15 PM to 2:30 PM 0 0 39 0 1 0 0 81 7 4 0 5 0 1 1 0 0 0 0 0 133 5% 6172:30 PM to 2:45 PM 0 2 48 0 2 0 0 61 10 1 0 7 0 2 0 0 0 0 0 0 130 2% 6342:45 PM to 3:00 PM 0 0 81 0 4 0 0 73 9 2 0 9 0 4 1 0 0 0 0 0 176 4% 6863:00 PM to 3:15 PM 0 0 69 0 4 0 0 82 13 2 0 11 0 3 0 0 0 0 0 0 178 3% 6733:15 PM to 3:30 PM 0 2 54 0 1 0 0 74 9 1 0 9 0 2 0 0 0 0 0 0 150 1% 6533:30 PM to 3:45 PM 0 0 43 0 0 0 0 96 27 3 0 14 0 2 0 0 0 0 0 0 182 2% 6743:45 PM to 4:00 PM 0 0 40 0 3 0 0 78 20 2 0 12 0 13 0 0 0 0 0 0 163 3% 6404:00 PM to 4:15 PM 0 3 41 0 1 0 0 85 19 4 0 8 0 2 1 0 0 0 0 0 158 4% 6364:15 PM to 4:30 PM 0 0 46 0 2 0 0 92 14 3 0 17 0 2 0 0 0 0 0 0 171 3% 6574:30 PM to 4:45 PM 0 2 43 0 1 0 0 77 12 1 0 11 0 3 0 0 0 0 0 0 148 1% 6524:45 PM to 5:00 PM 0 1 54 0 1 0 0 83 11 2 0 8 0 2 0 0 0 0 0 0 159 2% 640 25855:00 PM to 5:15 PM 0 3 41 0 2 0 0 102 18 2 0 13 0 2 1 0 0 0 0 0 179 3% 616 25655:15 PM to 5:30 PM 0 2 46 0 1 0 0 80 17 0 0 14 0 7 0 0 0 0 0 0 166 1% 563 24715:30 PM to 5:45 PM 0 0 38 0 1 0 0 67 11 1 0 16 0 4 0 0 0 0 0 0 136 1% 537 23565:45 PM to 6:00 PM 1 0 35 0 0 0 0 72 13 1 0 12 0 2 0 0 0 0 0 0 135 1% 507 22236:00 PM to 6:15 PM 0 1 31 0 1 0 0 72 16 2 0 3 0 3 0 0 0 0 0 0 126 2% 4636:15 PM to 6:30 PM 0 2 36 0 0 0 0 76 15 1 0 5 0 6 0 0 0 0 0 0 140 1% 4426:30 PM to 6:45 PM 0 1 24 0 1 0 0 56 16 1 0 6 0 3 0 0 0 0 0 0 106 2% 3826:45 PM to 7:00 PM 0 0 23 0 0 0 0 40 16 1 0 10 0 2 0 0 0 0 0 0 91 1% 3647:00 PM to 7:15 PM 0 1 32 0 0 0 0 43 18 0 0 10 0 1 0 0 0 0 0 0 105 0% 3707:15 PM to 7:30 PM 0 0 24 0 0 0 0 41 7 1 0 6 0 2 0 0 0 0 0 0 80 1% 3487:30 PM to 7:45 PM 0 0 26 0 0 0 0 38 17 0 1 4 0 2 0 0 0 0 0 0 88 0% 3457:45 PM to 8:00 PM 0 1 22 0 0 0 0 47 14 1 0 11 0 2 0 0 0 0 0 0 97 1% 3278:00 PM to 8:15 PM 0 0 20 0 0 0 0 36 16 1 0 9 0 2 0 0 0 0 0 0 83 1% 2908:15 PM to 8:30 PM 0 0 21 0 0 0 0 40 9 1 0 7 0 0 0 0 0 0 0 0 77 1% 2568:30 PM to 8:45 PM 0 1 21 0 0 1 0 27 12 0 0 5 0 3 0 0 0 0 0 0 70 0% 2328:45 PM to 9:00 PM 0 0 18 0 0 0 0 23 10 0 0 6 0 3 0 0 0 0 0 0 60 0% 2109:00 PM to 9:15 PM 0 2 10 0 0 0 0 23 10 0 0 3 0 1 0 0 0 0 0 0 49 0% 1959:15 PM to 9:30 PM 0 1 10 0 0 0 0 30 3 1 0 7 0 2 0 0 0 0 0 0 53 2% 2049:30 PM to 9:45 PM 0 1 12 0 0 0 0 25 5 0 0 4 0 1 0 0 0 0 0 0 48 0% 1939:45 PM to 10:00 PM 0 1 11 0 0 0 0 25 5 1 0 3 0 0 0 0 0 0 0 0 45 2% 179 10:00 PM to 10:15 PM 0 0 2 0 0 0 0 45 6 5 0 5 0 0 0 0 0 0 0 0 58 9% 16410:15 PM to 10:30 PM 0 0 7 0 0 1 0 31 1 1 0 2 0 0 0 0 0 0 0 0 42 2% 12910:30 PM to 10:45 PM 0 0 5 0 0 0 0 24 3 1 0 1 0 1 0 0 0 0 0 0 34 3% 10910:45 PM to 11:00 PM 0 0 2 0 0 0 0 23 3 0 0 2 0 0 0 0 0 0 0 0 30 0% 11311:00 PM to 11:15 PM 0 1 2 0 0 0 0 15 2 2 0 2 0 1 0 0 0 0 0 0 23 9% 14311:15 PM to 11:30 PM 0 0 4 0 0 0 0 15 2 1 0 1 0 0 0 0 0 0 0 0 22 5% 11:30 PM to 11:45 PM 0 0 8 0 0 0 0 25 3 1 0 2 0 0 0 0 0 0 0 0 38 3%11:45 PM to 12:00 AM 0 0 2 0 0 0 0 57 1 11 0 0 0 0 0 0 0 0 0 0 60 18% 2 36 2469 0 56 2 0 4298 654 170 1 661 0 165 7 0 0 0 0 0 8288 3% 713 686
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 0 256 0 4 0 0 304 43 19 0 98 0 12 0 0 0 0 0 0 713 3% 0.94 4:15 PM to 5:15 PM 0 6 184 0 6 0 0 354 55 8 0 49 0 9 1 0 0 0 0 0 657 2% 0.92 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 192
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 210:45 AM to 11:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 211:00 AM to 11:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ Fresno St 36.6242791
Fresno -119.6827588
Tuesday, May 20, 2025 Clear
1 193
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24:30 PM to 4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 24:45 PM to 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 15:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:00 PM to 7:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 37:15 PM to 7:30 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 57:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 4 3 2 0 0 0 0 0 0 0 9 0 10 9 5
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
4:15 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 194
Section , Item D
9 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 4 0% 19 12:15 AM to 12:30 AM 0 1 1 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 5 0% 2312:30 AM to 12:45 AM 0 1 1 0 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 7 0% 2412:45 AM to 1:00 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 25 1:00 AM to 1:15 AM 0 1 2 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 8 0% 271:15 AM to 1:30 AM 0 0 2 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 0 6 0% 221:30 AM to 1:45 AM 0 0 1 0 0 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 8 0% 221:45 AM to 2:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 5 0% 172:00 AM to 2:15 AM 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 3 33% 152:15 AM to 2:30 AM 0 1 1 0 0 0 0 1 2 0 0 1 0 0 0 0 0 0 0 0 6 0% 172:30 AM to 2:45 AM 0 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 33% 172:45 AM to 3:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 183:00 AM to 3:15 AM 0 0 1 0 0 0 0 2 1 0 0 1 0 0 1 0 0 0 0 0 5 20% 253:15 AM to 3:30 AM 0 0 1 0 0 0 0 1 0 0 0 3 0 1 1 0 0 0 0 0 6 17% 233:30 AM to 3:45 AM 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 0% 203:45 AM to 4:00 AM 0 1 1 0 1 0 0 3 0 0 0 5 0 0 0 0 0 0 0 0 10 10% 354:00 AM to 4:15 AM 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0% 514:15 AM to 4:30 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 904:30 AM to 4:45 AM 0 0 7 0 0 0 0 6 0 0 0 5 0 1 0 0 0 0 0 0 19 0% 1634:45 AM to 5:00 AM 0 1 6 0 0 0 0 11 0 0 0 7 0 1 0 0 0 0 0 0 26 0% 2055:00 AM to 5:15 AM 0 1 7 0 0 0 0 22 4 0 0 6 0 2 0 0 0 0 0 0 42 0% 2365:15 AM to 5:30 AM 0 1 12 0 0 0 0 46 4 1 0 11 0 2 0 0 0 0 0 0 76 1% 2385:30 AM to 5:45 AM 0 0 17 0 1 0 0 29 1 0 0 10 0 4 0 0 0 0 0 0 61 2% 2335:45 AM to 6:00 AM 0 2 20 0 0 0 0 22 3 2 0 7 0 3 0 0 0 0 0 0 57 4% 2526:00 AM to 6:15 AM 0 0 23 0 0 0 0 9 4 1 0 4 0 4 0 0 0 0 0 0 44 2% 2746:15 AM to 6:30 AM 0 1 29 0 1 0 0 26 2 1 0 10 0 3 0 0 0 0 0 0 71 3% 3136:30 AM to 6:45 AM 0 3 28 0 0 0 0 27 6 1 0 11 0 5 0 0 0 0 0 0 80 1% 3676:45 AM to 7:00 AM 0 2 30 0 2 0 0 29 5 2 0 7 0 6 0 0 0 0 0 0 79 5% 4327:00 AM to 7:15 AM 0 2 28 0 0 0 0 34 5 1 1 8 0 5 0 0 0 0 0 0 83 1% 4857:15 AM to 7:30 AM 0 2 55 0 4 0 1 41 5 3 0 12 0 9 0 0 0 0 0 0 125 6% 5207:30 AM to 7:45 AM 0 6 59 0 1 0 0 46 5 4 0 21 0 8 3 0 0 0 0 0 145 6% 5157:45 AM to 8:00 AM 0 5 34 0 5 0 0 46 11 4 0 28 0 7 2 0 0 0 1 0 132 8% 4608:00 AM to 8:15 AM 0 7 44 0 0 0 0 26 13 2 0 22 0 5 0 0 0 0 1 0 118 2% 3968:15 AM to 8:30 AM 0 4 38 0 2 0 0 31 17 4 0 27 0 3 1 0 0 0 0 0 120 6% 3488:30 AM to 8:45 AM 0 4 27 0 0 0 0 33 11 4 0 11 0 4 1 0 0 0 0 0 90 6% 2998:45 AM to 9:00 AM 0 0 22 0 0 0 0 19 11 3 0 11 0 5 0 0 0 0 0 0 68 4% 2859:00 AM to 9:15 AM 0 3 26 0 0 0 0 25 5 0 0 8 0 3 0 0 0 0 0 0 70 0% 2809:15 AM to 9:30 AM 0 5 27 0 1 0 0 21 5 2 0 7 0 6 0 0 0 0 0 0 71 4% 2759:30 AM to 9:45 AM 0 0 21 0 2 0 0 30 9 3 0 13 0 3 0 0 0 0 0 0 76 7% 2709:45 AM to 10:00 AM 0 2 25 0 1 0 0 18 3 3 0 13 0 2 0 0 0 0 0 0 63 6% 265 10:00 AM to 10:15 AM 0 4 23 0 1 0 0 23 4 2 0 9 0 1 0 0 0 0 1 0 65 5% 28210:15 AM to 10:30 AM 0 6 23 0 0 0 0 14 10 0 0 9 0 4 0 0 0 0 0 0 66 0% 29010:30 AM to 10:45 AM 0 7 24 0 2 0 0 18 7 3 0 11 0 3 1 0 1 0 0 0 71 8% 29310:45 AM to 11:00 AM 0 5 28 0 0 0 0 23 7 0 0 13 0 4 0 0 0 0 0 0 80 0% 31011:00 AM to 11:15 AM 0 3 26 0 2 0 0 23 8 2 0 6 0 7 0 0 0 0 0 0 73 5% 291 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ South Ave
Fresno
Tuesday, May 20, 2025
36.6200056
-119.6823159
1 195
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 8 26 0 0 0 0 12 7 0 0 14 0 2 1 0 0 0 0 0 69 1% 28511:30 AM to 11:45 AM 0 4 36 0 0 0 0 28 7 0 0 11 0 2 1 0 0 0 0 0 88 1% 28811:45 AM to 12:00 PM 0 2 12 0 1 0 1 27 6 1 0 12 0 1 1 0 0 0 0 0 61 5% 289 12:00 PM to 12:15 PM 0 4 17 0 1 0 0 32 6 1 0 3 0 5 1 0 0 0 0 0 67 4% 30112:15 PM to 12:30 PM 0 2 28 0 1 0 0 23 6 1 0 7 1 5 1 0 0 0 0 0 72 4% 31112:30 PM to 12:45 PM 0 5 28 0 1 0 0 31 8 2 0 13 0 4 0 0 0 0 0 0 89 3% 31312:45 PM to 1:00 PM 0 5 27 0 1 0 0 19 6 1 0 14 0 2 0 0 0 0 0 0 73 3% 300 1:00 PM to 1:15 PM 0 3 30 0 0 0 0 32 2 1 0 7 0 3 0 0 0 0 0 0 77 1% 3061:15 PM to 1:30 PM 0 6 31 0 1 0 0 26 1 3 0 10 0 0 0 0 0 0 0 0 74 5% 3161:30 PM to 1:45 PM 0 3 35 0 1 0 1 22 8 1 0 5 0 2 0 0 0 0 0 0 76 3% 3391:45 PM to 2:00 PM 0 5 25 0 0 0 0 28 4 3 0 14 0 3 1 0 0 0 0 0 79 5% 3702:00 PM to 2:15 PM 0 7 30 0 0 0 0 21 8 1 0 16 0 4 1 0 0 0 1 0 87 2% 4412:15 PM to 2:30 PM 0 3 32 0 0 0 0 35 14 4 0 10 0 3 0 0 0 0 0 0 97 4% 4722:30 PM to 2:45 PM 0 5 46 0 0 0 2 31 4 0 0 11 0 8 3 0 0 0 0 0 107 3% 4972:45 PM to 3:00 PM 0 13 74 0 3 0 0 34 7 1 0 16 0 6 0 0 0 0 0 0 150 3% 5273:00 PM to 3:15 PM 0 6 54 0 3 0 0 31 9 2 0 11 0 7 1 0 0 0 0 0 118 5% 4913:15 PM to 3:30 PM 0 10 43 0 2 0 0 39 11 1 0 14 0 3 1 0 1 1 0 0 122 3% 4763:30 PM to 3:45 PM 0 13 32 0 0 0 1 40 20 1 0 23 0 8 1 0 0 0 0 0 137 1% 4623:45 PM to 4:00 PM 0 16 25 0 4 0 0 35 14 1 0 15 0 9 1 0 0 0 0 0 114 5% 4344:00 PM to 4:15 PM 0 7 32 0 1 0 0 32 9 3 0 13 0 10 0 0 0 0 0 0 103 4% 4454:15 PM to 4:30 PM 0 14 41 0 1 0 0 29 9 2 0 11 0 4 1 0 0 0 0 0 108 4% 4774:30 PM to 4:45 PM 0 9 37 0 1 0 0 33 7 0 0 18 0 5 1 0 0 0 0 0 109 2% 4774:45 PM to 5:00 PM 0 9 42 0 0 0 0 43 9 3 0 14 0 8 1 0 0 0 0 0 125 3% 484 18835:00 PM to 5:15 PM 0 18 41 0 2 0 1 44 20 2 0 7 0 4 1 0 0 0 0 0 135 4% 446 18845:15 PM to 5:30 PM 0 9 33 0 1 0 0 39 5 0 0 17 0 5 1 0 0 0 0 0 108 2% 400 18075:30 PM to 5:45 PM 0 11 32 0 2 0 0 35 15 1 0 11 0 12 0 0 0 0 0 0 116 3% 395 17255:45 PM to 6:00 PM 0 6 23 0 0 0 0 31 14 1 0 12 0 1 0 0 0 0 0 0 87 1% 351 15926:00 PM to 6:15 PM 0 10 24 0 0 0 0 32 6 1 0 9 0 8 1 0 0 0 0 0 89 2% 3246:15 PM to 6:30 PM 0 8 31 0 0 0 0 35 13 0 0 12 0 4 1 0 0 0 0 0 103 1% 3066:30 PM to 6:45 PM 0 3 21 0 2 0 0 27 6 0 0 7 0 8 0 0 0 0 0 0 72 3% 2646:45 PM to 7:00 PM 0 6 20 0 0 0 0 18 4 2 0 8 0 4 0 0 0 0 0 0 60 3% 2507:00 PM to 7:15 PM 0 5 25 0 0 0 0 18 9 0 0 10 0 4 0 0 0 0 0 0 71 0% 2537:15 PM to 7:30 PM 0 7 17 0 0 0 0 14 9 0 0 11 0 3 0 0 0 0 0 0 61 0% 2307:30 PM to 7:45 PM 0 6 19 0 0 0 0 13 10 0 0 6 0 4 0 0 0 0 0 0 58 0% 2307:45 PM to 8:00 PM 0 6 21 0 0 0 0 19 8 0 0 6 0 3 0 0 0 0 0 0 63 0% 2198:00 PM to 8:15 PM 0 7 16 0 0 0 0 12 8 0 0 3 0 2 0 0 0 0 0 0 48 0% 2088:15 PM to 8:30 PM 0 8 17 0 0 0 1 14 8 0 0 10 0 3 0 0 0 0 0 0 61 0% 1898:30 PM to 8:45 PM 0 7 14 0 0 0 0 16 3 0 0 7 0 0 0 0 0 0 0 0 47 0% 1578:45 PM to 9:00 PM 0 10 17 0 0 0 1 6 6 0 0 7 0 5 0 0 0 0 0 0 52 0% 1379:00 PM to 9:15 PM 0 2 8 0 0 0 0 4 5 0 0 6 0 4 0 0 0 0 0 0 29 0% 1059:15 PM to 9:30 PM 0 2 11 0 0 0 0 6 4 0 0 5 0 1 0 0 0 0 0 0 29 0% 939:30 PM to 9:45 PM 0 2 10 0 0 0 0 10 3 0 0 1 0 1 0 0 0 0 0 0 27 0% 849:45 PM to 10:00 PM 0 3 10 0 0 0 0 1 3 0 0 3 0 0 0 0 0 0 0 0 20 0% 76 10:00 PM to 10:15 PM 0 2 2 0 0 0 0 4 3 0 0 2 0 4 0 0 0 0 0 0 17 0% 7610:15 PM to 10:30 PM 0 1 6 0 0 0 0 3 4 0 0 3 0 3 0 0 0 0 0 0 20 0% 7210:30 PM to 10:45 PM 0 2 5 0 0 0 0 4 5 0 0 2 0 1 0 0 0 0 0 0 19 0% 6410:45 PM to 11:00 PM 0 2 1 0 0 0 0 8 1 0 0 5 0 3 0 0 0 0 0 0 20 0% 5611:00 PM to 11:15 PM 0 1 1 0 0 0 0 5 2 0 0 4 0 0 0 0 0 0 0 0 13 0% 4511:15 PM to 11:30 PM 0 2 3 0 0 0 0 2 3 0 0 2 0 0 1 0 0 0 0 0 12 8% 11:30 PM to 11:45 PM 0 0 5 0 0 0 0 2 2 0 0 2 0 0 1 0 0 0 0 0 11 9%11:45 PM to 12:00 AM 0 0 2 0 1 0 0 2 2 0 0 2 0 1 0 0 0 0 0 0 9 11% 0 387 1955 0 58 0 9 1834 538 88 1 783 1 307 33 0 2 1 4 0 5822 3% 520 527
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 20 192 0 10 0 1 159 34 13 0 83 0 29 5 0 0 0 2 0 520 5% 0.90 4:45 PM to 5:45 PM 0 47 148 0 5 0 1 161 49 6 0 49 0 29 3 0 0 0 0 0 484 3% 0.90 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 196
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 AM to 4:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 14:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ South Ave 36.6200056
Fresno -119.6823159
Tuesday, May 20, 2025 Clear
1 197
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 2 2 38:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 18:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 1 0 8 1 0 4 9 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
4:45 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 198
Section , Item D
10 Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 2 0 0 0 0 1 2 0 0 0 0 0 0 5 0% 27 12:15 AM to 12:30 AM 0 2 0 0 0 0 6 2 0 0 0 0 0 0 10 0% 3112:30 AM to 12:45 AM 0 2 0 0 0 0 3 3 0 0 0 0 0 0 8 0% 3012:45 AM to 1:00 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 31 1:00 AM to 1:15 AM 0 1 0 0 0 0 2 6 0 0 0 0 0 0 9 0% 321:15 AM to 1:30 AM 0 1 0 2 0 0 3 3 0 0 0 0 0 0 9 0% 271:30 AM to 1:45 AM 0 0 0 1 0 0 2 6 0 0 0 0 0 0 9 0% 251:45 AM to 2:00 AM 0 1 0 0 0 0 2 2 0 0 0 0 0 0 5 0% 232:00 AM to 2:15 AM 0 2 0 0 0 0 1 1 0 0 0 0 0 0 4 0% 262:15 AM to 2:30 AM 0 3 0 0 1 0 1 3 0 0 0 0 0 0 7 14% 292:30 AM to 2:45 AM 0 1 0 0 1 0 4 2 0 0 0 0 0 0 7 14% 302:45 AM to 3:00 AM 0 3 0 0 0 0 5 0 0 0 0 0 0 0 8 0% 293:00 AM to 3:15 AM 0 2 0 1 1 0 1 3 0 0 0 0 0 0 7 14% 383:15 AM to 3:30 AM 0 4 0 1 0 0 2 1 0 0 0 0 0 0 8 0% 413:30 AM to 3:45 AM 0 4 0 0 0 0 1 1 0 0 0 0 0 0 6 0% 423:45 AM to 4:00 AM 0 3 0 1 1 0 8 5 0 0 0 0 0 0 17 6% 634:00 AM to 4:15 AM 0 3 0 1 0 0 4 2 0 0 0 0 0 0 10 0% 804:15 AM to 4:30 AM 0 2 0 0 0 0 6 1 0 0 0 0 0 0 9 0% 1224:30 AM to 4:45 AM 0 7 0 5 0 0 8 7 0 0 0 0 0 0 27 0% 2084:45 AM to 5:00 AM 0 8 0 4 0 0 10 12 0 0 0 0 0 0 34 0% 2555:00 AM to 5:15 AM 0 13 0 3 0 0 10 26 0 0 0 0 0 0 52 0% 2895:15 AM to 5:30 AM 0 16 0 4 0 0 24 51 2 0 0 0 0 0 95 2% 2955:30 AM to 5:45 AM 0 24 0 6 1 0 14 30 0 0 0 0 0 0 74 1% 2815:45 AM to 6:00 AM 0 24 0 4 0 0 14 26 3 0 0 0 0 0 68 4% 3116:00 AM to 6:15 AM 0 26 0 2 0 0 18 12 1 0 0 0 0 0 58 2% 3356:15 AM to 6:30 AM 0 33 0 5 1 0 14 29 3 0 0 0 0 0 81 5% 3746:30 AM to 6:45 AM 0 34 0 7 0 0 31 32 4 0 0 0 0 0 104 4% 4406:45 AM to 7:00 AM 0 35 0 4 2 0 20 33 2 0 0 0 0 0 92 4% 4977:00 AM to 7:15 AM 0 33 0 4 0 0 21 39 2 0 0 0 0 0 97 2% 5577:15 AM to 7:30 AM 0 57 0 9 3 0 34 47 4 0 0 0 0 0 147 5% 6037:30 AM to 7:45 AM 0 72 0 8 2 0 27 54 5 0 0 0 0 0 161 4% 6007:45 AM to 8:00 AM 0 55 0 11 3 0 35 51 5 0 0 0 0 0 152 5% 5618:00 AM to 8:15 AM 0 67 0 5 0 0 29 42 4 0 0 0 0 0 143 3% 4858:15 AM to 8:30 AM 0 63 0 3 3 0 27 51 5 0 0 0 0 0 144 6% 4318:30 AM to 8:45 AM 0 38 0 2 1 0 34 48 7 0 0 0 0 0 122 7% 3768:45 AM to 9:00 AM 0 29 0 3 1 0 17 27 3 0 0 0 0 0 76 5% 3569:00 AM to 9:15 AM 0 32 0 3 0 0 23 31 4 0 0 0 0 0 89 4% 3739:15 AM to 9:30 AM 0 33 0 1 1 0 29 26 4 0 0 0 0 0 89 6% 3659:30 AM to 9:45 AM 0 32 0 4 2 0 27 39 4 0 0 0 0 0 102 6% 3559:45 AM to 10:00 AM 0 37 0 4 1 0 28 24 5 0 0 0 0 0 93 6% 342 10:00 AM to 10:15 AM 0 33 0 1 1 0 22 25 4 0 0 0 0 0 81 6% 34410:15 AM to 10:30 AM 0 29 0 4 0 0 23 23 2 0 0 0 0 0 79 3% 35210:30 AM to 10:45 AM 0 33 0 1 2 0 28 27 4 0 0 0 0 0 89 7% 35610:45 AM to 11:00 AM 0 38 0 6 0 0 22 29 1 0 0 0 0 0 95 1% 37511:00 AM to 11:15 AM 0 29 0 3 2 0 24 33 3 0 0 0 0 0 89 6% 359 Time
Northbound Southbound Eastbound Westbound
Clear
Fowler Ave @ SR 99 SB On ramp
Fresno
Tuesday, May 20, 2025
36.6237646
-119.6822572
1 199
Section , Item D
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles %Time Northbound Southbound Eastbound Westbound
11:15 AM to 11:30 AM 0 31 0 3 0 0 29 20 1 0 0 0 0 0 83 1% 34511:30 AM to 11:45 AM 0 49 0 5 2 0 17 37 0 0 0 0 0 0 108 2% 35411:45 AM to 12:00 PM 0 20 0 4 2 0 20 35 1 0 0 0 0 0 79 4% 345 12:00 PM to 12:15 PM 0 19 0 1 1 0 19 36 2 0 0 0 0 0 75 4% 36812:15 PM to 12:30 PM 0 33 0 3 0 0 27 29 4 0 0 0 0 0 92 4% 38812:30 PM to 12:45 PM 0 35 0 4 2 0 22 38 3 0 0 0 0 0 99 5% 41112:45 PM to 1:00 PM 0 35 0 6 2 0 36 25 2 0 0 0 0 0 102 4% 410 1:00 PM to 1:15 PM 0 37 0 1 0 0 24 33 2 0 0 0 0 0 95 2% 4111:15 PM to 1:30 PM 0 39 0 4 1 0 30 42 5 0 0 0 0 0 115 5% 4121:30 PM to 1:45 PM 0 39 0 2 1 0 29 28 3 0 0 0 0 0 98 4% 4251:45 PM to 2:00 PM 0 38 0 3 1 0 30 32 3 0 0 0 0 0 103 4% 4482:00 PM to 2:15 PM 0 44 0 2 0 0 17 33 4 0 0 0 0 0 96 4% 5122:15 PM to 2:30 PM 0 39 0 6 1 0 32 51 4 0 0 0 0 0 128 4% 5722:30 PM to 2:45 PM 0 51 0 7 3 0 27 36 1 0 0 0 0 0 121 3% 5762:45 PM to 3:00 PM 0 85 0 6 4 0 36 40 2 0 0 0 0 0 167 4% 6063:00 PM to 3:15 PM 0 66 0 5 4 0 42 43 2 0 0 0 0 0 156 4% 5733:15 PM to 3:30 PM 0 54 0 2 2 1 21 54 1 0 0 0 0 0 132 2% 5553:30 PM to 3:45 PM 0 44 0 10 1 0 35 62 2 0 0 0 0 0 151 2% 5723:45 PM to 4:00 PM 0 39 0 4 5 0 41 50 2 0 0 0 0 0 134 5% 5554:00 PM to 4:15 PM 0 44 0 2 1 0 46 46 5 0 0 0 0 0 138 4% 5644:15 PM to 4:30 PM 0 48 0 7 3 0 53 41 3 0 0 0 0 0 149 4% 5794:30 PM to 4:45 PM 0 45 0 9 2 0 40 40 1 0 0 0 0 0 134 2% 5674:45 PM to 5:00 PM 0 53 0 4 1 0 35 51 3 0 0 0 0 0 143 3% 544 22545:00 PM to 5:15 PM 0 48 0 1 2 0 37 67 3 0 0 0 0 0 153 3% 517 22075:15 PM to 5:30 PM 0 45 0 6 2 0 38 48 0 0 0 0 0 0 137 1% 472 21005:30 PM to 5:45 PM 0 37 0 3 2 0 22 49 2 0 0 0 0 0 111 4% 460 19935:45 PM to 6:00 PM 0 37 0 4 0 0 29 46 1 0 0 0 0 0 116 1% 436 18856:00 PM to 6:15 PM 0 31 0 2 1 0 33 42 2 0 0 0 0 0 108 3% 3916:15 PM to 6:30 PM 0 38 0 5 1 0 31 51 1 0 0 0 0 0 125 2% 3646:30 PM to 6:45 PM 0 25 0 4 2 0 26 32 1 0 0 0 0 0 87 3% 3066:45 PM to 7:00 PM 0 23 0 6 0 0 18 24 3 0 0 0 0 0 71 4% 2887:00 PM to 7:15 PM 0 32 0 5 0 0 18 26 0 0 0 0 0 0 81 0% 2917:15 PM to 7:30 PM 0 24 0 2 0 0 17 24 1 0 0 0 0 0 67 1% 2707:30 PM to 7:45 PM 0 26 0 1 0 0 18 24 0 0 0 0 0 0 69 0% 2677:45 PM to 8:00 PM 0 23 0 2 0 0 23 26 2 0 0 0 0 0 74 3% 2478:00 PM to 8:15 PM 0 21 0 1 0 0 15 23 1 0 0 0 0 0 60 2% 2228:15 PM to 8:30 PM 0 21 0 3 0 0 17 23 1 0 0 0 0 0 64 2% 2018:30 PM to 8:45 PM 0 21 0 0 0 0 11 17 0 0 0 0 0 0 49 0% 1808:45 PM to 9:00 PM 0 18 0 5 0 0 13 13 0 0 0 0 0 0 49 0% 1719:00 PM to 9:15 PM 0 12 0 4 0 0 12 11 1 0 0 0 0 0 39 3% 1589:15 PM to 9:30 PM 0 13 0 2 0 0 19 9 1 0 0 0 0 0 43 2% 1669:30 PM to 9:45 PM 0 11 0 1 0 0 16 12 0 0 0 0 0 0 40 0% 1639:45 PM to 10:00 PM 0 12 0 0 0 0 19 5 1 0 0 0 0 0 36 3% 153 10:00 PM to 10:15 PM 0 2 0 2 0 0 35 8 3 0 0 0 0 0 47 6% 14510:15 PM to 10:30 PM 0 7 0 3 0 0 23 7 1 0 0 0 0 0 40 3% 11910:30 PM to 10:45 PM 0 5 0 1 0 0 15 9 1 0 0 0 0 0 30 3% 10010:45 PM to 11:00 PM 0 3 0 3 1 0 12 10 0 0 0 0 0 0 28 4% 10211:00 PM to 11:15 PM 0 2 0 3 0 0 10 6 3 0 0 0 0 0 21 14% 13511:15 PM to 11:30 PM 0 5 0 1 0 0 3 12 1 0 0 0 0 0 21 5% 11:30 PM to 11:45 PM 0 7 0 0 0 0 23 2 2 0 0 0 0 0 32 6%11:45 PM to 12:00 AM 0 2 0 2 0 0 53 4 11 0 0 0 0 0 61 18% 0 2506 0 295 80 0 0 0 0 0 1 0 1980 2450 180 0 0 0 0 0 7232 4% 603 606
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 251 0 33 8 0 0 0 0 0 0 0 125 194 18 0 0 0 0 0 603 4% 0.94 4:00 PM to 5:00 PM 0 194 0 21 8 0 0 0 0 0 0 0 165 199 10 0 0 0 0 0 579 3% 0.95 Northbound Southbound
PEAK HOUR
Eastbound Westbound
DAILY TOTALS
1 200
Section , Item D
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians)Hanford, CA 93230 Prepared For:
800-975-6938 Phone/Fax Yamabe and Horn Engineering, Inc.www.metrotrafficdata.com 2985 N. Burl, Suite 101 Fresno, CA 93727
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Fowler Ave @ SR 99 SB On ramp 36.6237646
Fresno -119.6822572
Tuesday, May 20, 2025 Clear
1 201
Section , Item D
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right S Leg N Leg W Leg E Leg Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS
PEAK HOUR
DAILY TOTALS
1 202
Section , Item D
Counted by: AM
Date: 7/4/2025
From To Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00:00 AM 7:15:00 AM 0 0 13 0 0 0 0 10 0 0 6 0 297:15:00 AM 7:30:00 AM 0 0 19 0 0 0 0 17 0 0 17 0 537:30:00 AM 7:45:00 AM 1 0 30 0 0 0 0 19 0 0 12 0 627:45:00 AM 8:00:00 AM 1 0 36 0 0 0 0 29 0 0 21 0 878:00:00 AM 8:15:00 AM 0 0 27 0 0 0 0 36 0 0 14 0 778:15:00 AM 8:30:00 AM 0 0 31 0 0 0 0 26 0 0 20 0 778:30:00 AM 8:45:00 AM 0 0 22 0 0 0 0 14 0 0 17 0 538:45:00 AM 9:00:00 AM 0 0 14 0 0 0 0 12 0 0 11 0 37 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:30:00 AM 8:30:00 AM 2 0 124 0 0 0 0 110 0 0 67 0
PHF 0.871
Peak Hour
Eastbound Westbound
Adams Avenue
Northbound Southbound
CA-99 SB Off-Ramp
Time
Northbound Southbound Eastbound Westbound
203
Section , Item D
From To Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Total 4:00:00 PM 4:15:00 PM 0 0 32 9 0 0 0 0 0 21 0 0 0 22 0 0 754:15:00 PM 4:30:00 PM 0 0 46 6 0 0 0 0 0 17 0 1 0 10 0 2 734:30:00 PM 4:45:00 PM 1 0 45 5 0 0 0 0 0 22 0 1 0 14 0 1 824:45:00 PM 5:00:00 PM 0 0 42 2 0 0 0 0 0 23 0 1 0 18 0 0 835:00:00 PM 5:15:00 PM 0 0 43 1 0 0 0 0 0 18 0 0 0 17 0 0 785:15:00 PM 5:30:00 PM 0 0 34 1 0 0 0 0 0 32 0 2 0 13 0 2 795:30:00 PM 5:45:00 PM 0 0 40 0 0 0 0 0 0 20 0 1 0 13 0 0 73 5:45:00 PM 6:00:00 PM 0 0 29 2 0 0 0 0 0 16 0 2 0 12 0 2 57 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:30:00 PM 5:30:00 PM 1 0 164 0 0 0 0 95 0 0 62 0
PHF 0.970
Adams AvenueCA-99 SB Off-Ramp
Westbound
Northbound Southbound Eastbound Westbound
Peak Hour
Time Northbound Southbound Eastbound
204
Section , Item D
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix D
APPENDIX D
Synchro Reports
205
Section , Item D
EXISTING SYNCRO REPORTS
206
Section , Item D
Existing AM
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report