Hercules City Council
June 23, 2026

PUBLIC HEARINGS

AGENDA ITEMS

2. 26-155
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Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 1 June 23, 2026

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council
VIA: Patrick Tang, Interim City Manager
SUBMITTED BY: Timothy Rood, AICP, Community Development Director SUBJECT: Approval of an Addendum to the Hercules New Town Center Environmental Impact Report, Design Review Permit (DRP) 25 -04, Vesting Tentative Map (VTM) 25-02, and Planned Development Plan (PDP) 25-02 for the Emblem Hercules Apartments — 1601 Willow Avenue (The Loop Sit e) Assessor Parcel Number (APN) 406 -070- 042-6.

RECOMMENDED ACTION:

Staff recommends that the City Council open the continued public hearing, ask questions of staff or the applicant team , receive comments from the public and interested parties and adopt a Resolution finding that the Addendum to the Hercules New Town Center Environmental Impact Report (State Clearing House No. 2007062002) prepared pursuant to CEQA Guidelines Section 15164, is the appropriate environmental document for the proposed Emblem He rcules Apartments project , finding that t he Addendum has been prepared in compliance with CEQA and the State CEQA Guidelines and reflects the independent judgment of the City of Hercules as Lead Agency , and approving Design Review Permit (DRP) 25 -04, Vesti ng Tentative Map (VTM) 25 -02, and Planned Development Plan (PDP) 25-02 for a 180-apartment unit housing development.

BACKGROUND:

Design Review Permit (DRP) 25-04, Vesting Tentative Map (VTM) 25-02, and a combined Initial and Final Planned Development Plan (PDP) 25 -02 were submitted by Quarterra Multifamily Communities for the proposed 180 dwelling unit development. The project proposes the development of a 180-unit multifamily residential community on 5.09 acres, including a clubhouse, dog park, trash enclosure, parking, 241

Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 2 June 23, 2026

fencing, landscaping, and frontage improvements. Ten percent of the units will be restricted to very low-income households.

Planning Commission Recommendation
On May 4, 2026, at their regularly scheduled meeting, the Planning Commission unanimously approved Resolution No. 26 -01, recommending City Council approve an Addendum to the Hercules New Town Center EIR (NTC EIR), Design Review Permit (DRP) #25 -04, Vesting Tentative Map (VTM) #25 -02, and a Combined Initial and Final Planned Development Plan (PDP) #25 -02 for a 180 -unit multifamily residential development (Emblem Hercules Apartments) located at 1601 Willow Avenue (the Loop site), on assessor’s parcel number 406-070-042-6.

Prior Council Discussion:

On May 26, 2026, at their regularly scheduled meeting, the City Council opened a noticed public hearing to approve an Addendum to the Hercules New Town Center EIR (NTC EIR), Design Review Permit (DRP) #25 -04, Vesting Tentative Map (VTM) #25 -02, and a Combined Initial and Final Planned Development Plan (PDP) #25 -02 for a 180 -unit multifamily residential development (Emblem Hercules Apartments) located at 1601 Willow Avenue (the Loop site), on assessor’s parcel number 406-070-042-6.

An updated resolution of approval has been prepared (Attachment 1). The full agenda packet for the item is available at this link.1
The City Council voted to continue the hearing to June 23 and requested additional information about the project, including a clearer exhibit or exhibits from the appl icant showing the design of the project’s offsite improvements, which include a new mid-block pedestrian crossing and a new sidewalk and streetlights. Councilmembers also requested additional information regarding vehicular circulation at the project entry and the manner in which the project will address noise and air quality for project residents.

ANALYSIS:

As described in detail in the May 26 staff report , the Project is subject to the Builder’s Remedy, HCA, and HAA such that the City has little discretion to deny the Project based on inconsistency with objective local zoning standards. For informational purposes, staff prepared analysis of the Project’s consistency with subjective goals, policies , and development regulations that would otherwise apply . In sum, the Project is consistent

1 https://hercules.legistar.com/View.ashx?M=AO&ID=177261&GUID=e1820f93 -d779-44ee-9d17- aec1acfb7cca&N=NS4yNiBTdXBwbGVtZW50YWwgQWdlbmRhIFBhY2tldCAtIElYLiBQdWJsaWMgSGVhcml uZyBJdGVtIDEuIDI2LTEyOQ%3d%3d
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Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 3 June 23, 2026

with almost all applicable objective standards and has requested waivers under State Density Bonus Law for : (1) a 1-foot reduction in carport space width; ( 2) location of air conditioning condensers; (3) a reduction in the required 50-foot surface parking setback; and (4) increased spacing between parking lot landscape islands.

Traffic Operations at Project Entry
A project transportation study was included in the May 26 agenda packet as Appendix F.

The applicant has provided an enlarged plan of the project entry, showing the location of the entry kiosk and vehicular gate, which is set back approximately 90 feet from the front property line (Attachment 2). This exhibit demonstrates that there is space for at least four cars to queue outside the entrance gate without encroaching on the crosswalk or backing up onto Willow Avenue. A pull-out area adjacent to the sales offi ce provides additional space for vehicles to pull out of the entry lane.

The applicant has indicated to staff that project access will be managed as follows:
 Residents will have RFID tags or transponders that open the gate without using the call-box to allow for expedited entry.
 A call-box/intercom system will be provided that prospective residents, deliveries, or guests will be able to use to enter the property.  The call box systems typically have keypad access. Project management staff would provide a code to delivery vehicles with regular routes to the property (e.g.

FedEx, UPS, etc.). Codes would be changed on a regular basis.  Guests/deliveries/vendors would use the pull-out area and the call-box to contact the leasing office or resident for access, or they would use their preapproved code.  Less frequent deliveries (e.g. food service, maintenance vendors, etc.) would use the call box to notify the leasing office for access. If the leasing office is closed (i.e. after hours) then the vendors would us e the call-box to request gate access from the resident directly.

Pedestrian Facilities
The project transportation study included as Appendix F further describes the pedestrian facilities. To greatly reduce the walking distance between the project and the Hercules Transit Center, the applicant agreed to provide a new midblock pedestrian crossing and a new sidewalk along the north side of Willow Avenue from the project entry west to Sycamore Avenue, thereby connecting the project to the Safeway site. As part of the City’s review of the project, the City’s consulting traffic engineer evaluated the proposed crossing and sidewalk design and features for compliance with applicable regulatory standards from the Federal Highway Administration. All on-site and off-site improvement plans must additionally be reviewed and approved by the City Engineer when they are submitted following the Planning approvals.
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Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 4 June 23, 2026

Further, Condition of Approval 56 requires the design and features of this new pedestrian crossing to be consistent with the Preliminary Willow Avenue Plan Line dated January 20, 2026 submitted to the City. The condition requires that the new crossing include high visibility striping, pedestrian warning signage, ADA compliant curb ramps, and additional pedestrian safety enhancements such as Rectangular Rapid Flashing Beacons (RRFBs), refuge islands, lighting, or other measures determined necessary by the Public Works Director based on the City’s traffic engineering review.

On June 6, 2026, the applicant provid ed additional exhibits clarifying the scope of the pedestrian improvements, including details of the crosswalk and sidewalk design and the schematic location of new streetlights (Attachment 2). These exhibits depict the midblock crossing in compliance with Condition of Approval 56 and including high visibility striping, pedestrian warning signage, ADA compliant curb ramps, RRFBs, refuge islands, and lighting.

The City’s consulting engineer reviewed the new exhibits and stated that RRFBs are an established, FHWA -supported countermeasure for uncontrolled crossings and, when combined with the proposed features (high-visibility striping, median refuge, lighting, etc.), are consistent with acceptable standards intended to ensure pedestrian safety.

The applicant team and the City’s consulting engineer will be available for questions.

Noise
Condition of Approval 36, Exterior Noise Level Acoustical Analysis, notes that a Preliminary Environmental Noise Study was prepared by Salter (Project No. 24 -0542, dated January 22, 2025) and submitted with the project application; this study confirmed that all residential units require STC -rated windows and exterior doors, that mechanical ventilation shall be provided so that windows may remain closed, and that upgraded exterior wall assemblies (minimum STC 50) are required at the southern façades of Buildings 5 and 6 to address single -event railroad noise (Lmax criterion: 50 dB in bedrooms, 55 dB in other habitable rooms).

A preliminary environmental noise study prepared by Salter was included in the May 26 agenda packet as Appendix E ; however, some exhibits referenced in the text were inadvertently omitted. and the complete version is included as Attachment 3 to this report.

The preliminary study confirmed that all residential units require STC-rated windows and exterior doors, that mechanical ventilation shall be provided so that windows may remain closed, and that upgraded exterior wall assemblies (minimum STC 50) are required at the southern façades of Bu ildings 5 and 6 to address single -event railroad noise (Lmax criterion: 50 dB in bedrooms, 55 dB in other habitable rooms). The study provides recommendations to achieve interior and exterior noise levels in accordance with the City’s General Plan standards, including construction of a sound wall at the clubhouse patio on Willow Ave. and at the dog run, as shown in Figure 4. 244

Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 5 June 23, 2026

The project is subject to the Hercules New Town Center EIR Mitigation Measures NOI-1 through NOI-4, which require a final acoustical analysis prior to building permit issuance.

This analysis must confirm interior noise levels do not exceed 45 CNEL, exterior courtyard levels do not exceed DNL 60 dB, and deck levels do not exceed DNL 65 dB. Sound Transmission Class -rated windows, mechanical ventilation, and upgraded wall assemblies are required on the most noise-exposed facades.

The applicant’s architect and acoustical engineer and the City’s environmental consultant will be available for questions.

Air Quality
Air quality impacts of the Project on the environment due to grading, construction, and greenhouse gas emissions are addressed by Mitigation Measures AQ-1 through AQ-8.

The Bay Area Air District (BAAD) encourages but does not require CEQA analysis of a project’s exposure to existing pollution sources. BAAD recommends evaluating risks for residences within 500 feet of a major freeway for informational purposes.

The New Town Center EIR included a Health Risk Assessment, which concluded that the health risk impact before mitigation was less than significant.

The CALGreen building code, Title 24, and the California Mechanical Code include the following requirements:

1. Mechanical ventilation required (ASHRAE 62.2).

All new homes must include continuous mechanical ventilation to ensure a minimum amount of outdoor air is brought inside.

2. MERV 13 filtration is mandatory.

Air supplied through mechanical systems must be filtered with Minimum Efficiency Reporting Value (MERV) 13 or better. This is the most important air ‑quality protection requirement for freeway‑adjacent housing.

3. Mechanical systems must be designed for high‑efficiency filters.

HVAC units must accommodate MERV 13 filters without compromising airflow or system performance.

4. Indoor humidity and pollutant control.

Kitchens and bathrooms must have local exhaust to remove moisture and pollutants.

5. Proper duct sealing and airflow.

Ductwork must be sealed and tested to ensure no leakage and adequate airflow for ventilation and filtration.
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Staff report to City Council –Addendum to the HNTC EIR, DRP 25-04, VTM 25-02, and PDP 25-02 6 June 23, 2026

6. Outdoor air intakes must be filtered.

Any mechanically supplied fresh air (e.g., through an HRV/ERV or HVAC system) must pass through MERV 13 filtration before entering living spaces.

These requirements , and specifically the MERV 13 filtration , are the state’s primary mechanisms for reducing exposure to freeway pollutants (PM2.5, ultrafine particles, diesel exhaust) inside new residential buildings. Staff also notes that the impacts of the existing environment on the project cannot be analyzed under CEQA pursuant to rec ent appellate rulings.

The applicant team and the City’s environmental consultant will be available for questions.

FISCAL IMPACT:

There are no direct fiscal impacts associated with this item.

ATTACHMENTS:
 Attachment 1 – Resolution
 Attachment 2 – Exhibits from Applicant
 Attachment 3 – Complete Preliminary Noise and HVAC S tudy (Appendix E to Addendum)
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HERCULES CITY COUNCIL
RESOLUTION NO. 26-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES APPROVING

AN ADDENDUM TO THE HERCULES NEW TOWN CENTER ENVIRONMENTAL IMPACT REPORT, DESIGN REVIEW PERMIT (DRP) #25 -04, VESTING TENTATIVE MAP (VTM) #25 -02, AND A COMBINED INITIAL AND FINAL PLANNED DEVELOPMENT PLAN (PDP) #25-02 FOR A 180-UNIT MULTIFAMILY RESIDENTIAL DEVELOPMENT (EMBLEM HERCULES APARTMENTS) LOCATED AT 1601 WILLOW AVENUE (THE LOOP SITE), ON ASSESSOR’S PARCEL NUMBER 406-070- 042-6.

WHEREAS, in June 2000, the City planned the remaining undeveloped land central Hercules, resulting in a document called The Pl an for Central Hercules; and on July 16, 2001, the City incorporated this plan into its zoning regulations by adopting the Central Hercules Plan (CHP) Regulating Code as part of the Zoning Ordinance, thereby establishing the New Town Center (NTC) and other special districts; and WHEREAS, in 2005, the City, the former Redevelopment Agency, and Hercules New Town Center LLC entered into a Disposition and Development Agreement (DDA) identifying the project site (known as the “Loop parcel”) as an “Additional Tow n Center Parcel,” which may be developed consistent with the City’s current regulating codes; and WHEREAS, under the DDA, development of the project site was contingent upon its acquisition by the project developer or the execution of an agreement allowing the developer to participate in its development; and
WHEREAS, at the property owner's request, the City Council adopted a resolution in October 2023 terminating the DDA as it applied to the project site; and WHEREAS, on October 14, 2008, the City adopted Resolution No. 08 -01, a General Plan and zoning amendment to create the Hercules New Town Center (HNTC) land use designation and zoning district, designating approximately 35 acres within the Central Hercules area as “New Town Center,” which is the zoning applicable to the project site; and
WHEREAS, the Hercules New Town Center EIR (HNTC EIR) was certified on February 10, 2009 (SCH # 2007062002) by the Hercules City Council and the Hercules Redevelopment Agency, including the 6.25-acre Parcel 3/Loop project site at 1601 Willow Avenue (APN 406-070-042-6); and
WHEREAS, the project is subject to the Housing Accountability Act (HAA) and the Housing Crisis Act of 2019 (Senate Bill (SB) 330, as clarified by SB 8), which limit local discretion over qualifying housing developments; the project submitted its SB 330 Preliminary Application on October 21, 2024, and its development applications on April 14, 2025, within the required 180-day timeframe; and
WHEREAS, on October 21, 2024, Quarterra Multifamily Communiti es (applicant) submitted to the City a SB 330 Preliminary Application pursuant to California Government 247
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Code Section 65941.1 for the proposed project located on the Emblem Hercules Apartment project site at 1601 Willow Avenue, including 180 multifamily apartment units, of which 18 units will be affordable to very-low income households; and WHEREAS, on April 14, 2025, the applicant submitted to the City the following application concurrently and collectively related to the proposed project located on 1601 Willow Avenue (APN 406-070-042-6):
 Design Review Permit (DRP) #25-04 in accordance with Section 13-42.200 of the Hercules Municipal Code; and
 Vesting Tentative Map (VTM) #25-02 to vest current land use regulations and subdivide the 5.09-acre project site (APN 406-070-042-6) for the proposed apartment development; and
 Initial and Final Planned Development Plan (PDP) #25-02 per Section 13-48 of the Hercules Municipal Code for all developments exceeding five acres (collectively, the Project); and
WHEREAS, the City prepared an Addendum to the certified Final Environment Impact Report for the HNTC which analyzed the potential environmental consequences of the Project; (the Addendum) and
WHEREAS, the Planning Commission at its May 4, 2026 meeting adopted Resolution No. 26-01 recommending City Council approval of the Addendum to the HNTC EIR and approval of the Project , at which time all interested parties had the opportunity to be heard and the Planning Commission considered the Staff Report dated May 4, 2026 and all public testimony provided prior to and at the public hearing; and WHEREAS, public notice of the May 26, 2026, City Council hearing was mailed to residents and occupants within 300 feet of the Project site, in compliance with state and local laws, plus the Caltrans, Singh, and West Coast Drilling sites (APNs 406 - 070-025- 1, 406-160-002-1, and 406-160-006-2); and
WHEREAS, the City Council opened a duly noticed public hearing on May 26, 2026 to consider the Project, and considered input from City staff, the applicant and the public as well as all P roject plans, the staff report, the Addendum, and all required findings; and
WHEREAS, the City Council voted on May 26, 2026 to continue its consideration of the Project to a date certain of June 23, 2026 and requested additional information from the applicant and staff regarding traffic operations, pedestrian facilities, noise, and air quality; and
WHEREAS, on June 23, 2026, the City Council opened the continued public hearing and considered input from City staff, the applicant , and the public , including updated and additional information regarding traffic operations, pedestrian facilities, noise, and air quality, and further considered the entire Project and record of proceedings.

NOW, THEREFORE BE IT RESOLVED, that the City Council, after due study, deliberation, and public hearing testimony and comments for the Project, hereby approves the Addendum to the Hercules New Town Center Environmental Impact Report 248
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(State Clearinghouse No. 2007062002) which is included as Exhibit C to the resolution attached to the May 26, 2026 staff report for the Project, except that Appendix E (Preliminary Noise and HVAC Study) to the Addendum shall be replaced with the complete version included as Attachment 3 to the staff report for this June 23, 2026 meeting.

BE IT FURTHER RESOLVED, that the City Council, after due study, deliberation, and public hearing testimony and comments for the Project, hereby approves Design Review Permit #25 -02, Vesting Tentative Map #25 -02, and Initial/Final Planned Development Plan #25 -02, subject to the Emblem Hercules Project Conditions of Approval and as described in the Development Plans dated Feb. 12, 2026 (General Information, Architectural, Civil, and Landscape Plans) , both of which are included as Exhibits A and B to the resolution attached to the May 26, 2026 City Council staff report for the Project and both of which are incorporated herein by reference.

BE IT FURTHER RESOLVED, that the City Council’s foregoing approvals are based on the entire administrative record for the Project, and based on the following findings and determinations:

1. The foregoing recitals are true and correct and made a part of this resolution by this reference.

2. Based on its review of the entire record herein, the City Council finds as follows:

California Environmental Quality Act
a. There are no substantial changes proposed in the Project which will require major revisions of the program EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.
b. There are no substantial changes that will occur with respect to the circumstances under which the project is undertaken which will require major revisions of the program EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or
c. There is no new information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the program EIR was certified.
d. The Project will not have one or more significant effects not discussed in the program EIR. Significant effects previously examined will not be substantially more severe than shown in the program EIR.
e. The Project proponent has agreed to all mitigation measures, including those that were previously found not to be feasible but that would in fact be feasible and would substantially reduce one or more significant effects of the project, and those which may be cons iderably different from those analyzed in the program EIR.
f. In light of the whole record and based on substantial evidence, a subsequent EIR is not required, and the proposed project activities are adequately analyzed and mitigated in the HNTC Program EIR with implementation of the mitigation 249
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measures identified therein and the Mitigation and Monitoring and Reporting Plan applicable to the Project.
g. Therefore, no further analysis under the California Environmental Quality Act is required.

General Plan
The Project is consistent with the City of Hercules General Plan and NTC land use designation in that Multifamily dwellings are permitted use on the Project site. a. For the following reasons and subject to conditions of approval, the Project is consistent with applicable General Plan policies:
i. Policy H1.1 states, “Facilitate development of housing affordable to lower - income households by providing technical assistance, regulatory incentives and concessions, and financial resources as funding permits.” The Project dedicates 18 of its 180 units (10 percent) to very low -income households, thereby directly facilitating the creation of income-restricted rental housing.

The Project has been processed pursuant to the Housing Accountability Act and Builder's Remedy provis ions of State Planning & Zoning Law, consistent with the City's commitment to remove regulatory barriers and provide incentives for affordable housing production.
ii. Policy H2.5 states, “Support the provision of high-quality rental housing for large families, students, and senior households.” The Project provides 180 rental apartments in a range of sizes, including 12 three -bedroom units large enough to accommodate large families. The Project includes amenity spaces such as a clubhouse and dog park that support a high quality of life for residents. As a purpose-built, professionally managed rental community, the Project directly responds to this policy's objective of expanding the supply of quality rental housing in Hercules.
iii. Policy H2.7 states, “Encourage infill development and recycling of land to provide adequate residential sites and support the assembly of small vacant or underutilized parcels to enhance the feasibility of infill development.” The Project site at 1601 Willow Avenue is currently vacant land within the New Town Center zoning district, a designated infill development area identified in the Housing Element's sites inventory. Development of this vacant parcel with 180 residential units directly implements the C ity's strategy of directing growth to underutilized, transit-proximate infill sites and avoiding greenfield or sprawl development.

Hercules Zoning Ordinance
For the reasons described in the May 26, 2026, City Council Staff Report, the Project is not requir ed to comply with subjective development standards, including subjective findings that would otherwise be required for the proposed entitlements.

The Project is consistent with Zoning Ordinance Chapter 13-42 Design Review, in that the City Council finds the Project meets the standards for Design Review 13 -

42.500 as follows:
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a. The approval of the design review plan is in compliance with all provisions of this Chapter, pertinent provisions of Zoning Ordinance and applicable zoning and land use regulations, including but not limited to the Hercules General Plan as amended and any specific plan.

Facts in Support of Finding: The Project site is designated NTC in the Hercules General Plan, a land use designation that expressly allows residential multi - family, or commercial uses, or both, in a well-planned, mixed-use development.

The project proposes 180 multi -family residential units on a 6.65 -gross-acre parcel (5.09 net buildable acres) at 1601 Willow Avenue and does not require any General Plan amendment or zone change. Residential use is a permitted use within the NTC zoning district.

The Project has been evaluated for consistency with the objective, quantifiable standards of the Central Hercules Plan (CHP) Regulating Code and complies with those standards or will receive a SDBL waiver.
b. The approval of the design review plan is in the best interests of the public health, safety, and general welfare.

Fact in Support of Finding: The Project will contribute to alleviating California's housing crisis by providing 180 new multi-family residential units, including 18 units (10%) restricted to very low-income households, on a currently vacant site designated and zoned for residential development, directly serving the public health, safety, and welfare by i ncreasing the regional supply of affordable housing. The Project will be all-electric and designed to comply with CalGreen and Title 24 energy standards, incorporating energy -efficient systems, LED lighting, solar carports with battery storage serving appr oximately 160 parking spaces, and EV charging infrastructure, consistent with State and local climate objectives. The Project also includes frontage improvements along Willow Avenue that directly enhance public safety: realignment of Willow Avenue to add a dedicated turn lane and reduce vehicle speeds; construction of approximately 475 linear feet of sidewalk connecting to the existing Sycamore Avenue sidewalk; and installation of a mid-block pedestrian crossing with high- visibility pavement striping, a pedestrian refuge island, and a Rectangular Rapid Flashing Beacon (RRFB) system.

Emergency vehicle access is provided via both the primary driveway off Willow Avenue and a dedicated Emergency Vehicle Access (EVA) gate to the east of the main entrance, and the Project complies with all applicable Contra Costa County Fire Protection District requirements. The Project maintains a 50 -foot development and construction exclusion buffer from the on -site seasonal stream, wetland, and riparian areas, avoiding direct impacts to sensitive habitat.

No specific, quantifiable, direct, and unavoidable adverse impact to public health or safety as defined under the Housing Accountability Act (Government Code §65589.5(j)(1)(A)) has been identified that cannot be avoided or mitigated, and the Project, subject to the Conditions of Approval, is consistent with all applicable public health and safety standards.
c. General site considerations, including site layout, open space and topography, orientation and location of buildings, vehicular access, circulation and parking, 251
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setbacks, height, walls, fences, public safety and similar elements have been designed to provide a desirable environment for the development.

Facts in Support of Finding: The site plan has been designed to respond to the site’s unique topography, which includes an existing seasonal stream, floodway, and wetland area in the northern portion of the parcel. Development is focused on the buildable western and southern portions of the site, while the northeastern portion is preserved, including a 50 -foot buffer from sensitive habitat areas. Retaining walls are incorporated along the northern and eastern perimeters to address grade changes, with proposed retaining wall h eights identified in the Preliminary Grading Plan.

Vehicular access is provided via a single two-way driveway from Willow Avenue, with a separate Emergency Vehicle Access (EVA) gate to the east. An internal network of two-way driveways and sidewalks provides access to all units and parking areas. The primary driveway location has been coordinated with the realignment of Willow Avenue to add a dedicated left-turn lane, improving traffic flow and access safety. The realignment also accommodates a new mid-block 252
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pedestrian crossing with high -visibility striping, a refuge island, and a Rectangular Rapid Flashing Beacon (RRFB) system, which further serves as traffic calming along this segment of Willow Avenue.

The Project proposes setbacks of 15 feet or more at the front, 10 feet or more at the rear (not adjacent to residential uses), and 15 feet or more at the sides.

Building heights of 44 feet (apartments) and 26 feet (clubhouse) are well within the 85-foot maximum height permitted in the NTC zone and are compatible with the scale of development contemplated for the New Town Center area.

Amenity areas include a dog run with synthetic turf, benches, and trash receptacles at the northwest corner of the site, as well as outdoor amenity space associated with the clubhouse. Fencing is provided at the site perimeter to promote site security and pedestrian safety and in accordance with the Project’s habitat protection requirements. Internal pedestrian sidewalks connect buildings, parking are as, amenity spaces, and the Willow Avenue frontage, promoting walkability and resident safety within the development. d. General architectural considerations, including the character, scale, and quality of the design, the architectural relationship with the site and other buildings, building materials, colors, screening of exterior appurtenances, exterior lighting and signing, and similar elements are consistent with applicable design standards.

Facts in Support of Finding: The six apartment buildings and clubhouse employ a consistent West Coast Craftsman-inspired architectural character with hipped and gabled roof forms clad in dark grey composition shingles, a permitted finish material under the CHP Regulating Code. Facades are clad in a complementary palette of dark grey board and batten siding accents, off -white, cool tan, and warm tan cement plaster, cool tan decorative trim, and naval blue cement plaster accents, applied with matte finishes consistent with the CHP Regulating Code's building wall material standards. Horizontal expression lines delineating the first and second stories are provided on all apartment building walls through changes in materials, color transitions, balcony placement, and molding.

Windows are vertically oriented rectangular openings in white vinyl frames, and metal railings in painted black finish are provided at stairs, decks, and balconies, both permitted materials under the CHP Regulating Code. All units include private patios or balconies providing visual articulation and resident -scale outdoor space.

Exterior lighting is provided via Cutlass LED wall-pack fixtures painted to match building surfaces in compliance with Hercules Zoning Code Section 13-

18.300(4), and air-conditioning condensers located between the building facade and the street are consistent with the approved density bonus waiver for that standard. A low-profile monument sign (6 feet tall, 11 feet 3 inches long) at the primary entrance fits the design theme of the buildings and landscape, consistent with the objectives of the Scenic Road and Highway Overlay District (Chapter 13 -25). Accessory structures, including the solid waste enclosure (shed roof, 18 feet) and mailbox kiosk (shed roof, 11 feet to ridge), employ roof forms and finishes consistent with the principal buildings, and solar carport 253
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canopies provide functional shade and renewable energy generation while maintaining a compatible design character throughout the development. . e. General landscape considerations, including the location, type, size, color, texture and coverage of plant materials at the time of planting and after a 5-year growth period, provision for irrigation, maintenance and protection of landscaped areas and similar elements are consistent with a pplicable design standards.

Facts in Support of Finding: The Project provides landscaped areas throughout the site and along the Willow Avenue frontage, including 176 proposed trees— a mix of ornamental and native species —with landscape strips separating internal pedestrian walkways from building frontages to soften building mass and create an attractive residential environment. All landscaping complies with California's Model Water Efficient Landscaping Ordinance (MWELO), with a Hydrozone Plan (Sheet L3.0) submitted that identifies hydrozones for irrigation scheduling, and permanent irrigation systems installed in all landscaped areas and parking lot islands.

The landscape design is consistent with the objectives of the Scenic Road and Highway Overlay District (Chapter 13-25), with trees and groundcover along the Willow Avenue frontage softening building mass and screening parking areas as viewed from this designated scenic road, and air conditioning condensers near building facades screened with landscaping per the conditions of approval.

Amenity landscaping includes a dog run with synthetic turf, benches, and trash receptacles at the northwest corner of the site, and the Illustrative Landscape Plan (Sheet L1.0) and Planting Plan (Sheet L2.0) demo nstrate the distribution, type, size, and coverage of plant materials at planting and through the 5 -year growth period.

The Project is consistent with the Zoning Ordinance Chapter 13-25 Scenic Road and Highway Overlay District, in that the City Council finds the Project meets the specific performance standards 13-25.400 as follows:

The architecture, design, and landscaping of the Emblem Hercules Apartments project are aesthetically attractive, incorporate the desirable design qualities for development within the scenic corridor, and avoid or minimize undesirable design elements, as required by HMC Section 13-25.400.
a. Architecture and Design – Desirable Elements (Section 13-25.400(1)(A)): The six apartment buildings and clubhouse are arranged in a clustere d configuration around internal driveways and shared open space, with the 4,340-square-foot clubhouse and adjacent outdoor amenity space serving as the common open -space entry feature along Willow Avenue. Building elevations are articulated through varied wall planes, projecting balconies, board-and-batten siding accents, expression lines, decorative trim, and a coordinated multi -color material palette that collectively reduces the visual impact of building mass. Windows are vertically oriented, white vinyl single- hung units that provide a consistent rhythm and visual interest across all facades, with non-reflective glass throughout. All apartment buildings feature 254
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hipped composition shingle roofs rising to 44 feet with overhangs and multiple gable elements; the clubhouse features intersecting gabled roof planes. The exterior material palette, combining smooth cement plaster in multiple colors, dark grey board -and-batten, cedar -texture deck trim, and decorative trim, provides texture across all structures. The primary driveway is a 26 -foot-wide two-way entry off Willow Avenue marked by a monument sign and drop-off area adjacent to the clubhouse.
b. Architecture and Design – Elements Avoided or Minimized (Section 13 -

25.400(1)(B)): The Project avoids all identified undesirable design elements.

Wall surfaces are broken up by material changes, balconies, and window patterns, with no large blank stucco or concrete -block walls on any facade visible from the scenic corridor. Varied rooflines, ste pped footprints, and projecting balconies prevent any building from presenting a square or boxy profile. Metal siding is confined to the solid waste enclosure, an accessory structure located in the site interior, not visible from Willow Avenue. No plastic or vertical wood siding is used on any building.

The gravity block retaining wall (Mechanically Stabilized Earth [MSE] wall) along the north edge of the project site is constructed of precast concrete panels or segmental blocks with geogrid reinforcement; although it is made of concrete, it is not a typical CMU block and is designed with a slight slope to minimize visual impact. All building exteriors are finished with painted cement plaster, board - and-batten, or engineered wood siding. A unified Craftsman -influenced architectural style with a consistent material palette, roofline character, and color scheme is maintained across all structures, avoiding any mix of unrelated styles.

Accessory structures, including the solid waste enclosure and carports, are sited in the interior of the development, screened by buildings and landscaping, and conditions of approval require mechanical equipment and above-ground utilities to be screened from public streets.
c. Landscaping – Desirable Elements (Section 13 -25.400(2)(A)): The Project provides landscaped front and side yards along the Willow Avenue frontage with 181 trees, including ornamental and native species, along with shrubs and groundcover that soften building edges and complement the scenic corridor landscape. All landscaping complies with MWELO standards. Internal parking areas are integrated under solar carport canopies and surrounded by the clustered apartment buildings, substantially screening them from State Route 4, with additional landscape strips softeni ng internal drive aisles. Landscaped common areas, including the clubhouse outdoor amenity space, covered patio along Willow Avenue, and a dog run with synthetic turf and benches, provide attractive open space features visible from the street. d. Landscaping – Elements Avoided or Minimized (Section 13 -25.400(2)(B)):

Parking areas are organized into a cohesive internal layout under unified solar carport canopies and screened from State Route 4 by the surrounding buildings, avoiding a disjointed or unscreened ap pearance. Street -fronting landscaping is scaled to soften and frame building facades, and no tall plantings are proposed in locations that would obstruct views along the scenic corridor.

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The Project is consistent with the California Subdivision Map Act (SMA) and Title 10, Chapter 2 of the Hercules Municipal Code, in that the City Council makes the following findings:
a. The vesting tentative map is consistent with the General Plan b. The vesting tentative map is consistent with the NTC zoning and Central Hercules Plan, which allows the proposed uses.
c. The design and improvements of the vesting tentative map are consistent as they relate to the Project Site.
d. The vesting tentative map is consistent with the PDP #25 -02 for the Emblem Hercules Apartment project site and, therefore, consistent with the Zoning Ordinance.
e. Project design, architecture, and concept are suitable for the Project site created by vesting a tentative map, and therefore, the proposed subdivision is physically suitable for the type and intensity of development proposed. f. The certified HNTC EIR Mitigation Measures and the Mitigation Monitoring program are appropriate for addressing any potential environmental impacts identified.
g. The design of the vesting tentative map will not conflict with easements or access through or use of property within the proposed subdivision. h. The vesting tentative map is consistent with the intent of applicable subdivision regulations and related ordinances in Title 10, Chapter 2 (Subdivisions) of the Hercules Municipal Code.

The Project is consistent with Zoning Ordinance Chapter 13 -48 Planned Development Plan in that the City Council finds the following regarding the proposed Initial/Final Planned Development Plan (PDP) #25 -02 as it relates to approval of a Planned Development Plan:
a. The proposed use and densities are consistent with the General Plan.

Facts in Support of Finding: The Project site is designated NTC in the Hercules General Plan, a land use designation that expressly allows residential multifamily uses, commercial uses, or a combination of both, in a well-planned, mixed-use development. The proposed 180 -unit multi -family residential development is a permitted use within the NTC designation and does not require a General Plan amendment. The Project's gross density of 26.8 du/ac and net density of 35.4 du/ac are consistent with applicable density standards as modified by State law. The Project qualifies as a Builder's Remedy 2.0 project under the Housing Accountability Act and SB 330, with 10 percent of units restricted to very low -income households, and State law establishes a minimum density of 15 du/ac (one-half of the City's 30 du/ac standard). The 256
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Project's proposed density exceeds that minimum and is well within the development potential analyzed in the Hercules New Town Center EIR, which evaluated up to 375 residential units on the Loop/Parcel 3 site. b. The streets and thoroughfares proposed are suitable and adequate to carry anticipated traffic, and increased densities will not g enerate traffic in such amounts as to overload the street network outside the proposed project exceeding those anticipated in the Initial Study and updated Traffic Analysis contained therein.

Facts in Support of Finding: The Transportation Study prepared by Hexagon Transportation Consultants (October 7, 2025) estimates the project will generate approximately 1,229 daily vehicle trips, which is 13 percent of the 9,577 daily trips projected for the Loop site under the HNTC EIR, and approximately 60 outbound peak morning trips and 73 inbound peak evening trips at the Project driveway. The Project includes a dedicated eastbound left- turn lane at the Project driveway on Willow Avenue. The Project is also subject to the City's Traffic Impact Fee (Hercules Municipal Code Section 10-18.601) to fund its fair -share contribution toward cumulative transportation improvements.
c. That any exceptions from standard ordinance requirements are warranted by the design and amenities incorporated in the approved PDP #25-02 drawings and approved exceptions regarding lot size, lot width, lot depth, and corner side yards.

Facts in Support of Finding: The Project requests development standard waivers pursuant to the State Density Bonus Law (Gov. Code §65915) from four development standards of the NTC Zoning District and the Central Hercules Plan Regulating Code, where strict compliance would physically preclude or reduce the residential density of the Builder's Remedy project.

Specifically: (1) the CHP Town Center Street type standard, compliance with which is infeasible because the freeway interchange physically surrounds the site and the Project could not be constructed at the proposed density with the street types required by the Plan; (2) location of air conditioning condensers between certain building facades and the street (outside the front setback), compliance with which is infeasible because the Project could not be constructed at the proposed density with the required locations; (3) surface parking set back less than 50 feet along the secondary EVA access, compliance with which would preclude the Project from being constructed at the proposed density because it would reduce the parking and available Project footprint necessary to accommodate th e residential units; and (4) parking lot landscape islands spaced greater than 6 consecutive spaces, compliance with which would preclude the Project from being constructed at the proposed density because it would reduce the Project footprint necessary to accommodate the residential units and carports. Each waiver is directly tied to achieving the Project's residential density and is the minimum deviation from the standard necessary to do so. The Project incorporates compensating amenities and design measures, including landscaped buffers throughout the site.
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d. The area surrounding the Project Site can be planned and zoned in coordination and substantial compatibility with the proposed development so long as the conditions of approval are met.

Facts in Support of Finding: The Project site is located within the New Town Center area of the Central Hercules Plan, a planning area specifically designated and zoned to accommodate transit -oriented, higher -density residential and mixed-use development. The parcel to the east of the project site is also designated and zoned NTC, providing a consistent planning framework for coordinated development across the planning area. To the south, across Willow Avenue, parcels are designated Community Commercial and Public/Qu asi-Public—City, uses compatible with a residential development that does not generate significant commercial traffic or demand for commercial services beyond those already present at the adjacent Creekside Shopping Center. The site is substantially bounde d by Interstate 80, State Route 4, and their associated ramps on three sides, major transportation corridors that physically separate the project from the General Commercial designation to the west and the Public Open Space and Residential Single-Family Low-Density designations to the north, eliminating any incompatibility with those land uses. The proposed 180 -unit residential development does not introduce a land use incompatible with the surrounding area and is consistent with the type, scale, and density of development contemplated for the HNTC EIR.
e. The existing and proposed utility services are adequate for development densities proposed and will comply with the improvement standards required by VTM #25-02.

Facts in Support of Finding : The Project's proposed density and associated utility demands are well within the development potential previously analyzed in the Hercules New Town Center EIR, and all utility services have been demonstrated to be available and adequate to serve the Project. All utility infrastructure improvements are incorporated as conditions of approval and subject to review and approval by the City Engineer and applicable service providers prior to issuance of building permits.

BE IT FURTHER RESOLVED that the City Council finds the following regarding the City’s remaining RHNA obligation, as required by Government Code Section 65863:
a. No Net Loss (Government Code Section 65863) The City finds that approval of the Project, which results in a change in the income-category distribution of units from what was previously credited in the Housing Element sites inventory for the Loop Site, does not create a net loss of residential unit capacity adequate to meet the City's remaining RHNA obligations, as required by Government Code Section 65863.

Facts in Support of Finding: As documented in the No Net Loss Memorandum prepared by Raimi + Associates (November 14, 2025), the City has identified additional sites sufficient to replace and exceed the previously anticipated unit counts. The underutilized NTC sites (Singh, APN 406 -160-002-1, and West Coast Drilling, APN 406 -160-006-2) together provide capacity for 277 very 258
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low-income units, directly addressing the remaining very low -income RHNA deficit. The pending projects at Bayfront ABCDJ (Ledcor) and Bayfront EH (CHW) provide an additional 285 units across income categories. The updated sites inventory results in a total surplus of 1,129 units beyond the City's remaining RHNA obligations (22 very low, 147 low, 94 moderate, and 866 above moderate). The identified sites have no known constraints that would prevent development during the Housing Element planning period and are consistent with the adopted Housing Element, as confirmed by the California Department of Housing and Community Development (HCD). Therefore, the City finds that the No Net Loss requirements of Government Code Section 65863 are satisfied.

BE IT FURTHER RESOLVED that the City Council finds and the Applicant agrees (as stated in the public hearing) with the necessity of and accepts all elements, requirements and conditions of the DRP #25 -04 , VTM #25-02, and PDP #25- 02 for the Emblem Hercules Apartment Project as being a reasonable manner of preserving, protecting, providing for, and fostering the health, safety and welfare of the citizenry in general and the persons who live in this development in particular.

BE IT FURTHER RESOLVED that if there is any conflict between the approved Project Development Plans and/or the conditions of approval incorporated h erein by reference, the Community Development Director shall reasonably resolve the issues based on the general intent discussed in the staff reports, environmental documents, and City policy.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23th day of June 2026, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

Chris Kelley, Mayor

ATTEST:

Eibleis Melendez, City Clerk
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13 November 2025
Tyler Wood
Quarterra
114 Sansome Street, Suite 225
San Francisco, CA 94104
[email protected]
Subject: Willow Apartments
Environmental Noise Study
Salter Project 24-0542
Dear Caroline:

We have conducted an environmental noise study for the project. The purpose of the study is to determine the noise environment at the project site, compare the measured data with applicable standards, and propose initial mitigation measures as necessary. This report summarizes the results of our study based on the 16 June 2025 site plan (see attached) and updates to the building design (e.g., room and window sizes).

PROJECT CRITERIA
California Building Code (Title 24)
Section 1206.4 of the California Building Code (CBC) requires that the indoor noise level in residential units of multi-family dwellings not exceed DNL1 45 dB.

City of Hercules
Zoning Ordinance Chapter 13-31.300.11 states2:
● Indoor noise levels for new housing units are not to exceed DNL 45 dB, which is in agreement with Title 24.

1 DNL (Day-Night Average Sound Level) – A descriptor for a 24-hour A-weighted average noise level. DNL accounts for the increased acoustical sensitivity of people to noise during the nighttime hours. DNL penalizes sound levels by 10 dB during the hours from 10 PM to 7 AM. DNL is sometimes written as Ldn. 2 https://www.codepublishing.com/CA/Hercules/#!/Hercules13/Hercules1331.html 265
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Environmental Noise Study

● Single-event noise (e.g., train passbys) should not exceed Lmax3 50 dB in bedrooms and 55 dB in other habitable rooms.
● Outdoor noise levels should not exceed DNL 60 dB for residential areas. DNL 65 dB might apply at the private balconies, at the City’s discretion.
● The outdoor noise goal is DNL 70 dB when the noise source is a railroad.

CALGreen
CALGreen Code Section 5.507.4 addresses acoustical issues for non-residential spaces. If a building is exposed to an exterior Leq(h)4 of 65 dB during any hour of operation, the building envelope must reduce the interior noise environment to Leq(h) of 50 dB in occupied areas. We have assumed this will apply at the clubhouse.

NOISE ENVIRONMENT
The project site is along Willow Avenue, east of Interstate 80 (I-80), south of State Route 4 (CA-4), and north of the Burlington Northern Santa Fe (BNSF) railway. The noise environment at the site is predominantly controlled by traffic on Willow Avenue, the freeways, and the railway.

To quantify the existing noise environment, we conducted three long-term noise measurements between 6 and 8 January 2025 (see Figure 1 for the measurement locations and measured noise levels). The noise monitors were at a height of 12 feet above grade, except for the on-site monitor, which was about 7-feet above grade.

A traffic analysis5 has been provided for this project. However, the study does not include future cumulative traffic predictions (only “with project” increases). Therefore, we have added 1 dB to our measured noise levels to account for future traffic increases6.

3 Lmax30 (Typical Maximum Sound Level) – There is no standardized metric to quantify “typical” maximum sound levels in an environment (instead of the absolute maximum sound level for a measurement period). The metric Lmax30 comes from a paper by Rob Greene (“Max Level Intrusive Noise Limit: 1982 National Conference on Environmental and Occupational Noise”). It is based on the logarithmic average of the noisiest 30 percent of single events (e.g., train passbys, aircraft flyovers).
4 Leq(h) – The equivalent steady-state A-weighted sound level that in an hour would contain the same acoustic energy as the time-varying sound level during that hour.
5 Traffic Study from Hexagon Transportation Consultants dated 7 October 2025. 6 The California Department of Transportation (DOT) assumes a traffic volume increase of three-percent per year, which corresponds to a 1 dB increase in DNL over a ten-year period. 266
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Environmental Noise Study

RECOMMENDATIONS
Interior Noise (Code)
Using the 10 April 2025 entitlement submittal drawings and the 16 June 2025 site plan, we calculated the window and exterior door STC7 ratings needed to meet the project criteria, as shown in Figure 2. For our calculations, we have assumed the following:
● All spaces will have hard-surfaced (non-carpeted) flooring ● Ceilings will be 9-feet high
● The exterior wall achieves minimum STC 45 (equivalent to 7/8-inch-thick stucco over wood sheathing) The recommended STC ratings are for full window and door assemblies (glass and frame) rather than just the glass itself. Tested sound-rated assemblies should be used. For reference, typical one-inch glazing assemblies (two 1/4-inch-thick panes with 1/2-inch airspace) typically achieve an STC rating of 32. STC ratings above 32 should include laminated glass. STC ratings above 38 might require an IGU greater than one-inch thick. This will vary depending on the window manufacturer.

Where windows need to be closed to achieve an indoor DNL of 45 dB, an alternative method of supplying fresh air (e.g., mechanical ventilation) should be considered. This applies to all locations. This issue should be discussed with the project mechanical engineer.

Interior Noise (Single-Event Noise)
To meet the single-event criteria, it will be necessary to provide upgraded exterior wall assemblies at the southern facades of Buildings 5 and 6. The exterior wall needs to achieve STC 55 (e.g. double-stud construction). With these upgrades, windows and exterior doors in these facades would need STC ratings up to STC 42, as shown in Figure 3.

Exterior Noise
The City has a DNL 60 dB goal for outdoor spaces. This applies at the clubhouse patio and dog park. It might be applied to private apartment balconies on a case-by-case basis (as determined by the City).

We expect noise levels at the clubhouse patio and the dog run to be up to DNL 73 dB. We recommend a sound wall on the west and south sides of the patio that blocks line-of-site to Interstate I-80 and the train line. A sound wall should also be considered at the north and west sides of the dog run. See Figure 4 for the location of the sound walls.

7 STC (Sound Transmission Class) – A single-number rating defined in ASTM E90 that quantifies the airborne sound insulating performance of a partition under laboratory conditions. Increasing STC ratings correspond to improved airborne sound insulation.
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Environmental Noise Study

We have estimated the noise level on the patio for different sound-wall heights. We have also calculated the average noise level on the patio during daytime hours (Leq(daytime)8). See Table 1 below for estimated noise levels on the patio with various wall heights.

Table 1: Noise Levels on Clubhouse Patio with Various Wall Heights Wall Height DNL Leq(daytime)
0 ft 73 dB 70 dB
6 ft 68 dB 65 dB
8 ft 67 dB 64 dB
10 ft 66 dB 63 dB
12 ft 64 dB 61 dB
We expect noise on private balconies to be between DNL 67 and 77 dB. However, due to the proximity to the freeway, mitigating the noise on all balconies below DNL 65 dB is not feasible without fully enclosing the balconies.
* * * This concludes our environmental noise study for the project. Please feel free to reach out with any questions.

Best,
SALTER

Zamar Bravo Tapia
Consultant
Eric Mori, PE
Executive Vice President

8 Leq(daytime) – Average sound level between the hours of 7am and 10pm. 268

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ST-1: DNL 70 dB, Leq(h) 69 dB
LT-1: DNL 76 dB, Leq(h) 73 dB
LT-3: DNL 74 dB, Leq(h) 71 dB
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Building 5
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= Sound Wall
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VESTING TENTATIVE MAP

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SEE ABOVE

SEE BELOW
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PUBLIC HEARINGS

AGENDA ITEMS

3. 26-154
Please see Supplemental Packet
Available on the City of Hercules website:
hercules.legistar.com
6/23/2026 Meeting Details.
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CONSENT CALENDAR

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111 Civic Drive
Hercules, CA 94547City of Hercules
Meeting Minutes
City Council
Mayor Chris Kelley
Vice Mayor Alex Walker-Griffin
Council Member Dilli Bhattarai
Council Member Tiffany Grimsley
Council Member Dion Bailey
Patrick Tang, Interim City Manager
Christie Crowl, City Attorney
Eibleis Melendez, City Clerk
6:30 PMTuesday, June 9, 2026
CLOSED SESSION - 6:30 PM REGULAR MEETING - 7:00 PM
In-Person in Council Chambers or Via Zoom:

Zoom ID: 882 3272 5214 Zoom Passcode: 216938
Zoom Phone Number: 1-669-900-6833
I. SPECIAL CLOSED SESSION – CALL TO ORDER - ROLL CALL - 6:30 PM

A. CONSIDER AND TAKE ACTION ON ANY REQUEST FROM A COUNCIL MEMBER TO

PARTICIPATE IN A MEETING REMOTELY DUE TO JUST CAUSE OR EMERGENCY CIRCUMSTANCES PURSUANT TO AB 2449
Vice Mayor Walker- Griffin was not present during roll call but did attend Closed Session.

Council Member Dilli Bhattarai, Council Member D. Bailey, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley

Present: 5 -
II. PUBLIC COMMUNICATION - CLOSED SESSION ITEMS
NONE
III. CONVENE INTO CLOSED SESSION
City Attorney, Christie Crowl, read the title of the item to be discussed in Closed Session. Staff and Council convened into Closed Session.

The Hercules City Council will meet in Closed Session regarding the following:

1. 26-142
CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION.

Significant exposure to litigation pursuant to Government Code section 54956.9(d)(2) (one case).

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IV. REGULAR MEETING – CONVENE TO OPEN SESSION - ROLL CALL - 7:00 P.M.

Mayor Kelley opened the meeting at 7:14 p.m.

Council Member Dilli Bhattarai, Council Member D. Bailey, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley

Present: 5 -
V. REPORT ON ACTION TAKEN IN CLOSED SESSION
City Attorney Crowl stated that no final or reportable action was taken in Closed Session.

VI. PLEDGE OF ALLEGIANCE
Pledge of Allegiance was lead by Council Member Bhattarai.

VII. MOMENT OF SILENCE
Mayor Kelley requested a Moment of Silence for long time resident, Carol White, who recently passed away.

VIII. INTRODUCTIONS/PRESENTATIONS/COMMISSION REPORTS

1. 26-143
Proclamation - Juneteenth 2026
ProclamationAttachments:

Mayor Kelley read the proclamation. The proclamation was accepted by Frank Grimsley III. Remarks were made by Mr. Grimsley III and Council Members. Photos were taken.

2. 26-144
Proclamation - Pride Month 2026
ProclamationAttachments:

Mayor Kelley read the proclamation. The proclamation was accepted by Brian Campbell-Miller. Remarks were made remarks by both Mr.

Campbell-Miller and Council Members. Photos were taken.

IX. AGENDA ADDITIONS/DELETIONS
NONE

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X. PUBLIC COMMUNICATIONS
Public Comment was made by Alison Peters, City of Hercules Library Manager and Catherine Dupont.

This time is reserved for members of the public to address issues not included in the agenda. In accordance with the Brown Act, Council will refer to staff any matters brought before them at this time, and those matters may be placed on a future agenda.

Individuals wishing to address the City Council are asked to complete a form indicating the name and address of the speaker and the general topic to be addressed. Speakers must make their comments from the podium and will be allowed 3 minutes to discuss their concerns. All public comments are recorded and become part of the public record. A limit of 30 minutes will be devoted to taking public comment at this point in the agenda. If any speakers remain at the conclusion of the initial 30 minute period, time will be reserved at the conclusion of the meeting to take the remaining comments.

XI. PUBLIC HEARINGS

1. 26-140
Public Hearing on Proposed Fiscal Year (FY) 2026-27 City of Hercules Budget Plan including the First Year of the Ten Year 2026-36 Capital Improvement Plan (CIP)
RECOMMENDATION:

Open the public hearing, receive the staff report, take public testimony, and continue the public hearing to June 23, 2026. The City Council is encouraged to discuss and provide policy directions to staff regarding the proposed FY 2026-27 Annual Budget.

Staff Report
Attach 1 - Proposed FY 26-27 Annual Budget
Attachments:

Mayor Kelley opened the Public Hearing. Interim City Manager, Patrick Tang, introduced the item. Finance Director, Edwin Gato, presented the Staff Report. No public comment. Council asked questions and made comments. Director Gato and Interim City Manager Tang provided a response. Council made some budget requests. Mayor Kelley continued the Public Hearing to June 23rd, 2026.

XII. CONSENT CALENDAR
Mayor Bailey left the City Council meeting at the end of the Public Hearing item at approximately 8:25pm.

Council Member Dilli Bhattarai, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley

Present: 4 -
Council Member D. BaileyAbsent: 1 -

1. 26-141
Meeting Minutes of the Regular Meeting of May 26, 2026
Meeting Minutes of the Regular Meeting on May 26, 2026Attachments:

Mayor Kelley pulled the May 26th Meeting Minutes from the Consent

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Calendar and requested that the word 'revised' be changed to 'clarify' in the motion for Public Hearing Item XI.1(Pg. 17). The minutes were also previously revised to include the names of people that submitted written public comment.

The council voted to revise the minutes with the updated wording on Pg. 17 and to approve the edits that were previously made by the City Clerk.

The Council voted to revise the minutes with the updated wording on Pg. 17 and to approve the edits that were previously made by the CIty Clerk. The motion carried by the following vote:

Aye: Council Member Dilli Bhattarai, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley
4 -

Absent: Council Member D. Bailey1 -
XIII. DISCUSSION AND/OR ACTION ITEMS

1. 26-137
November 3, 2026 General Municipal Election
RECOMMENDATION:

Staff recommends adoption of a Resolution Calling for the Holding of a General Municipal Election to be held on Tuesday, November 3, 2026 and the Specifications of the Election Order for the Election of Two (2) Members of the City Council for the Full Term of Four Years.

Staff Report - City Election
Attach 1 - Resolution
Attach 2 - Draft Election Notice
Attachments:

City Clerk, Eibleis Melendez, presented the Staff Report. A comment was made by Council. No public comment. Action was taken on this item.

MOTION: A motion was made by Vice Mayor Walker-Griffin, seconded by Council Member Bhattarai, to adopt this Resolution 26-030. The motion carried by the following vote:

Aye: Council Member Dilli Bhattarai, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley
4 -

Absent: Council Member D. Bailey1 -

2. 26-123
Military Equipment Use and Acquisition
RECOMMENDATION:

By minute order, (1) accept the annual military equipment report, (2) determine that the Police Department’s use of military equipment for the past year complied with the Department’s Policy 706 and the requirements of state law, and (3) renew Policy 706 and Ordinance No. 547 (Military Equipment) and confirm that both will remain in effect without change.

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Staff Report
Attach 1 - Military Equipment Policy 706
Attach 2 - Annual Military Equipment Report 2025
Attach 3 - AB 481
Attach 4 - Ord. 547- Military Equipment
Presentation
Attachments:

Interim City Manager Tang noted that Commander Chun Kim would be presenting the item in Chief Joseph Vasquez's absence. Commander Kim presented the Staff Report. Council asked questions and made comments.

Commander Kim provided a response. No public comment. Action was taken on this item.

MOTION: A motion was made by Council Member Bhattarai, seconded by Vice Mayor Walker-Griffin, to (1) accept the annual military equipment report, (2) determine that the Police Department’s use of military equipment for the past year complied with the Department’s Policy 706 and the requirements of state law, and (3) renew Policy 706 and Ordinance No. 547 (Military Equipment) and confirm that both will remain in effect without change. The motion carried by the following vote:

Aye: Council Member Dilli Bhattarai, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley
4 -

Absent: Council Member D. Bailey1 -

3. 26-138
Amend the City Council Rules of Procedure to Govern Audiovisual Disruptions Pursuant to SB 707
RECOMMENDATION:

Adopt a resolution amending the City Council Rules of Procedure to establish a policy governing a City Council response to a disruption to a two-way audiovisual service used for City Council meetings.

Staff Report
Attach 1 - Resolution
Attach 2 - City Council Rules of Procedure with proposed amendments
Attachments:

Interim City Manager Tang introduced the item. Attorney City Crowl presented the Staff Report. Council asked questions. City Attorney Crowl provided a response. No public comment. Action was taken on this item.

MOTION: A motion was made by Vice Mayor Walker-Griffin, seconded by Council Member Grimsley, to adopt Resolution 26-031. The motion carried by the following vote:

Aye: Council Member Dilli Bhattarai, Mayor C. Kelley, Vice Mayor A. Walker-Griffin, and Council Member T. Grimsley
4 -

Absent: Council Member D. Bailey1 -

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XIV. PUBLIC COMMUNICATIONS
NONE
This time is reserved for members of the public who were unavailable to attend the Public Communications period during Section X of the meeting, or were unable to speak due to lack of time. The public speaker requirements specified in Section X of this Agenda apply to this Section.

XV. CITY COUNCIL/CITY MANAGER/CITY ATTORNEY ANNOUNCEMENTS,

COMMITTEE, SUB-COMMITTEE AND INTERGOVERNMENTAL COMMITTEE REPORTS

AND FUTURE AGENDA ITEMS
This is the time for brief announcements on issues of interest to the community. In accordance with the provisions of the Brown Act, matters which do not appear on this agenda but require City Council discussion may be either (a) referred to staff or other resources for factual information or (b) placed on a future meeting agenda.

1. Regional Committee
a. Contra Costa Mayors Conference
b. Hercules/ Pinole - WasteWater Management
c. League of Cities
d. Water Emerg. Transportation Authority
e. WCCIWMA
f. WCCTAC
g. West Co. Mayors & Supervisors Assoc. Meeting
h. WestCat
I. MCE
j. CCTA
k. East Bay Wildfire Coalition of Governments

2. City Council Committees and Subcommittees
a. Econ. Dev. Subcommittee
b. Traffic and Public Safety Committee
c. East Bay Economic Development Alliance

3. Commission Liaisons
a. Community & Library Services Commission
b. Finance Commission
c. Planning Commisison
Interim City Manager Tang, promoted upcoming city events and meetings.

He also provided an update on certain city projects. Parks and Recreation Director, Christopher Roke, shared departmental project and event updates. City Attorney Crowl had no announcements.

1. Regional Committee

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No reports were provided

2. City Council Committees and Subcommittees
No reports were provided

3. Commission Liaisons
No reports were provided
Council also reported out on events they attend within the city and county, which included the Cultural Festival.

There were no future agenda item requests from Council.

XVI. ADJOURNMENT
Mayor Kelley adjourned the meeting at 9:07pm.
_________________________________
Chris Kelley, Mayor
Attest:
_______________________________
Eibleis Melendez, City Clerk

282

CONSENT CALENDAR

AGENDA ITEMS

2. 26-126
283

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council
VIA: Patrick Tang, Interim City Manager
SUBMITTED BY: Chris Morris, Acting Public Works Director SUBJECT: Award of a Maintenance Contract to Chrisp Company for the 2026 Restriping Contract

RECOMMENDATION ACTION:

Adopt a resolution authorizing the City Manager to execute a maintenance contract with Chrisp Company in the amount of $ 340,887.65 for the 2026 Restriping Contract and authorizing an additional expenditure of up to $34,088.77 for a 10% contingency on said maintenance contract, for a total not to exceed contract amount of $374,976.42.

BACKGROUND:

The City maintains pavement striping throughout areas of the City on a rotating basis.

The most recent restriping work was completed in Victoria by the Bay in 2021 and the Promenade and Birds and Gems neighborhoods in 2022. The Redwood and Lupine Road neighborhoods are next in the planned maintenance rotation. Portions of Hercules by the Bay neighborhood were excluded from the current restriping program since it is scheduled for pavement rehabilitation in fiscal year (FY) 2029-2030, however select areas will be addressed. Additional restriping was added to this package based on requests received in Hercules Connect and other identified priorities. Remaining areas to be restriped include portions of upper Refugio Valley Rd. and Coronado neighborhood s (to be completed by 2027) and the Foxboro, Bayside, and Victoria East neighborhoods (to be completed by 2028). A map summarizing the general areas for restriping and approximate schedule for completing the work can be found in Attachment 2.

The 2026 Restriping Contract RFP was posted to the BPX Planroom , on the City’s website, and in 5 regional plan rooms on April 2, 2026 . A total of 3 proposals were received at the proposal submittal deadline of 5 pm on Thursday, April 30, 2026. Upon 284
opening and reviewing the 3 proposals received, Chrisp Company was selected for this work on the basis of best value. Chrisp Company is based in Fremont and has 47 years of pavement striping experience.

Bidder's Name Base Bid Additive
Alternate Bid
Item
Total Base
Bid +
Additive
Alternate
1 Chrisp Company $332,272.65 $8,615.00 $ 340,887.65
2 Central Striping Services, Inc. $332,129.00 $32,630.00 $ 364,759.00 3 Tri-Valley Striping LLC $435,000.00 $30,000.00 $ 465,000.00

The contract amount of $340,887.65 includes the Base Bid and Additive Bid Item #1 – Tsushima Street and Central Street. A 10% contingency is recommended to account for unforeseen conditions or appropriate and authorized contract adjustments. The engineers estimate for this work, Base Bid and Additive Bid Item #1, is $301,173.50.

The project consists of restriping work primarily along the streets peripheral to Redwood and Lupine Roads, in portions of Hercules by the Bay Neighborhood, including crosswalks on Sycamore Avenue between Creekside and Refugio Valley Rd., with other locations throughout the City. The work will maintain and refresh existing striping , including centerlines, median lines, limit lines, crosswalks, red curb, and parking stalls.

Existing striping in good condition will not be re -striped. The work is anticipated to take approximately five months. Following the award of the maintenance contract, staff will meet with the contractor to confirm the schedule.

ANALYSIS:

The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301, Existing Facilities, which consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.

FISCAL IMPACT:

The funding for this project is allocated within the Annual Street Repair component of the FY 2025-26 Capital Improvement Plan . The proposed budget for the 2026 Restriping Contract is outlined as follows:

Funding Sources:

Measure J $100,000.00
SB1 RMRA $195,477.00
General Fund $79,500.00
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Total Revenue $374,977.00
Expenditures accounts:

Construction Contract $340,887.65
10% Contingency $34,088.77
Total Expenditures $374,976.42
There are adequate funds available to cover the expenses associated with this contract, as detailed in the adopted FY 2025-26 Budget.

ATTACHMENTS:

1. Resolution

2. Citywide Restriping – Location Map

Financial Impact
Description: Expenditure amount not to exceed $374,977
Funding Source:

Measure J Fund No. 263 $100,000
SB1 RMRA Fund No. 268 $195,477
General Fund Fund No. 100 $79,500
Budget Recap:

Total Estimated cost: $374,976 New Revenue: $
Amount Budgeted: $374,977 Lost Revenue: $
New funding required: $0 New Personnel: $
Council Policy Change: Yes No

286

HERCULES CITY COUNCIL
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES

AUTHORIZING THE CITY MANAGER TO EXECUTE A MAINTENANCE CONTRACT WITH CHRISP COMPANY IN THE AMOUNT OF $34 0,887.65 FOR THE 2026

CITYWIDE RESTRIPING PROJECT AND AUTHORIZING AN ADDITIONA L EXPENDITURE OF UP TO $34,088.77 FOR A 10 % CONTINGENCY ON SAI D

MAINTENANCE CONTRACT, FOR A TOT AL NOT TO EXCEED AMO UNT OF $374,976.42.

WHEREAS, in an effort to enhance public safety and maintain City infrastructure assets, the City’s F iscal Year 2025 -26 Capital Improvement Program includes an Annual Street Repair Project which addresses, among other things, pavement restriping maintenance; and

WHEREAS, the 2026 Restriping Maintenance Contract was posted to the BPX Planroom, on the City’s website, and in 5 regional plan rooms; and

WHEREAS, a total of 3 proposals were received at the proposal submittal deadline of 5 pm on April 2, 2026; and

WHEREAS, Chrisp Company , Inc. was selected for this work on the basis of best value in the amou nt of $340,887.65, which includes the Base Bid and Additive Bid Item #1 – Tsushima Street and Central Street; and

WHEREAS, there is sufficient funding in the Adopted FY 2025 -26 Budget to fully fund the construction contract; and

WHEREAS, this Citywide Restriping Project involves restriping on existing City - owned roadways and does not authorize new construction and is therefore exempt from review under the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guideline section 15301 (existing faci lities) and pursuant to CEQA Guidelines section 15061(b)(3) because it can be seen with certainty that such replacement will not have a direct or indirect impact on the environment.

NOW, THEREFORE, BE IT RESOLVED by the City Co uncil of the City of Hercules as follows:

1. The City Council hereby authorizes the City Manager to execute a Maintenance C ontract with Chrisp Company, Inc. to provide pavement restriping services.

2. The City Council authorizes the appropriation and/or expenditure of an amount not to exceed $340,887.65.
287

3. The City Council authorizes an additional expenditure of up to $34,088.77 for a 10% contingency on said Maintenance Contract , the total expenditure shall not exceed $374,976,42.

4. Funding shall be provided from the following accounts:
a. An am ount not to exceed $100,000 from Measure J Fund No. 263, Account no. 263-5432-642.05-20.
b. An amount not to exceed $195,477 from SB1 RMRA Fund No. 26 8, Account no. 268-5432-642.05-20.
c. An amount not to exceed $75,900 from General Fund Fund No. 100, Account no. 300-5432-642.05-00.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23rd day of June, 20 26 by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

____________________________
Chris Kelley, Mayor

ATTEST:

________________________________
Eibleis Melendez, City Clerk
288
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CONSENT CALENDAR

AGENDA ITEMS

3. 26-164
290

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026

TO: Mayor and Members of the City Council

VIA: Patrick Tang, Interim City Manager

SUBMITTED BY: Kristi Carter, Human Resources Manager

SUBJECT: Appointment of Interim Public Works Director/City Engineer and Approval of Employment Agreement Pursuant to Government Code Section 21221(h)

RECOMMENDED ACTION:

Adopt a Resolution approving the Employment Agreement for the Interim Public Works Director/City Engineer and authorizing the Interim City Manager to execute the Employment Agreement on behalf of the City of Hercules.

BACKGROUND:

The position of Public Works Director/City Engineer is currently vacant. The City has initiated recruitment efforts to fill the position on a permanent basis; however, it is necessary to appoint an Interim Public Works Director/City Engineer to ensure continuity of operations, l eadership, and oversight of the City’s Public Works Department and engineering functions during the recruitment process.

Pursuant to Government Code section 21221(h), a CalPERS -contracted public agency may appoint a CalPERS retiree to an interim appointme nt that has been authorized by the governing body during the recruitment for a permanent appointment. Consistent with this authority, staff recommends the appointment of Michael Roberts as Interim Public Works Director/City Engineer.

Michael Roberts is a former employee of the City of Hercules and previously served as Public Works Director/City Engineer. Based on his extensive knowledge of the City's operations, ongoing projects, infrastructure needs, and departmental functions, staff believes he possesses the experience and specialized skills necessary to perform the duties of the position on an interim basis while the City conducts its recruitment for a permanent Public Works Director/City Engineer.

291
The attached Employment Agreement provides for Michael Roberts to serve as Interim Public Works Director/City Engineer effective June 24, 2026, and continuing until the earlier of: (1) the date immediately preceding the commencement of employment of a permanent Public Works Director/City Engineer; (2) the expiration of the term specified in the agreement; or (3) termination by either party in accordance with the terms of the Employment Agreement.

FISCAL IMPACT:

Compensation for the Interim Public Works Director/City Engineer is provided in the proposed Emplo yment Agreement attached to this report. The appointment is not expected to result in a significant fiscal impact beyond the budgeted costs associated with the Public Works Director/City Engineer position, as the compensation will be funded through existing appropriations for the vacant position.

ATTACHMENTS:

1. Resolution

2. Draft Employment Agreement for Interim Public Works Director/City Engineer 292

HERCULES CITY COUNCIL
RESOLUTION 2026-XX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES APPROVING

AN EMPLOYMENT AGREEMENT FOR AN INTERIM PUBLIC WORKS

DIRECTOR/CITY ENGINEER AND AUTHORIZING THE INTERIM CITY MANAGER TO

EXECUTE THE AGREEMENT

WHEREAS, the position of Public Works Director/City Engineer is currently vacant, and the City is actively recruiting to fill the position on a permanent basis; and

WHEREAS, in order to ensure continuity of leadership, operations, engineering oversight, and administration of the Public Works Department during the recruitment process, the City desires to appoint an Interim Public Works Director/City Engineer; and

WHEREAS, pursuant to Go vernment Code section 21221(h), a CalPERS - contracted public agency may appoint a retired annuitant to an interim appointment during the recruitment for a permanent appointment when such appointment is authorized by the governing body; and

WHEREAS, the City Council has determined that Michael Roberts possesses the qualifications, credentials, institutional knowledge, and experience necessary to successfully serve as Interim Public Works Director/City Engineer; and

WHEREAS, Michael Roberts previously serv ed the City of Hercules as Public Works Director/City Engineer and has agreed to serve in an interim capacity in accordance with the terms and conditions contained in the Employment Agreement; and

WHEREAS, the City Council has authorized staff to negotiate an Employment Agreement with Michael Roberts to serve as Interim Public Works Director/City Engineer for a period not to exceed one (1) year, or until a permanent appointment is made, whichever occurs first.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hercules that Michael Roberts is hereby appointed effective June 24, 2026, as Interim Public Works Director/City Engineer in accordance with the terms and conditions of the Employment Agreement.

BE IT FURTHER RESOLVED that the City Council finds that the appointment of Michael Roberts is necessary to fill a critically needed position during the recruitment for a permanent Public Works Director/City Engineer and is authorized pursuant to Government Code section 21221(h).

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BE IT FURTHER RESOLVED that the Employment Agreement for Interim Public Works Director/City Engineer is hereby approved, and the Interim City Manager is authorized to execute said Employment Agreement on behalf of the City of Hercules.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23rd day of June 2026, by the following vote of the Council:

AYES:

NOES:

ABSENT:

ABSTAIN:

___________________________
Chris Kelley, Mayor
ATTEST:

Eibleis Melendez, City Clerk

294

1 AGREEMENT OF EMPLOYMENT BETWEEN

THE CITY OF HERCULES AND MICHAEL ROBERTS

This Agreement of Employment (“Agreement”) is entered into effective on the 24th day of June, 2026 (the “Effective Date ”), by and between the City of Hercules, a California municipal corporation, and the City of Hercules as Successor to the Redevelopment Agency, hereinafter collectively referred to as the “City,” and Michael Roberts, hereinafter referred to as the “Interim Public Works Director/City Engineer,” and collectively the “Parties.”

RECITALS

WHEREAS, the City desires to appoint an Interim Public Works Director/City Engineer to serve on a limited term basis, as it conducts a recruitment for a permanent Public Works Director/City Engineer; and

WHEREAS, pursuant to Government Code sections 7522.56(c) and 21221(h), the City finds that specialized knowledge, skills, and training are necessary to render the services necessary to do the work contemplated under this Agreement; and

WHEREAS, the City has determined that Michael Roberts, a California Public Employees’ Retirement System (CalPERS) retiree, is qualified by his training and experience to render such services; and

WHEREAS, Michael Roberts desires to provide such services; and

WHEREAS, the public interest will be served by this Agreement.

NOW, THEREFORE, the Parties hereto do mutually agree as follows:

Section 1. Duties

The City agrees to employ Michael Roberts to serve as Interim Public Works Director/City Engineer of the City of Hercules and to perform the functions and duties of the Public Works Director/City Engineer as prescribed by the City of Hercules Municipal Code, applicable resolutions, policies, and administrative regulations, as they may be amended from time to time.

The Interim Public Works Director/City Engineer shall also perform such other legally permissible and appropriate duties as may be assigned by the Interim City Manager. The Interim Public Works Director/City Engineer agrees that, to the best of his ability and experience, he will faithfully and conscientiously perform all duties and obligations required by this Agreement and the position.

Section 2. Term

Subject to earlier termination as provided for in this Agreement, the Interim Public Works Director/City Engineer shall be appointed by the City to perform the duties described in Section 1 above for a period commencing on June 24, 2026, and continuing until the earliest of: (1) the appointment of a permanent Public Works Director/City Engineer; (2) termination of this Agreement pursuant to Section 4; or (3) one year from the Effective Date.

295

2 Section 3. At-Will

During the term of this Agreement, Interim Public Works Director/City Engin eer understands and acknowledges that he is an at -will employee of the City and therefore may be terminated by the City without cause in accordance with the termination provision set forth in Section 4 below.

Section 4. Termination

Termination By City. The City may terminate this Agreement at any time, with or without cause, upon 14 days' written notice to the Interim Public Works Director/City Engineer.

A. Termination By Interim Public Works Director/City Engineer or Expiration of Term.

Nothing in this Agreement shall prevent, limit, or otherwise interfere with the right of the Interim Public Works Director/City Engineer to resign at any time from his position, provided however, he shall endeavor to give at least 14 days’ prior written notice to the City.

B. In no event shall Interim Public Works Director/City Engineer continue to perform services for the City under this Agreement beyond the Agreement’s expiration, as set out in Section 2 above.

Section 5. Salary

The City agrees to pay the Interim Public Works Director/City Engineer for services rendered at an hourly rate of $126.1683 per hour. Compensation shall be paid in installments at the same time as other employees of the City are paid. The Interim Public Wo rks Director/City Engineer is expected to work approximately thirty -eight (38) hours per week, subject to operational needs and the limitations applicable to retired annuitants under the California Public Employees' Retirement System.

Consistent with Government Code sections 21221(h) and 7522.56(d), this hourly rate is not less than the minimum nor greater than the maximum monthly base salary paid to other employees performing comparable duties as listed on the City's publicly available salary schedule fo r the Public Works Director/City Engineer classification, divided by 173.333.

Section 6. Sick Leave, Holidays and Vacation; Public Employees Retirement System

The Interim Public Works Director/City Engineer acknowledges and agrees that during the term of this Agreement, he will not accrue nor be entitled to vacation, sick, or administrative leave.

Nor shall he accrue retirement, pension system contributions or health care benefits, including coverage under t he California Public Employee Retirement System, or other fringe benefits provided to City employees. The Interim Public Works Director/City Engineer recognizes that Government Code section 21221(h) provides that a retired person appointed to a vacant position pursuant to that subdivision may not receive any benefits, incentives, compensation in lieu of benefits, or any other forms of compensation in addition to the hourly rate.

Section 7. Business Expenses

The City agrees to budget and allocate sufficie nt funds to pay for City -related business expenses of the Interim Public Works Director/City Engineer . This shall include, but not necessarily be limited to, Interim Public Works Director/City Engineer’s necessary travel expenses 296

3 while representing the City for such official meetings and/or travel as are reasonably necessary for the Interim Public Works Director/City Engineer to carry out his professional responsibilities.

Section 8. Indemnification

Except as set forth in Paragraphs 13 and 14 below, the City shall defend, hold harmless and indemnify the Interim Public Works Director/City Engineer against any tort, professional liability claim or demand or other legal action, whether groundless or otherwise, arising out of an alleged act or omission occurring during the course and scope of the performance of the Interim Public Works Director/City Engineer’s duties.

Section 9. Bonding

The City shall bear the full cost of any fidelity or other bonds required of the Interim Public Works Director/City Engineer under any law or ordinance.

Section 10. Abuse of Office

If the City provides (i) paid leave salary to the Interim Public Works Director/City Engineer pending an investigation, or (ii) funds for the legal criminal defense of the Interim Public Works Director/City Engineer , then in the event the Interim Public Works Director/City Engineer is convicted of a crime involving an abuse of his office or position as defined in California Government Code Section 53243.4, all such sums paid by the City to the I nterim Public Works Director/City Engineer or for the Public Works Director/City Engineer ’s benefit shall be fully reimbursed to the City by the Interim Public Works Director/City Engineer.

Section 11. Certification Regarding Prior Unemployment Benefits

In accordance with Government Code section 7522.56(e)(1), the Interim Public Works Director/City Engineer certifies and warrants to the City that he has not received any unemployment insurance payments for retired annuitant work for any public employer wi thin the twelve months prior to his appointment date under this Agreement.

Section 12. Adequate Retirement Period

In accordance with Government Code section 75 22.56(f), the Interim Public Works Director/City Engineer warrants to City that a period of 180 days or more has passed since the date of his most recent retirement with CalPERS.

Section 13. Effect of Agreement on CalPERS Retirement Benefits

The City makes no representation on the impact, if any, this Agreement shall or may have upon the Interim Public Works Director/City Engineer CalPERS retirement benefits, status, duties and/or obligations. The Interim Public Works Director/City Engineer acknowledges that in entering into this Agreement, he has not relied upon any such representations in assessing the CalPERS-related impact of his employment. Therefore, the Interim Public Works Director/City Engineer releases the City from any and all CalPERS -related claims or liabilities that may arise in connection with his employment pursuant to this Agreement.

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4 Section 14. Work Restrictions

Due to his status as a CalPERS retiree, the Interim Public Works Director/City Engineer may not work more than 960 hours for all public agencies contracting with CalPERS within the fiscal year(s) occurring during the term of this Agreement without impacting his retirement benefits and having to be reinstated in CalPERS as an active employee. Accordingly, under no circumstances may the Interim Public Works Director/City Engineer work more than 960 hours during any fiscal year, defined as the period beginning July 1st and ending June 30th of each year, including any service to other CalPERS employers. The Interim Public Works Director/City Engineer shall keep accurate time records of his hours worked to ensure that he does not exceed 960 hours within any fiscal year that occurs during the term of this Agreement and for payroll purposes. The Interim Public Works Director/City Engineer further represents that he will not perform work for any other public agency member of CalPERS during the term of this Agreement.

If a controversy arises between the Interim Public Works Director/City Engineer and CalPERS regarding the impact of this Agreement and the se rvices provided for herein on the nature of CalPERS retirement terms or benefits, the City shall have no obligation to intervene in or to defend or prosecute such dispute.

Section 15. Other Terms and Conditions of Employment

The City Council, in consult ation with the Interim Public Works Director/City Engineer , shall fix any such other terms and conditions of employment as it may determine from time to time, relating to the performance of the Interim Public Works Director/City Engineer , provided such ter ms and conditions are not inconsistent with or in conflict with the provisions of this Agreement, City ordinances, or any other law.

Section 16. No Reduction of Salary

The City shall not, at any time during the term of this Agreement, unilaterally reduc e the salary of the Interim Public Works Director/City Engineer.

Section 17. Notices

Notices pursuant to Agreement shall be given by deposit in the custody of the United Stated Postal Service, postage prepaid. Alternatively, notices required pursuant to this Agreement may be personally served in the same manner as is applicable to civil judicial practice, or as the Parties may agree in writing. Notice shall be deemed given as of the date of personal service or as of the date of deposit of such written notice in the course of transmission in the United States Postal Service.

Section 18. Mediation

The Parties agree that, if a dispute arises between them that in any way relates to this Agreement, the terms of this Agreement, or the performance by either party under this Agreement, such dispute shall, after the claims procedures that may be applicable under the California Government Tort Claims Act are exhausted, be submitted to mediation. If such dispute proceeds to litigation, each party shall be responsible for their own attorney fees, costs and expenses. The exclusive venue for any legal action taken pursuant to this Agreement shall be the State of California Superior Court for the County of Contra Costa or the United States District Court for the Northern District of California.

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5 Section 19. Entire Agreement; Modifications

This Agreement constitutes the complete agreement between the Parties and supersedes any and all other agreements, either oral or in writi ng, between the Parties with respect to the subject matter of this Agreement. No other agreement, statement or promise relating to the subject matter of this Agreement not contained in this Agreement shall be valid or binding. This Agreement may be modified or amended only by a written document signed by representatives of both Parties with appropriate authorization.

This Agreement is executed by the Parties as of the date noted below and effective as of the Effective Date set forth above.

Approved as to Form:

By: __________________________________ Date: _______________ Christie Crowl, City Attorney

CITY OF HERCULES

By: __________________________________ Date: _______________ Patrick Tang, Interim City Manager

INTERIM PUBLIC WORKS DIRECTOR/CITY ENGINEER

By: __________________________________ Date: _______________ Michael Roberts
299

CONSENT CALENDAR

AGENDA ITEMS

4. 26-156
300

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council
VIA: Patrick Tang, Interim City Manager
SUBMITTED BY: Chris Morris, Acting Public Works Director SUBJECT: Acceptance of the Bay Trail Soil Nail Wall Sinkhole Repair Project RECOMMENDED ACTION:

Adopt a resolution accepting the Bay Trail Soil Nail Wall Sinkhole Repair Project contract with E.E. Gilbert Construction , Inc. as complete for a total amount of $ 92,456.60 and authorize the filing of the Notice of Completion with the Contra Costa County Recorder’s Office.

BACKGROUND:

The Bay Trail Soil Nail Wall Sinkhole Repair Project (Project) was awarded at the September 9, 2025, City Council meeting to E.E. Gilbert Construction, Inc. (E.E. Gilbert) for the low bid amount of $77,505.60 with provisions for a 10 percent contingency of up to $7,751.00 for a total authorized expenditure amount of $85,256.60. Commencement of work was postponed over the winter to avoid saturated conditions and Notice to Proceed was issued to E.E. Gilbert on April 13, 2026 . The primary scope of work consisted of mobilization, erosion control, grading work, removal and installation of concrete valley gutter/trench and installation of flowable fill material.

ANALYSIS:

E.E. Gilbert commenced work on the Project on April 13, 2026 and completed all work on May 22, 2026. Two change orders were issued on the project. An additive change order was issued for $3,186.00 for a third lift of flowable fill not foreseen as necessary in the original contract documents. A second change order for $11,765.00 was issued to fill a second sinkhole cavity discovered approximately 200 feet to the north of the project site. 301
Although the second change order exceeded the contingency allowance, the additional work was deemed necessary to prevent expansion of the second sinkhole cavity and potential further damage to the soil nail wall.

E.E. Gilbert has completed all work on the Project in accordance with the plans , specifications and change order s and to the satisfaction of the City Engine er. The final cost to complete the project was $92,456.60 (19.3% more than the original Contract Price).

It is recommended the Bay Trail Soil Nail Wall Sinkhole Repair Project be accepted at this time so the Notice of Completion can be filed with the Contra Costa County Recorder’s Office to allow final payment to be made to the contractor.

FISCAL IMPACT:

This Project was identified in the 2025 Capital Improvement Program and was included in the adopted FY 25 -26 Budget. Funding for this project has been allocated from the General Fund/Capital Reserves, SB1 RMRA and Solid Waste funds.

ATTACHMENTS:

Attach 1- Resolution
Attach 2- Notice of Completion
Attach 3- Project Location Map
302

HERCULES CITY COUNCIL
RESOLUTION NO. 26-_____

RESOLUTION ACCEPTING THE BAY TRAIL SOIL NAIL WALL SINKHOLE REPAIR PROJECT CONTRACT WITH E.E. GILBERT CONSTRUCTION, INC. AS COMPLETE FOR A TOTAL AMOUNT OF $ 92,456.60 AND AUTHORIZING THE FILING OF THE NOTICE OF COMPLETION WITH THE CONTRA COS TA COUNTY RECORDER’S OFFICE

WHEREAS, the Bay Trail Soil Nail Wall Sinkhole Repair Project contract was awarded to E.E. Gilbert Construction, Inc. (Contractor) for the low bid amount of $ 77,505.60 with a 10% contingency of up to $7,751.00 at the September 9, 2025 Council meeting; and

WHEREAS, Contractor began the work on April 13, 2026; and

WHEREAS, the project was completed for $92,456.60, which included two change orders that increased the original contract price by $3,186.00 and $11,765.00, respectively; and

WHEREAS, the project has been completed in accordance with the approved plans , specifications and change orders to the satisfaction of the City Engineer; and

WHEREAS, the Notice of Completion must be filed with the Contra Costa Recorder’s Office to allow final payment to be made to the Contractor.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hercules that the City Council hereby accepts the Bay Trail Soil Nail Wall Sinkhole Repair Project contract with E.E. Gilbert Construction, Inc. as complete for a total amount of $92,456.60 and authorizes the filing of the Notice of Completion , attached hereto with the Contra Costa County Recorder’s Office.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23rd day of June, 2026 by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

___________________________
Chris Kelley, Mayor
ATTEST:

Eibleis Melendez, City Clerk
303

Bay Trail Soil Nail Wall Sinkhole Repair Project 2026 Form NOTICE OF COMPLETION PR2503
Recording Requested By:

City of Hercules

When Recorded Mail To:

City Clerk
City of Hercules
111 Civic Drive
Hercules, CA 94547

EXEMPT FROM RECORDING FEES PER
GOVERNMENT CODE § 27383

SPACE ABOVE THIS LINE IS FOR RECORDER’S USE

NOTICE OF COMPLETION
Civil Code §§ 9204 and 9208

NOTICE IS HEREBY GIVEN THAT:

1. The undersigned is the agent of the owner of the Project described below.

2. Owner’s full name is __CITY OF HERCULES ___________________________ (“City”)

3. City’s address is _111 CIVIC DRIVE, HERCULES, CA 94547 ___________________

4. The nature of City’s interest in the Project is:

X Fee Ownership __ Lessee __ Other:___________ _______

5. Construction work on the Project performed on City’s behalf is generally described as follows: Bay Trail Soil Nail Wall Sinkhole Repair Project _______________________________

6. The name of the original Contractor for the Project is: E.E. Gilbert Construction, Inc. located at 155 Howe Road, Martinez, CA 94553_________________________________ _

7. The Project was accepted as complete on: May 22, 2026_ _

8. The Project is located at:225 Linus Pauling Dr., Hercules, CA 94547 __

Verification: In signing this document, I, the undersigned, declare under penalty of perjury under the laws of the State of California that I have read this notice, and I know and und erstand the contents of this notice, and that the facts stated in this notice are true and correct.

__________________________ ______________________ __________ Date and Place Signature

CHRIS MORRIS

INTERIM PUBLIC WORKS DIRECTOR
Name and Title

EXEMPT FROM NOTARY ACKNOWLEDGMENT REQUIREMENTS PER
GOVERNMENT CODE § 27287 AND CIVIL CODE § 9208

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LOCATION MAP

VICINITY MAP

305

CONSENT CALENDAR

AGENDA ITEMS

5. 26-157
306

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council
VIA: Patrick Tang, Interim City Manager
SUBMITTED BY: Chris Morris, Acting Public Works Director SUBJECT: Annual Fiber Optic Broadband Report
RECOMMENDED ACTION:

Receive report.

BACKGROUND:

The City Council has recognized the importance of providing high speed broadband access to local residents and businesses. New developments provide an opportunity to install fiber to the premises (“FTTP”) during initial construction. Consistent with Council policy, staff has looked for opportunities for advanced broadband infrastructure to be included in development plans and approvals to allow for cost effective build-out of fiber infrastructure. High speed data transmission capabilities are believed to be an important consideration for prospective tenants who need or desire high speed data capacity for business or personal needs.

ANALYSIS:

Staff remains vigilant for cost effective opportunities to build a future fiber backbone. Such opportunities could occur during street excavation projects involving repair, replacement, or installation of underground utilities including water, sewer, gas and electricit y infrastructure. As noted in the Fiscal Impact section below, $50,000 for joint trench fiber optic infrastructure is available at the City Manager’s discretion to ensure the City can be responsive as opportunities occur in the future. As part of this proc ess, Council will be updated any time conduit or other fiber infrastructure is installed. 307

FISCAL IMPACT:

As directed by the Council during their meeting on July 26, 2016, $50,000 has been allocated from the Capital Projects Fund for the installation of fiber optic broadband infrastructure within the City ’s rights-of-way whenever cost-effective opportunities arise.

So far, attempts to take advantage of opportunities, such as joint trench installation s or utility borings in streets have not been successful and the $50,000 remains available.

ATTACHMENTS:

None
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CONSENT CALENDAR

AGENDA ITEMS

6. 26-158
309

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026

TO: Mayor and Members of the City Council

VIA: Patrick Tang, Interim City Manager

SUBMITTED BY: Chris Morris, Acting Public Works Director

SUBJECT: Adoption of a List of Projects for Fiscal Year 2026-27 funded by SB 1: The Road Repair and Accountability Act of 2017

RECOMMENDED ACTION:

Adopt a resolution approving a list of projects for Fiscal Year 2026-27 funded by SB 1:
the Road Repair and Accountability Act of 2017.

BACKGROUND:

Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017, was passed by the Legislature and signed into law by the Governor in April 2017 to address transportation funding shortfalls statewide.

SB 1 includes accountability and transparency provisions to ensure interested residents are aware of the projects proposed for funding in Hercules. Specifically, the City is required under the Act to approve a list of all projects proposed to receive funding from the Road Maintenance and Rehabilitation Account (RMRA) created by SB 1. In addition to the project name, the project list must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement.
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ANALYSIS:

The City’s SB1 list consists of projects in the Capital Improvement Program (CIP) for FY 2026-27 that meet the eligibility criteria for SB1 funds. The list includes maintenance, active transportation, and safety projects.

The following proposed project will be funded in part or solely by Fiscal Year 2026-27 Road Maintenance and Rehabilitation Account funds:

Project Title: Foxboro Pavement Rehabilitation Project
Project Description: Base failure repair, grind, asphalt overlay, striping, ramp replacements.

Project Locations: Foxboro Neighborhood
Estimated Project Schedule: January 2026 through June 2029 (in phases) Estimated Project Useful Life: 20 years

FISCAL IMPACT:

The City is expected to receive approximately $735,835 in funding from the Road Maintenance and Rehabilitation Account for Fiscal Year 2026-27. This account was created by Senate Bill 1 (SB1) and is generated from fuel taxes and vehicle fees. This funding is essential for preserving and enhancing our road infrastructure.

ENVIRONMENTAL REVIEW:

The approval of the SB 1 project list is exempt from the California Environmental Quality Act (CEQA) because it is not a “project” under Section 15378(b)(5) of CEQA Guidelines.

The action involves an organizational or administrative activity of government that will not result in the direct or indirect physical change in the environment. Any project that is later considered for any discretionary approval will undergo CEQA review at that time.

ATTACHMENTS:

Attach 1 - Resolution
311
RESOLUTION NO. _

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES APPROVING A LIST OF PROJECTS FOR FISCAL YEAR 2026-27 FUNDED BY SB 1: THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017

WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and

WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and

WHEREAS, the City must approve by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA) created by SB 1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and

WHEREAS, the City of Hercules, will receive an estimated $735,835 in RMRA funding in Fiscal Year 20265-27 from SB 1; and

WHEREAS, this is the tenth year in which the City is receiving SB 1 funding to continue essential road maintenance and rehabilitation projects, safety improvements, repairing and replacing aging bridges, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB 1; and

WHEREAS, the City has undergone a robust public process to ensure public input into our community’s transportation priorities and the project list; and

WHEREAS, the City used a Pavement Management System to develop the SB 1 project list to ensure revenues are being used on the most high-priority and cost- effective projects that also meet the communities priorities for transportation investment; and

WHEREAS, the funding from SB 1 will help the City maintain and rehabilitate streets and add active transportation throughout the City this year and similar projects into the future; and
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WHEREAS, the 2018 California Statewide Local Streets and Roads Needs Assessment found that the City’s streets and roads are in an “At-Risk” condition and this revenue will help us with the overall quality of our road system and over the next decade; and

WHEREAS, the SB 1 project list and overall investment in our local streets and roads infrastructure will focus on basic maintenance and safety, invest in complete streets infrastructure, and use cutting-edge technology, materials and practices, which will have significant positive co-benefits statewide; and

WHEREAS, the approval of the SB 1 project list is exempt from the California Environmental Quality Act (CEQA) because it is not a “project” under Section 15378(b)(5) of CEQA Guidelines. The action involves an organizational or administrative activity of government that will not result in the direct or indirect physical change in the environment.

Any project that is later considered for any discretionary approval will undergo CEQA review at that time.

NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED AND FOUND by the City Council of the City of Hercules, State of California, as follows:

1. The foregoing recitals are true and correct and are incorporated herein as findings.

2. The following proposed projects will be funded in part or solely with Fiscal Year 2026-27 Road Maintenance and Rehabilitation Account funds:

Project Title: Foxboro Pavement Rehabilitation Project
Project Description: Base failure repair, grind, asphalt overlay, striping, ramp replacements.

Project Locations: Foxboro Neighborhood
Estimated Project Schedule: January 2026 through June 2029 (in phases)
Estimated Project Useful Life: 20 years

PASSED AND ADOPTED by the City Council of the City of Hercules State of California this 23rd day of June 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
313

Chris Kelley, Mayor
314
ATTEST:

Eibleis Melendez, City Clerk
315

CONSENT CALENDAR

AGENDA ITEMS

7. 26-163
316

REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council
SUBMITTED BY: Patrick Tang, Interim City Manager
SUBJECT: Authorization To Approve A Contract With Tripepi Smith For General Communications Support
RECOMMENDED ACTION:

Staff recommends that the City Council adopt a resolution authorizing the Interim City Manager to execute an agreement for an amount not to exceed $95,340 with Tripepi Smith to continue providing General Communications Support for FY 2026-2027.

BACKGROUND:

The City is currently collaborating with Tripepi Smith to help staff implement effective strategies, plans, and tactics to improve communication and community engagement. A one year contract was entered into last year for the services as described in this staff report. The support from Tripepi Smith has increased transparency and improved public education and engagement in civic affairs. To sustain this effort to effectively communicate with Hercules residents, staff recommends continuing contracting services with Tripepi Smith to assist the City with communication strategies and media relations for FY 2026 2027.

DISCUSSION/ANALYSIS:

Enhancing media relations is a key aspect of being open and transparent with residents and the community, since residents are typically receiving their news from local media outlets and not the City directly. Continuing with Tripepi Smith will continue to benefit the City, its residents, and businesses by maintaining the following efforts:

Bi-Weekly Check-In Calls & Content Planning
To coordinate our efforts with City Staff and sustain momentum on projects, Tripepi Smith will schedule a recurring, 30-minute bi-weekly phone call that will include a City designated lead for our engagement. These calls will help drive content planning for press releases, social media posts and stories for a potential digital as well as any additional needs that may arise. This will be a working call during which Tripepi Smith will manage an agenda and provide notes for each call. After each call, the client will 317
receive an action summary email about decisions made on the phone call and related action steps. We will produce work, such article drafts, in a shared workspace where the City can see our progress in real time and provide instant feedback as needed. These tools allow for enhanced collaboration and expedite the production process.

Social Media Management
Content Creation: Social media content creation involves: planning, fact-checking, sourcing graphics, grammar checking and scheduling the post. Tripepi Smith will create up to three (3) posts per week over the course of a month (or generally 12 a month) and distribute them on up to five (5) platforms (e.g. Facebook, Instagram, Twitter, LinkedIn, Nextdoor).

News Articles & Press Releases
Tripepi Smith can create news articles, press releases, and official statements, usually up to five hundred (500) words. The City would guide story assignments, incorporating Tripepi Smith’s suggestions, and make internal subject matter experts available to assist with story development as needed. Additionally, this assumes the City provides a media and external agency notification list for Tripepi Smith to use when a press release is planned. The City would also support timely approval of quotes in the release when coordinating with City Staff or City Councilmembers.

Monthly Dashboard Metrics Report
Each month, Tripepi Smith will deliver a summary report of the basic metrics (reach, posts, engagement, etc.) related to City-controlled social media platforms and other key metrics if available, such as website visits and e-newsletter platform metrics. This will help the City evaluate successes and serve as an ongoing feedback mechanism to gather valuable insights that can inform our communication strategy.

Quarterly Communications Calendar Planning Sessions
The main goal during these two-hour meetings is for each department to identify key communication opportunities and wins to celebrate in the next 6-12 months. We document all of this in a shared spreadsheet or editorial calendar, which then serves as a roadmap for the organization to track communication opportunities or to hand off to the communications team for execution. The exercise breaks down barriers between departments and often helps senior staff recognize new communication opportunities.

The process also includes Tripepi Smith preparing and delivering a presentation that highlights notable communication wins and reviews what has worked well. We hold these meetings quarterly to update our 12-month calendar and stay informed about upcoming communication priorities. Additionally, Tripepi Smith will curate a content calendar with staff that can be shared with media contacts.

Annual Report
The City of Hercules’ Annual Report highlights the City's achievements, financial health, and strategic priorities for the past fiscal year. It usually includes updates on City 318
services, infrastructure projects, community development, public safety, environmental initiatives, and financial performance. Tripepi Smith will collaborate with City staff to create a 12 page report showcasing the city’s yearly accomplishments for distribution to the community.

FISCAL IMPACT:

Tripepi Smith possesses specialized expertise in government communications and is familiar with the City’s operations, policies, and ongoing projects, which reduces onboarding time and risk of missteps. There are adequate funds available within the adopted FY 2026-2027 City Manager’s general fund budget to accommodate this expenditure.

ATTACHMENTS:

1. Resolution

2. Tripepi Smith Proposal for General Communications Support Services

319
HERCULES CITY COUNCIL RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES

AUTHORIZING THE CITY MANAGER TO CONTRACT WITH TRIPEPI SMITH IN AN AMOUNT NOT TO EXCEED $95,340 FOR GENERAL COMMUNICATIONS SUPPORT

TO INCLUDE PROJECT AND SOCIAL MEDIA MANAGEMENT, PRESS RELEASES,

METRICS REPORTING AND QUARTERLY STRATEGIC COMMUNICATIONS PLANNING FOR FY 2026-2027

WHEREAS, The City is currently working with Tripepi Smith to assist staff with implementing effective strategies, plans, and tactics to better engage our community; and

WHEREAS, enhancing media relations is a key aspect of being open and transparent with residents and the community; and

WHEREAS, working with Tripepi Smith has provided a measurable way to determine that the content we are creating is actually resonating with our communities; and

WHEREAS, the one year current contract with Tripepi Smith expires on June 30, 2026; and
WHEREAS, there are adequate funds available within the FY 2026-2027 City Manager’s General Fund budget to accommodate this expenditure; and WHEREAS, The proposed agreement will continue to help us evaluate the success of our efforts as well as serve as an ongoing feedback mechanism for gathering valuable insights that can help inform ongoing communication strategy.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hercules that the City Manager is authorized to execute a professional services agreement with Tripepi Smith for an amount not to exceed $95,340 for General Communications Support for FY 26-27.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23rd day of June 2026, by the following vote of the Council:

320

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
Chris Kelley, Mayor

__________________________
Eibleis Melendez, City Clerk

321

GENERAL COMMUNICATION

SUPPORT SERVICES
City of Hercules

May 26, 2026

By: Ryder Todd Smith
Co-founder & Principal
Tripepi Smith & Associates
322
Single Source Communications
Tripepi Smith & Associates

2 Table of Contents
COVER LETTER ................................ ................................ ............. 3 PROPOSED SCOPE OF RETAINER ................................ .............. 4 COST ESTIMATE ................................ ................................ ............ 6

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Single Source Communications
Tripepi Smith & Associates

3 COVER LETTER

Thank you for the opportunity to partner with the City of Hercules once again for your ongoing communications support services. It has been a privilege to work alongside your team as a trusted partner since 2022. This updated proposal maintains the same core retainer scope we have successfully executed over the past three years; while introducing a few flexible, tailored options should you require extra support for upcoming special projects.

As you are aware, Tripepi Smith brings together a diverse team of more than 70 communication professionals. Our agency is large enough to offer specialized expertise for any challenge, yet agile enough to remain highly responsive to your day-to-day needs. Because our team spans a wide range of experience levels and specialized skill sets—from graphic design and videography to strategic writing and social media management—we can seamlessly match the perfect resource to every task. This internal variety allows us to move quickly, keep engagement costs efficient, and tell your city’s complete story across multiple mediums under one roof.

Tripepi Smith has built a proven track record of helping public agencies throughout California effectively connect with their communities. The insights we gather from our extensive statewide network directly benefit our city partners. We pride ourselves on offering an unmatched depth and diversity of municipal communication experience, allowing us to continuously apply real-world lessons and best practices to our daily work with Hercules.

We are excited about the prospect of continuing our collaboration and helping to share the story of Hercules with your residents, businesses, and visitors.

Regards,

Ryder Todd Smith
Co-Founder & President, Tripepi Smith & Associates, Inc.

[email protected] • (626) 536-2173 • PO Box 52152, Irvine, CA 92619

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Single Source Communications
Tripepi Smith & Associates

4 PROPOSED SCOPE OF RETAINER
Bi-Weekly Check-In Calls & Content Planning
To coordinate our efforts with City Staff and sustain momentum on projects, Tripepi Smith will schedule a recurring, 30-minute bi-weekly phone call that will include a City-designated lead for our engagement.

These calls will help drive content planning for press releases, social media posts and stories as well as any additional needs that may arise. This will be a working call during which Tripepi Smith will manage an agenda and provide notes for each call. After each call, the client will receive an action summary email about decisions made on the phone call and related action steps. We will produce work, such article drafts, in a shared workspace where the City can see our progress in real time and provide instant feedback as needed. These tools allow for enhanced collaboration and expedite the production process.

Social Media Management
Content Creation: Social media content creation involves: planning, fact-checking, sourcing graphics, grammar checking and scheduling the post. Tripepi Smith will create up to three (3) posts per week over the course of a month (or generally 12 a month) and distribute them on up to five (5) platforms (e.g.

Facebook, Instagram, X, LinkedIn, Nextdoor).

Council Agenda Monitoring: Our work also includes reviewing upcoming council agendas to develop additional ideas worthy of social media or press releases.

News Articles & Press Releases
Tripepi Smith can draft news articles, press releases and/or official statements, which are typically up to five hundred (500) words in length. The City would direct the allocation of stories with Tripepi Smith’s suggestions, making internal subject matter experts available to aid the development of the stories when needed. Additionally, this assumes the City would provide a media and external agencies notification list for use by Tripepi Smith where a press release scenario is desired. The City would also facilitate timely approval of quotes in the release when connected with City Staff or City Councilmembers.

Monthly Dashboard Metrics Report
Each month, Tripepi Smith will provide a summary report of the basic metrics (reach, posts, engagement, etc.) related to City-controlled social media platforms and other key metrics if available, such as website visits and e-newsletter platform metrics. This will help us evaluate the success of our efforts as well as serve as an ongoing feedback mechanism for gathering valuable insights that can help inform ongoing communication strategy.
325
Single Source Communications
Tripepi Smith & Associates

5 Quarterly Communications Calendar Planning Sessions
The main goal during these in-person meetings is that each department identifies key communication opportunities and wins to celebrate in the next 6-12 months. We document all this into a shared spreadsheet/editorial calendar that can then serve as a roadmap for the organization to track communication opportunities–or to hand off to the communications team to execute. The exercise breaks down barriers between departments and often helps senior staff recognize communication opportunities they were simply unaware of before. The process also includes Tripepi Smith preparing and giving a presentation that covers notable communication wins to review what has worked well. We conduct these meetings on a quarterly process to refresh our 12-month calendar and stay apprised of the upcoming communication priorities. Additionally, Tripepi Smith will curate a content calendar with staff that can be shared with media contacts.

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Single Source Communications
Tripepi Smith & Associates

6 COST ESTIMATE
Service/Deliverable Retainer Scope
Project Management

Conduct bi-weekly client check-in calls, provide check-in call recap outlining action items and deadlines, advise on media relations and strategy

Max. of 30 minutes per call
Social Media Management

Create and publish social media post content.

Monitor social media platforms.

Council Agenda Review to mine opportunities for social media

3 posts/week
Social media graphic design included
Twice a week social media monitoring
Press Releases
Create and publish press releases and/or website news articles

1 press release or news article per month
Metrics Reporting
Produce regular report on key performance metrics for external communication channels: social media, email, etc.

1 report per month (PDF file)
Quarterly Strategic Communications Planning

In-person quarterly meeting with Dept. heads to plan next year of communication opportunities
Keeping centralized “Content Calendar” updated throughout the year for staff’s reference

1 meeting every 3 months
Max. of 2 hours per meeting
Via Google Sheets
Total Retainer Monthly Cost $ 7,370.00

Service/Deliverable Ad-Hoc Scope
Annual Report (Ad-hoc)
Create 12-page report showcasing city’s annual accomplishments Content Provided by the City
Includes 2 drafts and graphic design.

Does NOT include printing/mailing
Total Ad-Hoc Cost $6,900.00
Total Annual Cost $95,340.00

Should Hercules determine Tripepi Smith is the most qualified and responsive vendor, but has a budget number that it must hit, then Tripepi Smith remains open to collaborating to narrow the scope engagement or refine our understanding of the scope needs and will modify our pricing accordingly.
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Single Source Communications
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7 As-Needed Services
Tripepi Smith will apply the following standard hourly rates and related fees for any authorized as- needed (Time & Materials) work. Such work must be clearly authorized in writing before proceeding. 2025-26 Hourly Rates
Standard Reduced Retainer
Principal $380 $315
Director $265 $225
Art/Creative Director $265 $225
Senior Business Analyst $205 $180
Business Analyst $150 $125
Junior Business Analyst $115 $100
Senior Videographer/Animator $205 $175
Senior Photographer $175 $150
Videographer/Photographer $140 $120
Junior Videographer/Photographer $115 $100
Senior Graphic Designer $195 $165
Graphic Designer $140 $120
Junior Graphic Designer $115 $100
Web Developer $210 $185
Junior Web Developer $115 $100
Drone Operator $205 $180
Council Chamber A/V Operator $115 $100

Invoicing & Payment Terms
At Tripepi Smith, we bill on either a Retainer, Fixed Fee or Time & Materials basis, with each billing type following its own payment schedule. Regardless, terms are Net 30 days. • Fixed Fee work is billed upon defined milestones.
• Time & Materials work is billed in 15-minute increments (i.e. 4.0, 1.25, 6.5 or 0.75 hours) at the end of the month in which work is done.
• Retainer work is billed on the 15th of each month.

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8 Other Cost Information
Tripepi Smith has related service fees that may come up during our engagement that we want to tell you about.

Annual Increase
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DISCUSSION AND/OR ACTION ITEM

AGENDA ITEMS

1. 26-165
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STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of June 23, 2026
TO: Mayor and Members of the City Council

FROM: Patrick Tang, Interim City Manager
Chris Morris, Acting Public Works Director
SUBJECT: Installation of Stop Signs at Intersections on John Muir Parkway to Increase Traffic and Pedestrian Safety.

RECOMMENDED ACTION:

Approve a resolution directing the installation of stop signs as follows: 1) change the intersection of Tsushima Street/Yosemite Way and John Muir Parkway from a 2-way stop to a 4 -way stop; 2) place a stop sign at the end of John Muir Parkway before the left turn onto Bayfront Boulevard; and 3) place a stop sign at the end of Bayfront Boulevard before the right turn onto John Muir Parkway. The benefits of placing stop signs in these locations include slower auto speeds, increased visibility for motorists, bicyclists and pedestrians, safer crossing of streets for pedestrians at identified crosswalks, and increased driver courtesy and awareness.

BACKGROUND:

The related issues of pedestrian safety and the mitigation of traffic speed have been a concern for the residents of Hercules who live in the vicinity of John Muir Parkway. As a response, staff consulted with Kimley -Horn, an independent traffic engineering firm, to study the data and make recommendations, particularly in regard to the intersection of John Muir Parkway and Tsushima Street/Yosemite Way (Attachment 1). The study concluded that the conditions at the intersection of John Muir Parkway and Tsushima Street/Yosemite Way did not meet the strict warrant requirements for placement of the proposed additional stop signs and recommended other traffic calming measures which involved significant construction costs.

Kimley-Horn’s memorandum and recommended improvements were presented to the City Traffic Safety Subcommittee at their April 2, 2025, meeting. The subcommittee recommended the installation of the proposed improvements , including new striping, pavement markings, and speed feedback signs as described and shown in Attachment

1. The anticipated work has been postponed due to the cost of the project. 332
The result of not receiving a “warrant” pursuant to an independent traffic study is that a citation issued for failure to stop might be subject to challenge and could be dismissed at the discretion of the traffic court. Despite this, City staff believes that placement of the proposed 4-way stop signs at this location is prudent and justified by local knowledge of site-specific conditions. Furthermore, staff’s research into similar practices in other Bay Area cities indicates that other cities have installed all -way stops without engineering studies because they have made the same determination that increased pedestrian and vehicular safety is of greater importance.

In addition to the intersection of John Muir Parkway and Tsushima Street/Yosemite Way, staff have identified two other locations that were not part of the Kiml ey-Horn study but which in the opinion of City staff, require single stop signs to increase pedestrian and vehicular safety. These two additional locations are included in the discussion below.

ANALYSIS:

The Police Department and Public Works have made it a priority to continually collaborate on issues related to pedestrian safety and mitigation of traffic speeds. On the enforcement side, the Police Department considers traffic safety one of the highest priority public safety issues. The enforcement of traffic laws is key to ensuring residents, as well as those who may not live in the City of Hercules but travel through it, adhere to the rules of the road and operate their vehicles in a safe manner.

On the Public Works side, physical improvements to our street infrastructure are designed to promote higher levels of safety. Examples include the installation of a speed-reading sign on a long stretch of Sycamore Avenue leading to the Waterfront, intended to slow traffic just before the roadway bisects two busy parks frequented by families and children, and the placement of two traffic circles (roundabouts) on Hercules Avenue to reduce speed. However, more work is required as the discussion for improved pedestrian and vehicular safety continues. The proposed improvements detailed in this report have been selected on a priority basis. Ultimately, all the proposed locations were vetted by the Police Department and Public Works through a process of collaborative discussion and observations.

Proposed improvements on John Muir Parkway have also been discussed at the City Council’s Traffic Safety Subcommittee. Criteria for locations in need of traffic calming measures include known regular walking routes of residents seeking exercise, children on bikes a nd scooters, known problematic intersections, areas of roadway that are conducive to speeding due to their design and layout, city staff observations, and complaints from residents and businesses regarding speeding and reckless driving. The following is a brief analysis and justification for the installation of the proposed improvements at each intersection.
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1) Intersection of John Muir Parkway and Tsushima Street/Yosemite Way. This intersection currently provides a two-way stop for traffic entering John Muir Parkway from Tsushima Street/Yosemite Way. It has been one of the most discussed intersections by the local neighborhood. John Muir Parkway is a convergent point for traffic from multiple directions, it is a through-route for vehicular traffic to major destination points in and out of town, and because it is a wide roadway, tends to promote high traffic speeds. It has been problematic for pedestrians from the adjacent Muir Point and Bayside neighborhoods who are crossing John Muir Parkway at Tsushima Street/Yosemite Way, primarily due to traffic speeds.

An all-way stop at this intersection would slow traffic speed as vehicles come from and head towards San Pablo Avenue and connections to I-80 and Highway 4. This proposal would add two (2) new stops on John Muir Parkway to create the all -way stop at the intersection of John Muir Parkway and Tsushima Street.

2) John Muir Parkway Left Turn onto Bayfront Boulevard . Currently, vehicles travelling down John Muir Parkway to its endpoint at the Waterfront must make a 90-degree turn onto Bayfront Boulevard. There is no stop sign in this location. However, there is considerable pedestrian traffic entering and exiting The Exchange, a multi -story mixed use development spanning the block with its main entrance on the corner of Bayfront and John Muir Parkway. In addition, there are customers frequenting various commercial establishments that are close to the intersection who enter and exit their parked vehicles along both sides of the street. At any given time, ther e are vehicles driving slowly with drivers looking for limited parking spaces along Bayfront and John Muir Parkway, while through -traffic travelling at higher speeds attempts to maneuver around the slower traffic. A pedestrian crosswalk spans Bayfront Boulevard, near The Exchange entrance, located just past the point vehicles make the left turn from John Muir Parkway onto Bayfront Boulevard.

Based on valuable input from the neighborhood, shop owners, and the observations of city staff, it has been pointed out that delivery vehicles are frequently parked around the entrance to The Exchange and on either side of the pedestrian crosswalk, obscuring visibility and leaving pedestrians vulnerable to through -traffic turning left unimpeded onto Bayfront Bou levard. Add to this a concentration of pedestrians and bicyclists accessing the trailhead to the Bay Trail, also located adjacent to this intersection, and it presents a challenging environment for vehicles, bicyclists, and pedestrians converging on and around this intersection.

It should be noted that without a stop sign at the end of John Muir Parkway, through- traffic currently proceeds through the left hand turn directly into the pedestrian crosswalk which, as previously mentioned, may be partially obscured by the presence of delivery trucks. Through -traffic travelling in excess of the speed limit towards the terminus of John Muir Parkway and turning left onto Bayfront Boulevard has been frequently observed, and with no stop required, drivers often m aintain a high rate of speed through the left turn onto Bayfront, putting pedestrians and bicyclists at risk.

Even when negotiating the turn at the speed limit, there is the potential for blocked views of pedestrians attempting to cross Bayshore Boulevard at the existing crosswalk when delivery trucks are double parked. A stop sign at the end of John Muir Parkway where it meets Bayfront Boulevard is required in order to avoid vehicles from turning left onto Bayshore Boulevard unimpeded.

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3) Bayfront Blvd right turn onto John Muir Parkway Currently, vehicles travelling down Bayfront Boulevard to its endpoint must make a 90-degree right turn onto John Muir Parkway. There is no stop sign in this location. This presents the same situation as the left turn onto Bayfront Blvd from John Muir Parkway discussed in No. 2 above; indeed it is the same intersection approached from the opposite direction. For all the reasons discussed in No. 2 above, a stop sign in this location would prevent through traffic from travelling unimpeded through an often crowded and confusing intersection with visibility of pedestrians and other vehicles potentially blocked by commercial vehicles loading or unloading close to the crosswalks, and food delivery drop offs to residents of The Exchange.

If the Council authorizes the placement of additional stop signs in the above identified locations, staff will provide notice to adjacent residents at least 10 business days prior to installation. In addition, Staff will continue to work on additional roadway improvements in the area, including but not limited to those recommended in the Kimley- Horn traffic study such as restriping and road narrowing options to provide additional traffic calming along the length of John Muir Parkway.

Section 3 -4.401 of the Hercules Municipal Code grants the Public Works Director the authority to install traffic control devices if the Council does not require its own express authorization. While the Hercules Municipal Code does not expressly require City Council authorization for stop sign placement at this location, the Public Works Director has not historically placed stop signs absent support of a warrant study. Accordingly, staff accordingly desires that the City Council confirm that stop signs are appropriate for these locations to protect public health and safety.

CONCLUSION
To enhance the safety of pedestrians, bicyclists, and motorists alike, staff recommends that the Council approve placement of the proposed additional stop signs at the areas identified in this report.
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FISCAL IMPACT:

The proposed installation of stop signs at various locations is intended to enhance traffic safety and improve pedestrian protection within the community. The estimated cost for this project is $5,000. Funding for this initiative has been allocated within the Annual Street Repair segment of the FY 2025 -26 Capital Improvement Plan (CIP). There is adequate budgetary balance to cover the expenses associated with this project.

ATTACHMENTS:

1. Kimley-Horn Report

2. Resolution
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840

MEMORANDUM
To: Jeff Brown
City of Hercules
From: Clara Ho, P.E.

Kimley-Horn and Associates, Inc.

Date: February 14, 2025
Subject:

All-Way Stop-control Warrant at John Muir Parkway and Tioga Loop and John Muir Parkway and Yosemite Place-Tsushima Street, Hercules, CA Kimley-Horn and Associates, Inc. (Kimley-Horn) is working with the City of Hercules (City) to evaluate the installation of multi-way stop-control at the intersections of John Muir Parkway and Tioga Loop and John Muir Parkway and Yosemite Place-Tsushima Street. The evaluation is being completed due to concerns with limited intersection sight distance caused by horizontal curves and on-street parking along John Muir Parkway, as well as the difficulty in crossing or turning onto John Muir Parkway due to the high number of through vehicles travelling along John Muir Parkway.

Both intersections currently operate as side-street stop-controlled with a stop-control on the southbound approach of Tioga Loop and southbound and northbound approaches of Yosemite Place and Tsushima Street, respectively. There is a horizontal curve between Tioga Loop and Yosemite Place-Tsushima Street which potentially limits the intersection sight distance for vehicles exiting both intersections. On-street parking is allowed on the north side and on the south side of John Muir Parkway, near the intersection, which reduces the intersection sight distance available for vehicles exiting Yosemite Place and Tsushima Street. The intersection is located near uses that generate pedestrian activity, including retail and recreational trails to the west and residential on the north.

These uses increase pedestrian activity at the study intersections during the peak periods. The goal of this study is to enhance the overall safety of the intersection by implementing a multi-way stop- control or recommending other measures to improve the overall intersection operations if a multi-way stop-control is not warranted. As a result, a multi-way stop sign warrant analysis and sight distance analysis were conducted at the intersections of John Muir Parkway and Tioga Loop and John Muir Parkway and Yosemite Place-Tsushima Street to determine the proposed measures that should be implemented at each study intersection.

DATA COLLECTION AND METHODOLOGY
Roadway volumes were collected for twenty-four (24) hours on Thursday, November 14 th, 2024 between Tioga Loop and Yosemite Place-Tsushima Street, and roadway and speed volumes at the remaining legs of both intersections were collected on Thursday, January 9 th and Saturday, January 11th, 2025 for twenty-four (24) hours. Intersection turning movement volumes were also collected on Thursday, January 9 th, 2025 during the AM peak period from 7:00 AM to 9:00 AM and PM peak 337

kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 period from 4:00 PM to 6:00 PM. Additionally, pedestrian and bicycle counts were collected at both intersections on Thursday, January 9th, 2025 between 9:00 AM and 4:00 PM, and Saturday, January 11th, 2025, from 7:00 AM to 6:00 PM. All counts were collected while the schools were in session and avoided inclement weather. Traffic volume data is included inAttachment A.

In addition, Kimley-Horn downloaded collision data from the Transportation Injury Mapping System (TIMS) for the months between September 2021 and September 2024. It should be noted that data in TIMS was only available up to quarter 3 of 2024 at the time this study was prepared.

MULTI-WAY STOP SIGN WARRANT ANALYSIS
Utilizing the volume data and collision information collected, a multi-way stop warrant analysis was conducted based on Section 2B.07 Guidance and Option Criteria of the CA Manual on Uniform Traffic Control Devices (MUTCD) 2014 standards, described as follows:

Guidance Criteria
· A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.
· B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions.
· C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day, and

2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay of minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour, but

3. If the 85 th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the above values. · D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option Criteria – Other criteria to consider in the warrant evaluation · A. The need to control left-turn conflicts.
· B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes.
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 · C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop

GUIDANCE CRITERIA
The following describes the evaluation of the intersection based on the Guidance Criteria. Since a traffic signal control is not planned for either study intersection, Criterion A is not applicable .

Analysis for the remaining Criteria B to D are described below.

Collisions Analysis (Criterion B)
Based on the collision data downloaded from TIMS, no collisions occurred at either study intersection from September 2021 to September 2024. Since no collisions were reported during a 12-month period that are correctable by a multi-way stop-control, both intersections do not meet Criterion B of the multi-way stop-control warrant.

Volumes Analysis (Criteria C and D)
Roadway volume and speeds were summarized and compared to the volume threshold for MUTCD Section 2B.07 Guidance Criterion C and D. Volumes collected on Thursday, November 14 th, 2024 between Tioga Loop and Yosemite Plance-Tsushima Street and on Thursday and Saturday, January 9th and January 11th 2025 for the remaining legs of both intersections were used for the analysis. The results of the vehicular volume portion of the multi-way stop warrant analysis are summarized in Tables 1 and 2. The analysis is included in Attachment C.

Criterion C.1 and C.2
At John Muir Parkway and Tioga Loop, as shown in Table 1, the major street volume (John Muir Parkway) results in a highest 8-hour average volume of 183 vehicles per hour (vph) and the minor street volume (Tioga Loop) results in a corresponding 8-hour average volume of 21 units per hour during the weekday. On Saturday, the major street volume results in a highest 8-hour average volume of 193 vehicles per hour (vph) and the minor street volume results in a corresponding 8-hour average volume of 2 units per hour. Since the intersection does not meet the threshold volume for Criterion C.2 with a minor street threshold volume of 200 units, the intersection does not meet Criteria C.2.

At John Muir Parkway and Yosemite Place-Tsushima Street, as shown in Table 2, the major street volume (John Muir Parkway) results in a highest 8-hour average volume of 250 vehicles per hour (vph) and the minor street volume (Yosemite Place-Tsushima Street) results in a corresponding 8- hour average volume of 72 units per hour during the weekday. On Saturday, the major street volume result in a highest 8-hour volume of 243 vehicles per hour (vph) and the minor street volume results in a corresponding 8-hour average of 76 units per hour. Since the intersection does not meet the threshold volume for Criterion C.2 with a minor street threshold volume of 200 units, the intersection does not meet Criteria C.2.
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 Criterion C.3
The posted speed limit on John Muir Parkway is 25 mph. The speed data collected at each leg of the intersection showed that the 85 th percentile speed for the eastbound and westbound directions on John Muir Parkway is 34-36 mph at the two intersections. Since the 85 th percentile speeds for both legs do not exceed 40 mph, the intersection does not meet Criterion C.3 to reduce the volume thresholds by 70 percent of the above values.

Criterion D
To meet the 80 percent threshold volume for Criterion D, all study intersections would need to meet 80 percent of the thresholds within Criteria B, C.1, and C.2. For Criterion B, this would result in a threshold of at least 4 or more reported collisions within a 12-month period that are susceptible to correction by a multi-way stop-control. For Criteria C.1 and C.2, this would result in a threshold of 240 vph and 160 units per hour for the major street and minor street respectively. Based on the collision and volume results described above, both intersections do not meet either the collision nor major volume thresholds and therefore does not meet Criterion D.

A multi-way stop-control is not recommended at either intersection based on the volume and collision thresholds for Section 2B.07 Guidance Criteria of the CA MUTCD.

Table 1 – Multi-way Stop Warrant Analysis Summary – John Muir Parkway and Tioga Loop Criterion
Intersection John Muir Parkway and Tioga Loop
Approach Major Street – John Muir
Parkway
Minor Street – Tioga
Loop
Guidance A Multi-way stop as an interim measure for
traffic signal? No
Guidance B At least 5 collisions within 12 months
correctable by a multi-way stop
No
No collisions from September 2021 to September 2024
Highest 8-hour Average Volume Weekday: 183 veh/hr
Saturday: 193 veh/hr
Weekday: 21 units/hr
Saturday: 20 units/hr
Guidance
C.1 and C.2
MUTCD Threshold Met?
Major Street – 300 veh/hr
Minor Street – 200 units/hr
No No
Avg Delay of Minor Street at least 30 secs? Not Analyzed* Meets Criterion C.1 and C.2 to warrant a multi-way stop? No Guidance
C.3
Reduce Guidance C.1 and C.2 by 70% if
major street exceeds 40 mph?
No
EB/WB 85th percentile speed on major street – 34-37
mph
Guidance D 80% of Guidance B, C.1 and C.2 met? No – Collisions and major street volumes not met Note: EB = Eastbound; WB = Westbound; Units per hour = total vehicle, pedestrian, and bicycle volumes per hour. *Minor street average delay was only analyzed if both the major and minor street threshold was met for the entire intersection. 340

kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 Table 2 – Multi-way Stop Warrant Analysis Summary – John Muir Parkway and Yosemite Place-Tsushima Street
Criterion
Intersection John Muir Parkway and Yosemite Place-Tsushima Street
Approach Major Street – John Muir
Parkway
Minor Street – Yosemite
Place-Tsushima Street
Guidance A Multi-way stop as an interim measure for
traffic signal? No
Guidance B At least 5 collisions within 12 months
correctable by a multi-way stop
No
No collisions from September 2021 to September 2024
Highest 8-hour Average Volume Weekday: 250 veh/r
Saturday: 243 veh/hr
Weekday: 72 units/hr
Saturday: 76 units/hr
Guidance
C.1 and C.2
MUTCD Threshold Met?
Major Street – 300 veh/hr
Minor Street – 200 units/hr
No No
Avg Delay of Minor Street at least 30 secs? Not Analyzed* Meets Criterion C.1 and C.2 to warrant a multi-way stop? No Guidance
C.3
Reduce Guidance C.1 and C.2 by 70% if
major street exceeds 40 mph?
No
EB/WB 85th percentile speed on major street – 34-37
mph
Guidance D 80% of Guidance B, C.1 and C.2 met? No – Collisions and major street volumes not met Note: EB = Eastbound; WB = Westbound; Units per hour = total vehicle, pedestrian, and bicycle volumes per hour. *Minor street average delay was only analyzed if both the major and minor street threshold was met for the entire intersection.

OPTION CRITERIA
The following describes the evaluation of the intersection based on the Guidance Criteria. These are based on the following field observations conducted during the peak periods:
· During the AM peak period, numerous left turns were observed in and out of Tsushima Street · No queueing was observed
· Despite the presence of parked vehicles, sight distance on minor street approaches appeared adequate
· Few pedestrians were observed in the field
Option Criterion A – Left-Turn Conflicts
Left turns were not observed at Tioga Loop during the field review. Numerous vehicles were observed making left turns at Tsushima Street during the field review. No queues were observed and vehicles did not appear to have any difficulty turning northbound or westbound left. Left-turning vehicles did not appear to experience excessive delay. Based on the field observations, Option Criterion A is not satisfied.
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 Option Criterion B – Vehicle and Pedestrian Conflicts
Few pedestrians were observed during the field visit and only one (1) was observed crossing John Muir Parkway at Tsushima Street. Additionally, based on the collected pedestrian counts, there appears to be few pedestrians crossing John Muir Parkway at both intersections. Based on the field observations and counts, Option Criterion B is not satisfied.

Option Criterion C – Sight Distance
To determine if vehicles traveling along Tioga Loop and Yosemite Place-Tsushima Street have adequate sight distance to observe conflicting traffic along John Muir Parkway, intersection sight triangles for both intersections were developed following methodology from the American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highway and Street, 7 th Edition . Based on the AASHTO sight distance criteria, aerial images, and field observations, the intersection sight distance was evaluated for the minor street approach to determine if there were visual obstructions to vehicles making a left-turn and right-turn from Tioga Loop and from Yosemite Place-Tsushima Street.

Methodology
Speed data for each approach of the intersection was collected on Thursday, November 14 th, 2024 between Tioga Loop and Yosemite Plance-Tsushima Street and Thursday and Saturday, January 9 th and January 11th 2025 at the remaining locations. The major road of John Muir Parkway has an 85 th percentile speed of 34-37 mph in the eastbound and westbound directions. However, the posted speed limit is 25 mph. Therefore, a design speed of 35 mph (or 10 mph added to the posted speed limit) was used. Using these inputs, AASHTO sight distance criteria is 335 feet for vehicles making a right-turn from the minor road (observing the major road to the left) and 390 feet for vehicles making a left-turn from the minor road (observing the major road to the right). Based on AASHTO, the decision point (or setback) for the minor road vehicle should be 14.5 feet from the edge of the major road’s traveled way. However, based on field observations, a vehicle can be positioned less than 14.5 feet from the edge of the major road’s traveled way. AASHTO states that the distance from the front of a vehicle to the driver’s seat is 8 feet. Therefore, a setback of 8 feet from the travel way was used for the analysis.

Analysis
The available sight distance exhibits are illustrated in Attachments D.1, D.2, and D.3, which show the required and available intersection sight distance, as well as obstructions within the sight triangles. The available sight distance was determined in the field and is based on the conditions at the time field work was conducted, which include the number of vehicles parked on-street.

As shown in Attachment D.1, there are no sight distance constraints at John Muir Parkway and Tioga Loop.

As shown in Attachment D.2, on-street parking on the north side of John Muir Parkway to the west and east of Yosemite Place-Tsushima Street resulted in limited sight distance at this intersection for vehicles turning from southbound Yosemite Place. Even with vehicles inching forward after stopping at the stop bar, the sight distance is limited. It should be noted that since the sight distance is 342

kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 primarily impacted by the on-street parking on John Muir Parkway, the observed sight distance in the field may change if there are no parked vehicles on John Muir Parkway.

Field observations were conducted in January, when there was less tree foliage. As such, the trees in the median were not a constraint to sight distance. Even if field observations were conducted during another season when tree foliage was full, it is likely that there would be sufficient sight distance due to the height of the trees, gaps between the trees, and tree trunk size.

The intersection sight distance results are also summarized inTable 3.

Table 3 – Sight Distance Analysis
Setback Category
John Muir Parkway & Tioga Loop John Muir Parkway & Yosemite Place- Tsushima Street
Left-Turn Right-Turn Left-Turn Right-Turn
Looking right
from decision
point
Looking left
from decision
point
Looking left
from decision
point
Looking right
from decision
point
Looking left
from decision
point
Looking left
from decision
point
Required sight distance
for 35 mph design speed 390 ft 335 ft 335 ft 390 ft 335 ft 335 ft South Leg Of Intersection (Northbound)
8 ft from
travel
way
Available* 460 ft 415 ft 415 ft
Acceptable? Yes Yes Yes
Obstruction None None Non
North Leg Of Intersection (Southbound)
8 ft from
travel
way
Available* 620 ft 815 ft 815 ft 425 ft 225 ft 225 ft
Acceptable? Yes Yes Yes Yes No No
Obstruction None None Non None Parking Parking
*Available intersection sight distance may vary depending on the number of vehicles parked on-street and therefore may be greater or less than that presented in this table.

As shown in the Table 3 and Attachment C of the sight distance analysis, southbound vehicles on Yosemite Place have inadequate sight distance to observe westbound vehicles on John Muir Parkway due to the on-street parking. All other movements at both intersections have adequate sight distance to observe vehicles on John Muir Parkway.

Option Criterion C is not satisfied at John Muir Parkway and Tioga Loop.

Since there is a lack of sight distance for southbound vehicles on Yosemite Place to observe westbound vehicles on John Muir Parkway, Option Criterion C is satisfied for John Muir Parkway and Yosemite Place-Tsushima Street.
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840

RECOMMENDATIONS
Since no criteria was satisfied at John Muir Parkway and Tioga Loop, an all-way stop-control is not recommended to be installed at the intersection.

Option Criterion C was the only criterion satisfied at John Muir Parking and Yosemite Place-Tsushima Street for southbound vehicles at Yosemite Place due to the presence of on-street parking. Since none of the other criteria were satisfied at this intersection, an all-way stop-control is not recommended to be installed at the intersection.

CONCLUSIONS
The intersection of John Muir Parkway and Tioga Loop does not meet any of the Guidance Criteria in the CA MUTCD Multi-Stop Warrant. The intersection of John Muir Parkway and Yosemite Place- Tsushima Street only meets Option Criterion C of the MTUCD due to the inadequate sight distance for southbound vehicles on Yosemite Place to observe westbound vehicles along John Muir Parkway due to on-street parking. Therefore, an all-way stop-control is not recommended at either intersection.

The following measures are recommended at John Muir Parkway and Yosemite Place-Tsushima Street to address the sight distance issue:
· Recommend installing approximately 50’ of red striping from the curb return at the near side of Yosemite Place to remove about 2 on-street parking spots. This would provide a new sight distance of approximately 390 feet which would meet the required 335 ft sight distance requirement
Additional measures the City can consider include the following:
· Narrowing widths of existing vehicle lanes. This is an effective measure which could reduce vehicle speeds which would then address the sight distance concern at John Muir Parkway and Yosemite Place-Tsushima Street. The additional space from the reduced vehicle lane could be used to stripe buffered bike lanes.
· Installing speed humps. This is also an effective measure to reduce vehicle speeds. John Muir Parkway is a good candidate given the posted speed limit and existing ADTs. Things to consider include possible increases in noise and slow down response time to emergency vehicles.
· Installing pedestrian signage. John Muir Parkway and Yosemite Place-Tsushima Street has crosswalks on the east and west legs but no pedestrian signage. Pedestrian signage can augment driver awareness and enhance safety for pedestrians crossing the crosswalks.

Signs that could be installed include pedestrian crossing signs (W11-2) at the crosswalks to warn drivers of crossing pedestrians, yield to pedestrians signs (R1-5) in conjunction with yield lines to direct drivers where to yield to crossing pedestrians, and an in-street pedestrian crossing signs (R1-6) to remind drivers that pedestrians have right-of-way when crossing the 344

kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 street. A rectangular rapid flashing beacon (RRFB) could be considered at the intersection to increase pedestrian visibility, however at this time it is not recommended given the low pedestrian volumes and existing speed limit based upon the guidelines outlined in the Federal Highway Administration (FHWA) Field Guide for Selecting Countermeasures at Uncontrolled Pedestrians Crossing Locations.

Sincerely,
Clara Ho, P.E.

California Professional Engineer #C90344
Attachments:

Attachment A – 24-Hour Counts, Turning Movement Counts, and Speed Data Attachment B – Multi-way Stop Warrant Analysis
Attachment C – Sight Distance Exhibits
345
Location: John Muir Pkwy, Between Alfred Nobel Dr & Bayfront Blvd Date Range: 11/14/2024 - 11/20/2024
Site Code: 04
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 7 8 15 - - - - - - - - - - - - - - - - - - 7 8 15 1:00 AM 3 3 6 - - - - - - - - - - - - - - - - - - 3 3 6 2:00 AM 4 2 6 - - - - - - - - - - - - - - - - - - 4 2 6 3:00 AM 3 2 5 - - - - - - - - - - - - - - - - - - 3 2 5 4:00 AM 17 2 19 - - - - - - - - - - - - - - - - - - 17 2 19 5:00 AM 50 5 55 - - - - - - - - - - - - - - - - - - 50 5 55 6:00 AM 58 16 74 - - - - - - - - - - - - - - - - - - 58 16 74 7:00 AM 137 33 170 - - - - - - - - - - - - - - - - - - 137 33 170 8:00 AM 111 65 176 - - - - - - - - - - - - - - - - - - 111 65 176 9:00 AM 85 49 134 - - - - - - - - - - - - - - - - - - 85 49 134 10:00 AM 72 48 120 - - - - - - - - - - - - - - - - - - 72 48 120 11:00 AM 74 66 140 - - - - - - - - - - - - - - - - - - 74 66 140 12:00 PM 95 75 170 - - - - - - - - - - - - - - - - - - 95 75 170 1:00 PM 80 73 153 - - - - - - - - - - - - - - - - - - 80 73 153 2:00 PM 88 52 140 - - - - - - - - - - - - - - - - - - 88 52 140 3:00 PM 94 104 198 - - - - - - - - - - - - - - - - - - 94 104 198 4:00 PM 97 120 217 - - - - - - - - - - - - - - - - - - 97 120 217 5:00 PM 82 124 206 - - - - - - - - - - - - - - - - - - 82 124 206 6:00 PM 79 86 165 - - - - - - - - - - - - - - - - - - 79 86 165 7:00 PM 78 91 169 - - - - - - - - - - - - - - - - - - 78 91 169 8:00 PM 42 61 103 - - - - - - - - - - - - - - - - - - 42 61 103 9:00 PM 33 60 93 - - - - - - - - - - - - - - - - - - 33 60 93 10:00 PM 30 31 61 - - - - - - - - - - - - - - - - - - 30 31 61 11:00 PM 13 20 33 - - - - - - - - - - - - - - - - - - 13 20 33 Total 1,432 1,196 2,628 - - - - - - - - - - - - - - - - - - 1,432 1,196 2,628 Percent 54% 46% - - - - - - - - - - - - 54% 46%
AM Peak 07:00 11:00 08:00 - - - - - - - - - - - - - - - - - - 07:00 11:00 08:00 Vol. 137 66 176 - - - - - - - - - - - - - - - - - - 137 66 176 PM Peak 16:00 17:00 16:00 - - - - - - - - - - - - - - - - - - 16:00 17:00 16:00 Vol. 97 124 217 - - - - - - - - - - - - - - - - - - 97 124 217

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average11/20/202411/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 1 Project Manager: (415) 310-6469
[email protected]
346
Location: John Muir Pkwy, W/O Tioga Loop
Direction: Eastbound / Westbound
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 2 10 77 458 1,071 950 278 52 2 0 1 0 0 0 0 0 0

0.1% 0.3% 2.7% 15.8% 36.9% 32.7% 9.6% 1.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0 12 28 335 912 831 289 41 3 1 0 0 0 0 0 0 0

0.0% 0.5% 1.1% 13.7% 37.2% 33.9% 11.8% 1.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 22 105 793 1,983 1,781 567 93 5 1 1 0 0 0 0 0 0

0.0% 0.4% 2.0% 14.8% 37.0% 33.3% 10.6% 1.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.3 mph Mean (Average) Speed 29.3 mph

34.2 mph 10 mph Pace 24.5 - 34.5 mph

37.4 mph Percent in Pace 70.5 %
50th Percentile (Median) 29.6 mph Mean (Average) Speed 29.8 mph

34.7 mph 10 mph Pace 24.6 - 34.6 mph

37.8 mph Percent in Pace 71.5 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
5,353
2,452
2,901
WestboundWestbound
EastboundEastbound
Total
Westbound
Eastbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
347
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 0 0 1 1 2 0 1 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 1 3 8 8 2 0 0 0 0 0 0 0 0 0 22
5:00 AM 0 0 0 3 14 13 6 1 1 0 0 0 0 0 0 0 0 38
6:00 AM 0 0 1 5 12 30 13 3 0 0 0 0 0 0 0 0 0 64
7:00 AM 0 0 1 12 40 62 23 3 0 0 0 0 0 0 0 0 0 141
8:00 AM 0 0 1 17 33 31 10 1 0 0 0 0 0 0 0 0 0 93
9:00 AM 0 0 7 19 35 21 7 2 0 0 0 0 0 0 0 0 0 91
10:00 AM 0 0 2 12 30 15 7 0 0 0 0 0 0 0 0 0 0 66
11:00 AM 0 1 2 7 25 35 11 2 0 0 0 0 0 0 0 0 0 83
12:00 PM 2 0 4 9 29 37 12 3 0 0 0 0 0 0 0 0 0 96
1:00 PM 0 1 2 10 36 27 13 1 0 0 0 0 0 0 0 0 0 90
2:00 PM 0 0 1 16 25 39 10 4 0 0 0 0 0 0 0 0 0 95
3:00 PM 0 0 2 13 32 34 5 2 0 0 0 0 0 0 0 0 0 88
4:00 PM 0 0 3 21 43 34 7 0 0 0 0 0 0 0 0 0 0 108
5:00 PM 0 0 2 18 37 26 1 1 0 0 0 0 0 0 0 0 0 85
6:00 PM 0 0 3 22 41 15 5 0 0 0 0 0 0 0 0 0 0 86
7:00 PM 0 0 2 10 17 22 6 1 0 0 0 0 0 0 0 0 0 58
8:00 PM 0 0 3 14 22 19 4 0 0 0 0 0 0 0 0 0 0 62
9:00 PM 0 1 0 7 9 11 5 1 0 0 0 0 0 0 0 0 0 34
10:00 PM 0 0 1 5 14 7 4 1 0 0 0 0 0 0 0 0 0 32
11:00 PM 0 0 0 1 6 4 2 1 0 0 0 0 0 0 0 0 0 14
2 3 39 226 508 493 160 31 1 0 0 0 0 0 0 0 0

0.1% 0.2% 2.7% 15.4% 34.7% 33.7% 10.9% 2.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.6 mph Mean (Average) Speed 29.5 mph 85th Percentile 34.6 mph 10 mph Pace mph
95th Percentile 37.6 mph Percent in Pace 68.6 %
Thursday, January 9, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

24.3 - 34.3
Time
1,463Total
2 Project Manager: (415) 310-6469
[email protected]
348
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 4 5 0 0 0 0 0 0 0 0 0 0 0 11
1:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 2 1 1 1 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 0 0 2 6 5 0 0 0 0 0 0 0 0 0 0 0 13
7:00 AM 0 0 0 2 13 3 3 1 0 0 0 0 0 0 0 0 0 22
8:00 AM 0 0 0 20 16 20 9 1 0 0 0 0 0 0 0 0 0 66
9:00 AM 0 1 0 13 27 14 6 0 0 0 0 0 0 0 0 0 0 61
10:00 AM 0 1 0 11 16 15 6 1 0 0 0 0 0 0 0 0 0 50
11:00 AM 0 1 0 5 24 19 6 0 0 0 0 0 0 0 0 0 0 55
12:00 PM 0 0 1 8 33 18 13 2 0 0 0 0 0 0 0 0 0 75
1:00 PM 0 1 0 11 21 28 11 1 1 0 0 0 0 0 0 0 0 74
2:00 PM 0 1 0 7 26 30 19 3 0 0 0 0 0 0 0 0 0 86
3:00 PM 0 0 2 6 36 53 11 6 0 0 0 0 0 0 0 0 0 114
4:00 PM 0 1 2 16 39 36 19 1 0 0 0 0 0 0 0 0 0 114
5:00 PM 0 0 3 14 48 41 14 1 0 0 0 0 0 0 0 0 0 121
6:00 PM 0 0 0 17 41 30 8 2 0 0 0 0 0 0 0 0 0 98
7:00 PM 0 0 1 8 47 30 8 2 0 0 0 0 0 0 0 0 0 96
8:00 PM 0 0 0 10 20 21 1 0 0 0 0 0 0 0 0 0 0 52
9:00 PM 0 0 1 4 18 17 4 2 0 0 0 0 0 0 0 0 0 46
10:00 PM 0 0 0 5 10 9 7 0 0 0 0 0 0 0 0 0 0 31
11:00 PM 0 0 0 2 10 7 3 0 0 0 0 0 0 0 0 0 0 22
0 6 10 166 459 404 150 23 1 0 0 0 0 0 0 0 0

0.0% 0.5% 0.8% 13.6% 37.7% 33.1% 12.3% 1.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.6 mph Mean (Average) Speed 29.9 mph 85th Percentile 34.9 mph 10 mph Pace mph
95th Percentile 37.8 mph Percent in Pace 71.53 %
Thursday, January 9, 2025
Speed Range (mph)Time
1,219Total
Daily Percentile Speed Summary Speed Statistics

24.8 - 34.8
3 Project Manager: (415) 310-6469
[email protected]
349
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 0 8 5 1 0 0 0 0 0 0 0 0 0 0 15
1:00 AM 0 0 0 1 4 3 2 0 0 0 0 0 0 0 0 0 0 10
2:00 AM 0 0 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4
4:00 AM 0 0 0 2 4 3 2 0 0 0 0 0 0 0 0 0 0 11
5:00 AM 0 0 0 1 2 5 1 2 1 0 0 0 0 0 0 0 0 12
6:00 AM 0 0 0 1 9 9 4 1 0 0 0 0 0 0 0 0 0 24
7:00 AM 0 0 0 6 15 8 7 2 0 0 0 0 0 0 0 0 0 38
8:00 AM 0 0 3 11 21 26 8 0 0 0 0 0 0 0 0 0 0 69
9:00 AM 0 0 2 4 35 35 15 1 0 0 0 0 0 0 0 0 0 92
10:00 AM 0 0 1 13 40 34 11 5 0 0 0 0 0 0 0 0 0 104
11:00 AM 0 2 1 19 32 38 7 0 0 0 0 0 0 0 0 0 0 99
12:00 PM 0 0 3 17 47 38 9 1 0 0 0 0 0 0 0 0 0 115
1:00 PM 0 0 1 17 47 46 8 2 0 0 0 0 0 0 0 0 0 121
2:00 PM 0 0 8 21 42 41 7 1 0 0 0 0 0 0 0 0 0 120
3:00 PM 0 0 5 22 36 31 7 0 0 0 0 0 0 0 0 0 0 101
4:00 PM 0 2 1 17 47 24 7 1 0 0 0 0 0 0 0 0 0 99
5:00 PM 0 0 8 34 51 29 5 0 0 0 0 0 0 0 0 0 0 127
6:00 PM 0 0 1 18 39 25 3 0 0 0 0 0 0 0 0 0 0 86
7:00 PM 0 0 1 12 24 7 4 0 0 0 0 0 0 0 0 0 0 48
8:00 PM 0 0 2 7 25 22 4 0 0 0 0 0 0 0 0 0 0 60
9:00 PM 0 2 0 3 12 13 2 2 0 0 0 0 0 0 0 0 0 34
10:00 PM 0 0 0 2 15 5 2 1 0 0 1 0 0 0 0 0 0 26
11:00 PM 0 0 1 3 3 7 1 2 0 0 0 0 0 0 0 0 0 17
0 7 38 232 563 457 118 21 1 0 1 0 0 0 0 0 0

0.0% 0.5% 2.6% 16.1% 39.2% 31.8% 8.2% 1.5% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.1 mph Mean (Average) Speed 29.1 mph 85th Percentile 33.9 mph 10 mph Pace mph
95th Percentile 37.2 mph Percent in Pace 72.6 %
Saturday, January 11, 2025
Speed Range (mph)Time
Total 1,438
Daily Percentile Speed Summary Speed Statistics

24.4 - 34.4
4 Project Manager: (415) 310-6469
[email protected]
350
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 10 12 3 0 0 0 0 0 0 0 0 0 0 26
1:00 AM 0 0 0 4 3 3 1 0 0 0 0 0 0 0 0 0 0 11
2:00 AM 0 0 0 1 3 3 0 0 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
4:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2
7:00 AM 0 0 0 3 7 4 4 0 0 0 0 0 0 0 0 0 0 18
8:00 AM 0 0 0 0 8 13 7 2 0 0 0 0 0 0 0 0 0 30
9:00 AM 0 0 0 8 20 23 2 3 1 0 0 0 0 0 0 0 0 57
10:00 AM 0 1 0 5 22 23 4 1 0 0 0 0 0 0 0 0 0 56
11:00 AM 0 0 2 12 38 33 15 1 0 0 0 0 0 0 0 0 0 101
12:00 PM 0 1 3 14 28 34 11 0 0 1 0 0 0 0 0 0 0 92
1:00 PM 0 0 1 15 35 38 15 2 0 0 0 0 0 0 0 0 0 106
2:00 PM 0 2 2 10 24 33 11 2 0 0 0 0 0 0 0 0 0 84
3:00 PM 0 1 1 9 33 44 16 4 1 0 0 0 0 0 0 0 0 109
4:00 PM 0 0 0 22 43 20 12 1 0 0 0 0 0 0 0 0 0 98
5:00 PM 0 0 5 12 39 33 10 1 0 0 0 0 0 0 0 0 0 100
6:00 PM 0 0 1 13 35 29 9 0 0 0 0 0 0 0 0 0 0 87
7:00 PM 0 1 0 12 31 15 4 0 0 0 0 0 0 0 0 0 0 63
8:00 PM 0 0 2 11 22 32 6 0 0 0 0 0 0 0 0 0 0 73
9:00 PM 0 0 1 11 23 15 3 1 0 0 0 0 0 0 0 0 0 54
10:00 PM 0 0 0 4 15 13 2 0 0 0 0 0 0 0 0 0 0 34
11:00 PM 0 0 0 1 10 6 1 0 0 0 0 0 0 0 0 0 0 18
0 6 18 169 453 427 139 18 2 1 0 0 0 0 0 0 0

0.0% 0.5% 1.5% 13.7% 36.7% 34.6% 11.3% 1.5% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.8 mph Mean (Average) Speed 29.7 mph 85th Percentile 34.7 mph 10 mph Pace mph
95th Percentile 37.8 mph Percent in Pace 71.7 %
Time
Total 1,233

24.6 - 34.6
Saturday, January 11, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
5 Project Manager: (415) 310-6469
[email protected]
351
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 1 1 5 3 1 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 1 1 2 1 1 0 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 0 1 2 2 0 1 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 0 0 2 4 6 5 1 0 0 0 0 0 0 0 0 0 18
5:00 AM 0 0 0 2 8 9 4 2 1 0 0 0 0 0 0 0 0 26
6:00 AM 0 0 1 3 11 20 9 2 0 0 0 0 0 0 0 0 0 46
7:00 AM 0 0 1 9 28 35 15 3 0 0 0 0 0 0 0 0 0 91
8:00 AM 0 0 2 14 27 29 9 1 0 0 0 0 0 0 0 0 0 82
9:00 AM 0 0 5 12 35 28 11 2 0 0 0 0 0 0 0 0 0 93
10:00 AM 0 0 2 13 35 25 9 3 0 0 0 0 0 0 0 0 0 87
11:00 AM 0 2 2 13 29 37 9 1 0 0 0 0 0 0 0 0 0 93
12:00 PM 1 0 4 13 38 38 11 2 0 0 0 0 0 0 0 0 0 107
1:00 PM 0 1 2 14 42 37 11 2 0 0 0 0 0 0 0 0 0 109
2:00 PM 0 0 5 19 34 40 9 3 0 0 0 0 0 0 0 0 0 110
3:00 PM 0 0 4 18 34 33 6 1 0 0 0 0 0 0 0 0 0 96
4:00 PM 0 1 2 19 45 29 7 1 0 0 0 0 0 0 0 0 0 104
5:00 PM 0 0 5 26 44 28 3 1 0 0 0 0 0 0 0 0 0 107
6:00 PM 0 0 2 20 40 20 4 0 0 0 0 0 0 0 0 0 0 86
7:00 PM 0 0 2 11 21 15 5 1 0 0 0 0 0 0 0 0 0 55
8:00 PM 0 0 3 11 24 21 4 0 0 0 0 0 0 0 0 0 0 63
9:00 PM 0 2 0 5 11 12 4 2 0 0 0 0 0 0 0 0 0 36
10:00 PM 0 0 1 4 15 6 3 1 0 0 1 0 0 0 0 0 0 31
11:00 PM 0 0 1 2 5 6 2 2 0 0 0 0 0 0 0 0 0 18
1 7 46 234 541 482 143 33 1 0 1 0 0 0 0 0 0

0.1% 0.5% 3.1% 15.7% 36.3% 32.4% 9.6% 2.2% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 29.3 mph Mean (Average) Speed 29.3 mph 85th Percentile 34.2 mph 10 mph Pace 24.5 - 34.5 mph 95th Percentile 37.4 mph Percent in Pace 70.5 %
Total Study Average
Time
Total 1,489
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 6 Project Manager: (415) 310-6469
[email protected]
352
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 to 1/11/2025
Site Code: 01
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 7 9 2 0 0 0 0 0 0 0 0 0 0 20
1:00 AM 0 0 0 2 3 2 1 0 0 0 0 0 0 0 0 0 0 8
2:00 AM 0 0 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 4
6:00 AM 0 0 0 2 4 3 0 0 0 0 0 0 0 0 0 0 0 9
7:00 AM 0 0 0 3 10 4 4 1 0 0 0 0 0 0 0 0 0 22
8:00 AM 0 0 0 10 12 17 8 2 0 0 0 0 0 0 0 0 0 49
9:00 AM 0 1 0 11 24 19 4 2 1 0 0 0 0 0 0 0 0 62
10:00 AM 0 1 0 8 19 19 5 1 0 0 0 0 0 0 0 0 0 53
11:00 AM 0 1 1 9 31 26 11 1 0 0 0 0 0 0 0 0 0 80
12:00 PM 0 1 2 11 31 26 12 1 0 1 0 0 0 0 0 0 0 85
1:00 PM 0 1 1 13 28 33 13 2 1 0 0 0 0 0 0 0 0 92
2:00 PM 0 2 1 9 25 32 15 3 0 0 0 0 0 0 0 0 0 87
3:00 PM 0 1 2 8 35 49 14 5 1 0 0 0 0 0 0 0 0 115
4:00 PM 0 1 1 19 41 28 16 1 0 0 0 0 0 0 0 0 0 107
5:00 PM 0 0 4 13 44 37 12 1 0 0 0 0 0 0 0 0 0 111
6:00 PM 0 0 1 15 38 30 9 1 0 0 0 0 0 0 0 0 0 94
7:00 PM 0 1 1 10 39 23 6 1 0 0 0 0 0 0 0 0 0 81
8:00 PM 0 0 1 11 21 27 4 0 0 0 0 0 0 0 0 0 0 64
9:00 PM 0 0 1 8 21 16 4 2 0 0 0 0 0 0 0 0 0 52
10:00 PM 0 0 0 5 13 11 5 0 0 0 0 0 0 0 0 0 0 34
11:00 PM 0 0 0 2 10 7 2 0 0 0 0 0 0 0 0 0 0 21
0 10 16 174 460 422 150 24 3 1 0 0 0 0 0 0 0

0.0% 0.8% 1.3% 13.8% 36.5% 33.5% 11.9% 1.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 29.6 mph Mean (Average) Speed 29.8 mph 85th Percentile 34.7 mph 10 mph Pace 24.6 - 34.6 mph 95th Percentile 37.8 mph Percent in Pace 71.5 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 1,260
Total Study Average
Speed Range (mph)
7 Project Manager: (415) 310-6469
[email protected]
353
Location: John Muir Pkwy, W/O Tioga Loop
Date Range: 1/9/2025 - 1/15/2025
Site Code: 01
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 7 11 18 - - - 15 26 41 - - - - - - - - - - - - 7 11 18 1:00 AM 2 3 5 - - - 10 11 21 - - - - - - - - - - - - 2 3 5 2:00 AM 3 5 8 - - - 6 7 13 - - - - - - - - - - - - 3 5 8 3:00 AM 5 0 5 - - - 4 2 6 - - - - - - - - - - - - 5 0 5 4:00 AM 22 1 23 - - - 11 2 13 - - - - - - - - - - - - 22 1 23 5:00 AM 38 3 41 - - - 12 3 15 - - - - - - - - - - - - 38 3 41 6:00 AM 64 13 77 - - - 24 2 26 - - - - - - - - - - - - 64 13 77 7:00 AM 141 22 163 - - - 38 18 56 - - - - - - - - - - - - 141 22 163 8:00 AM 93 66 159 - - - 69 30 99 - - - - - - - - - - - - 93 66 159 9:00 AM 91 61 152 - - - 92 57 149 - - - - - - - - - - - - 91 61 152 10:00 AM 66 50 116 - - - 104 56 160 - - - - - - - - - - - - 66 50 116 11:00 AM 83 55 138 - - - 99 101 200 - - - - - - - - - - - - 83 55 138 12:00 PM 96 75 171 - - - 115 92 207 - - - - - - - - - - - - 96 75 171 1:00 PM 90 74 164 - - - 121 106 227 - - - - - - - - - - - - 90 74 164 2:00 PM 95 86 181 - - - 120 84 204 - - - - - - - - - - - - 95 86 181 3:00 PM 88 114 202 - - - 101 109 210 - - - - - - - - - - - - 88 114 202 4:00 PM 108 114 222 - - - 99 98 197 - - - - - - - - - - - - 108 114 222 5:00 PM 85 121 206 - - - 127 100 227 - - - - - - - - - - - - 85 121 206 6:00 PM 86 98 184 - - - 86 87 173 - - - - - - - - - - - - 86 98 184 7:00 PM 58 96 154 - - - 48 63 111 - - - - - - - - - - - - 58 96 154 8:00 PM 62 52 114 - - - 60 73 133 - - - - - - - - - - - - 62 52 114 9:00 PM 34 46 80 - - - 34 54 88 - - - - - - - - - - - - 34 46 80 10:00 PM 32 31 63 - - - 26 34 60 - - - - - - - - - - - - 32 31 63 11:00 PM 14 22 36 - - - 17 18 35 - - - - - - - - - - - - 14 22 36 Total 1,463 1,219 2,682 - - - 1,438 1,233 2,671 - - - - - - - - - - - - 1,463 1,219 2,682 Percent 55% 45% - - 54% 46% - - - - - - - - 55% 45%
AM Peak 07:00 08:00 07:00 - - - 10:00 11:00 11:00 - - - - - - - - - - - - 07:00 08:00 07:00 Vol. 141 66 163 - - - 104 101 200 - - - - - - - - - - - - 141 66 163 PM Peak 16:00 17:00 16:00 - - - 17:00 15:00 13:00 - - - - - - - - - - - - 16:00 17:00 16:00 Vol. 108 121 222 - - - 127 109 227 - - - - - - - - - - - - 108 121 222

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average1/15/20251/9/2025 1/10/2025 1/11/2025 1/12/2025 1/13/2025 1/14/2025 1 Project Manager: (415) 310-6469
[email protected]
354
Location: Tioga Loop, N/O John Muir Pkwy
Direction: Northbound / Southbound
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 25 168 220 21 1 0 0 0 0 0 0 0 0 0 0 0 0

5.7% 38.6% 50.6% 4.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 42 139 236 17 0 0 0 0 0 0 0 0 0 0 0 0 0

9.7% 32.0% 54.4% 3.9% 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% 67 307 456 38 1 0 0 0 0 0 0 0 0 0 0 0 0

7.7% 35.3% 52.5% 4.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 15.3 mph Mean (Average) Speed 15.2 mph

18.3 mph 10 mph Pace 10.5 - 20.5 mph

20.2 mph Percent in Pace 89.7 %
50th Percentile (Median) 15.5 mph Mean (Average) Speed 15.0 mph

18.2 mph 10 mph Pace 10.6 - 20.6 mph

19.8 mph Percent in Pace 88.3 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
869
434
435
SouthboundSouthbound
NorthboundNorthbound
Total
Southbound
Northbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
355
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
7:00 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
8:00 AM 1 6 14 1 0 0 0 0 0 0 0 0 0 0 0 0 0 22
9:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
10:00 AM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
11:00 AM 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
12:00 PM 0 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
1:00 PM 1 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
2:00 PM 1 3 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 15
3:00 PM 0 13 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26
4:00 PM 1 8 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
5:00 PM 3 8 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23
6:00 PM 1 2 16 2 0 0 0 0 0 0 0 0 0 0 0 0 0 21
7:00 PM 0 15 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 25
8:00 PM 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
9:00 PM 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12 91 112 7 0 0 0 0 0 0 0 0 0 0 0 0 0

5.4% 41.0% 50.5% 3.2% 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% 50th Percentile (Median) 15.3 mph Mean (Average) Speed 15.1 mph 85th Percentile 18.2 mph 10 mph Pace mph
95th Percentile 19.5 mph Percent in Pace 91.9 %
Thursday, January 9, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

10.0 - 20.0
Time
222Total
2 Project Manager: (415) 310-6469
[email protected]
356
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
6:00 AM 0 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
7:00 AM 2 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22
8:00 AM 3 5 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24
9:00 AM 2 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12
10:00 AM 2 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17
11:00 AM 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
12:00 PM 1 6 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14
1:00 PM 2 5 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18
2:00 PM 0 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
3:00 PM 0 2 14 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17
4:00 PM 1 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
5:00 PM 1 2 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
6:00 PM 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 9
7:00 PM 3 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
8:00 PM 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
9:00 PM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
23 68 123 5 0 0 0 0 0 0 0 0 0 0 0 0 0

10.5% 31.1% 56.2% 2.3% 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% 50th Percentile (Median) 15.7 mph Mean (Average) Speed 14.9 mph 85th Percentile 18.1 mph 10 mph Pace mph
95th Percentile 19.3 mph Percent in Pace 87.21 %
Thursday, January 9, 2025
Speed Range (mph)Time
219Total
Daily Percentile Speed Summary Speed Statistics

10.0 - 20.0
3 Project Manager: (415) 310-6469
[email protected]
357
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
6:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
7:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
8:00 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
9:00 AM 0 4 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
10:00 AM 1 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7
11:00 AM 1 8 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
12:00 PM 0 3 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
1:00 PM 0 7 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13
2:00 PM 0 5 5 1 1 0 0 0 0 0 0 0 0 0 0 0 0 12
3:00 PM 1 7 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 19
4:00 PM 0 4 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
5:00 PM 7 14 8 2 0 0 0 0 0 0 0 0 0 0 0 0 0 31
6:00 PM 1 8 11 2 0 0 0 0 0 0 0 0 0 0 0 0 0 22
7:00 PM 1 5 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
8:00 PM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
9:00 PM 0 5 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10
10:00 PM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
11:00 PM 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
13 77 108 14 1 0 0 0 0 0 0 0 0 0 0 0 0

6.1% 36.2% 50.7% 6.6% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 15.4 mph Mean (Average) Speed 15.3 mph 85th Percentile 18.8 mph 10 mph Pace mph
95th Percentile 20.4 mph Percent in Pace 89.2 %
Saturday, January 11, 2025
Speed Range (mph)Time
Total 213
Daily Percentile Speed Summary Speed Statistics

11.0 - 21.0
4 Project Manager: (415) 310-6469
[email protected]
358
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
6:00 AM 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
7:00 AM 1 2 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 9
8:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
9:00 AM 0 3 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
10:00 AM 0 6 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12
11:00 AM 1 3 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14
12:00 PM 1 12 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23
1:00 PM 1 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
2:00 PM 1 3 10 2 0 0 0 0 0 0 0 0 0 0 0 0 0 16
3:00 PM 6 4 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 20
4:00 PM 0 7 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13
5:00 PM 4 4 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
6:00 PM 0 4 8 2 0 0 0 0 0 0 0 0 0 0 0 0 0 14
7:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
8:00 PM 0 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
9:00 PM 0 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
11:00 PM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
19 71 113 12 0 0 0 0 0 0 0 0 0 0 0 0 0

8.8% 33.0% 52.6% 5.6% 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% 50th Percentile (Median) 15.5 mph Mean (Average) Speed 15.2 mph 85th Percentile 18.3 mph 10 mph Pace mph
95th Percentile 20.0 mph Percent in Pace 89.77 %
Time
Total 215

10.6 - 20.6
Saturday, January 11, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
5 Project Manager: (415) 310-6469
[email protected]
359
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
6:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
7:00 AM 0 3 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6
8:00 AM 1 5 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
9:00 AM 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
10:00 AM 1 3 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10
11:00 AM 1 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
12:00 PM 0 4 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13
1:00 PM 1 5 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13
2:00 PM 1 4 7 2 1 0 0 0 0 0 0 0 0 0 0 0 0 15
3:00 PM 1 10 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23
4:00 PM 1 6 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
5:00 PM 5 11 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 27
6:00 PM 1 5 14 2 0 0 0 0 0 0 0 0 0 0 0 0 0 22
7:00 PM 1 10 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 20
8:00 PM 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
9:00 PM 1 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 9
10:00 PM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
11:00 PM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
18 88 116 16 1 0 0 0 0 0 0 0 0 0 0 0 0

7.5% 36.8% 48.5% 6.7% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 15.3 mph Mean (Average) Speed 15.2 mph 85th Percentile 18.3 mph 10 mph Pace 10.5 - 20.5 mph 95th Percentile 20.2 mph Percent in Pace 89.7 %
Total Study Average
Time
Total 239
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 6 Project Manager: (415) 310-6469
[email protected]
360
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 02
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 AM 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 1 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
7:00 AM 2 6 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
8:00 AM 2 4 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
9:00 AM 1 2 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14
10:00 AM 1 7 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
11:00 AM 1 4 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
12:00 PM 1 9 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 19
1:00 PM 2 5 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17
2:00 PM 1 4 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
3:00 PM 3 3 12 1 0 0 0 0 0 0 0 0 0 0 0 0 0 19
4:00 PM 1 7 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16
5:00 PM 3 3 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14
6:00 PM 1 4 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12
7:00 PM 2 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
8:00 PM 1 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8
9:00 PM 1 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
10:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
26 75 122 12 0 0 0 0 0 0 0 0 0 0 0 0 0

11.1% 31.9% 51.9% 5.1% 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% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 15.5 mph Mean (Average) Speed 15.0 mph 85th Percentile 18.2 mph 10 mph Pace 10.6 - 20.6 mph 95th Percentile 19.8 mph Percent in Pace 88.3 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 235
Total Study Average
Speed Range (mph)
7 Project Manager: (415) 310-6469
[email protected]
361
Location: Tioga Loop, N/O John Muir Pkwy
Date Range: 1/9/2025 - 1/15/2025
Site Code: 02
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 4 0 4 - - - 2 0 2 - - - - - - - - - - - - 4 0 4 1:00 AM 1 0 1 - - - 0 1 1 - - - - - - - - - - - - 1 0 1 2:00 AM 1 0 1 - - - 1 2 3 - - - - - - - - - - - - 1 0 1 3:00 AM 0 0 0 - - - 1 0 1 - - - - - - - - - - - - 0 0 0 4:00 AM 1 1 2 - - - 0 2 2 - - - - - - - - - - - - 1 1 2 5:00 AM 0 7 7 - - - 1 1 2 - - - - - - - - - - - - 0 7 7 6:00 AM 4 7 11 - - - 3 5 8 - - - - - - - - - - - - 4 7 11 7:00 AM 8 22 30 - - - 2 9 11 - - - - - - - - - - - - 8 22 30 8:00 AM 22 24 46 - - - 7 5 12 - - - - - - - - - - - - 22 24 46 9:00 AM 7 12 19 - - - 11 15 26 - - - - - - - - - - - - 7 12 19 10:00 AM 9 17 26 - - - 7 12 19 - - - - - - - - - - - - 9 17 26 11:00 AM 8 8 16 - - - 16 14 30 - - - - - - - - - - - - 8 8 16 12:00 PM 9 14 23 - - - 15 23 38 - - - - - - - - - - - - 9 14 23 1:00 PM 9 18 27 - - - 13 13 26 - - - - - - - - - - - - 9 18 27 2:00 PM 15 12 27 - - - 12 16 28 - - - - - - - - - - - - 15 12 27 3:00 PM 26 17 43 - - - 19 20 39 - - - - - - - - - - - - 26 17 43 4:00 PM 16 16 32 - - - 13 13 26 - - - - - - - - - - - - 16 16 32 5:00 PM 23 11 34 - - - 31 15 46 - - - - - - - - - - - - 23 11 34 6:00 PM 21 9 30 - - - 22 14 36 - - - - - - - - - - - - 21 9 30 7:00 PM 25 11 36 - - - 13 6 19 - - - - - - - - - - - - 25 11 36 8:00 PM 5 7 12 - - - 5 6 11 - - - - - - - - - - - - 5 7 12 9:00 PM 5 4 9 - - - 10 15 25 - - - - - - - - - - - - 5 4 9 10:00 PM 2 0 2 - - - 4 4 8 - - - - - - - - - - - - 2 0 2 11:00 PM 1 2 3 - - - 5 4 9 - - - - - - - - - - - - 1 2 3 Total 222 219 441 - - - 213 215 428 - - - - - - - - - - - - 222 219 441 Percent 50% 50% - - 50% 50% - - - - - - - - 50% 50%
AM Peak 08:00 08:00 08:00 - - - 11:00 09:00 11:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 22 24 46 - - - 16 15 30 - - - - - - - - - - - - 22 24 46 PM Peak 15:00 13:00 15:00 - - - 17:00 12:00 17:00 - - - - - - - - - - - - 15:00 13:00 15:00 Vol. 26 18 43 - - - 31 23 46 - - - - - - - - - - - - 26 18 43

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average1/15/20251/9/2025 1/10/2025 1/11/2025 1/12/2025 1/13/2025 1/14/2025 1 Project Manager: (415) 310-6469
[email protected]
362
Location: Yosemite Pl, N/O John Muir Pkwy
Direction: Northbound / Southbound
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 43 297 157 1 0 0 0 0 0 0 0 0 0 0 0 0 0

8.6% 59.6% 31.5% 0.2% 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% 40 303 162 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7.9% 60.0% 32.1% 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% 83 600 319 1 0 0 0 0 0 0 0 0 0 0 0 0 0

8.3% 59.8% 31.8% 0.1% 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% 50th Percentile (Median) 13.9 mph Mean (Average) Speed 13.7 mph

16.3 mph 10 mph Pace 8.9 - 18.9 mph

17.4 mph Percent in Pace 96.0 %
50th Percentile (Median) 14.0 mph Mean (Average) Speed 13.8 mph

16.3 mph 10 mph Pace 8.6 - 18.6 mph

17.7 mph Percent in Pace 96.0 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
1,003
505
498
SouthboundSouthbound
NorthboundNorthbound
Total
Southbound
Northbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
363
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
6:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
7:00 AM 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
8:00 AM 6 22 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34
9:00 AM 1 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
10:00 AM 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 AM 3 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
12:00 PM 0 6 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
1:00 PM 0 7 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15
2:00 PM 1 14 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18
3:00 PM 1 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30
4:00 PM 3 14 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23
5:00 PM 2 23 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29
6:00 PM 0 9 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
7:00 PM 0 6 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
8:00 PM 4 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
9:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
10:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
23 150 83 1 0 0 0 0 0 0 0 0 0 0 0 0 0

8.9% 58.4% 32.3% 0.4% 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% 50th Percentile (Median) 14.0 mph Mean (Average) Speed 13.7 mph 85th Percentile 16.4 mph 10 mph Pace mph
95th Percentile 17.6 mph Percent in Pace 96.1 %
Thursday, January 9, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

8.9 - 18.9
Time
257Total
2 Project Manager: (415) 310-6469
[email protected]
364
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 1 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
6:00 AM 0 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
7:00 AM 4 21 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35
8:00 AM 3 34 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46
9:00 AM 1 10 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
10:00 AM 1 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
11:00 AM 1 6 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
12:00 PM 2 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
1:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
2:00 PM 0 10 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
3:00 PM 1 6 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
4:00 PM 5 10 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
5:00 PM 2 12 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19
6:00 PM 2 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
7:00 PM 0 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
8:00 PM 0 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
9:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
23 156 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8.3% 56.5% 35.1% 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% 50th Percentile (Median) 14.0 mph Mean (Average) Speed 13.8 mph 85th Percentile 16.7 mph 10 mph Pace mph
95th Percentile 17.7 mph Percent in Pace 94.93 %
Thursday, January 9, 2025
Speed Range (mph)Time
276Total
Daily Percentile Speed Summary Speed Statistics

8.6 - 18.6
3 Project Manager: (415) 310-6469
[email protected]
365
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
9:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
10:00 AM 1 7 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
11:00 AM 1 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
12:00 PM 2 13 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25
1:00 PM 3 13 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22
2:00 PM 5 13 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25
3:00 PM 1 11 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
4:00 PM 1 16 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19
5:00 PM 3 11 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18
6:00 PM 0 16 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
7:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
8:00 PM 2 11 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
9:00 PM 0 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
10:00 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
20 147 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8.3% 61.0% 30.7% 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% 50th Percentile (Median) 13.8 mph Mean (Average) Speed 13.7 mph 85th Percentile 16.3 mph 10 mph Pace mph
95th Percentile 17.2 mph Percent in Pace 96.3 %
Saturday, January 11, 2025
Speed Range (mph)Time
Total 241
Daily Percentile Speed Summary Speed Statistics

8.3 - 18.3
4 Project Manager: (415) 310-6469
[email protected]
366
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
6:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
7:00 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
8:00 AM 1 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
9:00 AM 1 8 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
10:00 AM 0 11 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18
11:00 AM 2 13 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
12:00 PM 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19
1:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
2:00 PM 1 10 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
3:00 PM 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
4:00 PM 3 11 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
5:00 PM 5 15 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22
6:00 PM 1 11 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
7:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
8:00 PM 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11
9:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
10:00 PM 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
11:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
17 147 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7.4% 64.2% 28.4% 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% 50th Percentile (Median) 14.0 mph Mean (Average) Speed 13.8 mph 85th Percentile 16.0 mph 10 mph Pace mph
95th Percentile 17.5 mph Percent in Pace 97.38 %
Time
Total 229

8.6 - 18.6
Saturday, January 11, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
5 Project Manager: (415) 310-6469
[email protected]
367
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
1:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
7:00 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
8:00 AM 3 14 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
9:00 AM 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
10:00 AM 1 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
11:00 AM 2 6 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12
12:00 PM 1 10 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20
1:00 PM 2 10 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 20
2:00 PM 3 14 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22
3:00 PM 1 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26
4:00 PM 2 15 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
5:00 PM 3 17 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24
6:00 PM 0 13 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18
7:00 PM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
8:00 PM 3 10 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
9:00 PM 0 8 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13
10:00 PM 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
23 153 84 1 0 0 0 0 0 0 0 0 0 0 0 0 0

8.8% 58.6% 32.2% 0.4% 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% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 13.9 mph Mean (Average) Speed 13.7 mph 85th Percentile 16.3 mph 10 mph Pace 8.9 - 18.9 mph 95th Percentile 17.4 mph Percent in Pace 96.0 %
Total Study Average
Time
Total 261
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 6 Project Manager: (415) 310-6469
[email protected]
368
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 03
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
6:00 AM 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8
7:00 AM 3 12 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21
8:00 AM 2 20 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28
9:00 AM 1 9 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14
10:00 AM 1 9 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17
11:00 AM 2 10 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18
12:00 PM 1 9 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
1:00 PM 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9
2:00 PM 1 10 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16
3:00 PM 1 6 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15
4:00 PM 4 11 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19
5:00 PM 4 14 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22
6:00 PM 2 7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14
7:00 PM 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
8:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10
9:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
10:00 PM 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
11:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
24 158 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8.9% 58.5% 32.6% 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% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 14.0 mph Mean (Average) Speed 13.8 mph 85th Percentile 16.3 mph 10 mph Pace 8.6 - 18.6 mph 95th Percentile 17.7 mph Percent in Pace 96.0 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 270
Total Study Average
Speed Range (mph)
7 Project Manager: (415) 310-6469
[email protected]
369
Location: Yosemite Pl, N/O John Muir Pkwy
Date Range: 1/9/2025 - 1/15/2025
Site Code: 03
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 1 0 1 - - - 4 1 5 - - - - - - - - - - - - 1 0 1 1:00 AM 3 1 4 - - - 3 2 5 - - - - - - - - - - - - 3 1 4 2:00 AM 0 1 1 - - - 0 0 0 - - - - - - - - - - - - 0 1 1 3:00 AM 0 1 1 - - - 0 3 3 - - - - - - - - - - - - 0 1 1 4:00 AM 0 4 4 - - - 1 1 2 - - - - - - - - - - - - 0 4 4 5:00 AM 4 11 15 - - - 0 3 3 - - - - - - - - - - - - 4 11 15 6:00 AM 4 9 13 - - - 0 5 5 - - - - - - - - - - - - 4 9 13 7:00 AM 5 35 40 - - - 1 4 5 - - - - - - - - - - - - 5 35 40 8:00 AM 34 46 80 - - - 8 10 18 - - - - - - - - - - - - 34 46 80 9:00 AM 7 15 22 - - - 2 13 15 - - - - - - - - - - - - 7 15 22 10:00 AM 6 15 21 - - - 10 18 28 - - - - - - - - - - - - 6 15 21 11:00 AM 9 12 21 - - - 13 21 34 - - - - - - - - - - - - 9 12 21 12:00 PM 13 11 24 - - - 25 19 44 - - - - - - - - - - - - 13 11 24 1:00 PM 15 6 21 - - - 22 10 32 - - - - - - - - - - - - 15 6 21 2:00 PM 18 16 34 - - - 25 15 40 - - - - - - - - - - - - 18 16 34 3:00 PM 30 16 46 - - - 21 12 33 - - - - - - - - - - - - 30 16 46 4:00 PM 23 21 44 - - - 19 16 35 - - - - - - - - - - - - 23 21 44 5:00 PM 29 19 48 - - - 18 22 40 - - - - - - - - - - - - 29 19 48 6:00 PM 13 12 25 - - - 21 15 36 - - - - - - - - - - - - 13 12 25 7:00 PM 11 12 23 - - - 8 7 15 - - - - - - - - - - - - 11 12 23 8:00 PM 15 7 22 - - - 16 11 27 - - - - - - - - - - - - 15 7 22 9:00 PM 9 3 12 - - - 15 8 23 - - - - - - - - - - - - 9 3 12 10:00 PM 6 2 8 - - - 6 8 14 - - - - - - - - - - - - 6 2 8 11:00 PM 2 1 3 - - - 3 5 8 - - - - - - - - - - - - 2 1 3 Total 257 276 533 - - - 241 229 470 - - - - - - - - - - - - 257 276 533 Percent 48% 52% - - 51% 49% - - - - - - - - 48% 52%
AM Peak 08:00 08:00 08:00 - - - 11:00 11:00 11:00 - - - - - - - - - - - - 08:00 08:00 08:00 Vol. 34 46 80 - - - 13 21 34 - - - - - - - - - - - - 34 46 80 PM Peak 15:00 16:00 17:00 - - - 12:00 17:00 12:00 - - - - - - - - - - - - 15:00 16:00 17:00 Vol. 30 21 48 - - - 25 22 44 - - - - - - - - - - - - 30 21 48

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average1/15/20251/9/2025 1/10/2025 1/11/2025 1/12/2025 1/13/2025 1/14/2025 1 Project Manager: (415) 310-6469
[email protected]
370
Location: John Muir Pkwy, E/O Tsushima St
Direction: Eastbound / Westbound
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 0 8 50 534 1,858 1,620 576 98 16 1 0 0 0 0 0 0 0

0.0% 0.2% 1.1% 11.2% 39.0% 34.0% 12.1% 2.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 16 148 728 479 735 1,132 491 91 14 2 0 1 0 0 0 0 0

0.4% 3.9% 19.0% 12.5% 19.2% 29.5% 12.8% 2.4% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 16 156 778 1,013 2,593 2,752 1,067 189 30 3 0 1 0 0 0 0 0

0.2% 1.8% 9.0% 11.8% 30.2% 32.0% 12.4% 2.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.9 mph Mean (Average) Speed 30.1 mph

34.9 mph 10 mph Pace 24.3 - 34.3 mph

37.9 mph Percent in Pace 73.2 %
50th Percentile (Median) 29.1 mph Mean (Average) Speed 27.5 mph

35.1 mph 10 mph Pace 26.8 - 36.8 mph

38.6 mph Percent in Pace 50.1 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
8,598
3,837
4,761
WestboundWestbound
EastboundEastbound
Total
Westbound
Eastbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
371
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 0 0 7
1:00 AM 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 3
2:00 AM 0 0 1 1 4 2 0 0 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 1 0 1 5 0 3 1 0 0 0 0 0 0 0 0 0 11
4:00 AM 0 0 0 4 8 10 7 0 1 0 0 0 0 0 0 0 0 30
5:00 AM 0 0 1 10 31 29 7 1 1 0 0 0 0 0 0 0 0 80
6:00 AM 0 0 0 5 50 47 15 3 0 0 0 0 0 0 0 0 0 120
7:00 AM 0 0 5 33 107 66 19 4 1 0 0 0 0 0 0 0 0 235
8:00 AM 0 1 1 39 86 48 19 1 0 0 0 0 0 0 0 0 0 195
9:00 AM 0 0 1 26 60 56 17 2 1 0 0 0 0 0 0 0 0 163
10:00 AM 0 1 2 19 56 51 8 1 0 0 0 0 0 0 0 0 0 138
11:00 AM 0 0 0 12 38 54 21 3 0 0 0 0 0 0 0 0 0 128
12:00 PM 0 1 2 16 58 43 27 5 1 0 0 0 0 0 0 0 0 153
1:00 PM 0 0 2 13 36 55 28 2 0 0 0 0 0 0 0 0 0 136
2:00 PM 0 0 2 10 50 53 24 4 0 0 0 0 0 0 0 0 0 143
3:00 PM 0 0 2 17 54 53 17 5 0 0 0 0 0 0 0 0 0 148
4:00 PM 0 0 3 18 60 50 25 3 0 0 0 0 0 0 0 0 0 159
5:00 PM 0 0 4 29 66 42 6 1 0 0 0 0 0 0 0 0 0 148
6:00 PM 0 0 2 23 64 36 10 0 0 0 0 0 0 0 0 0 0 135
7:00 PM 0 0 1 12 44 26 11 1 1 0 0 0 0 0 0 0 0 96
8:00 PM 0 0 1 18 36 22 6 0 1 0 0 0 0 0 0 0 0 84
9:00 PM 0 0 0 7 21 17 2 1 0 0 0 0 0 0 0 0 0 48
10:00 PM 0 0 0 7 19 10 5 2 1 0 0 0 0 0 0 0 0 44
11:00 PM 0 0 1 1 6 8 0 0 1 0 0 0 0 0 0 0 0 17
0 4 31 324 962 779 279 40 10 0 0 0 0 0 0 0 0

0.0% 0.2% 1.3% 13.3% 39.6% 32.1% 11.5% 1.6% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.5 mph Mean (Average) Speed 29.8 mph 85th Percentile 34.6 mph 10 mph Pace mph
95th Percentile 37.8 mph Percent in Pace 73.1 %
Thursday, January 9, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

24.3 - 34.3
Time
2,429Total
2 Project Manager: (415) 310-6469
[email protected]
372
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 3 1 6 6 1 0 0 0 0 0 0 0 0 0 0 17
1:00 AM 0 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 1 1 1 2 0 1 0 0 0 0 0 0 0 0 0 6
3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 AM 0 1 1 4 1 3 0 0 0 0 0 0 0 0 0 0 0 10
6:00 AM 1 2 5 3 5 8 0 1 0 0 0 0 0 0 0 0 0 25
7:00 AM 1 4 13 10 16 11 5 0 0 0 0 0 0 0 0 0 0 60
8:00 AM 2 5 26 24 34 26 13 1 0 0 0 0 0 0 0 0 0 131
9:00 AM 0 3 9 9 14 23 11 5 1 0 0 0 0 0 0 0 0 75
10:00 AM 0 0 13 11 17 15 13 3 1 0 0 0 0 0 0 0 0 73
11:00 AM 0 2 21 12 17 28 14 1 0 0 0 0 0 0 0 0 0 95
12:00 PM 0 4 23 20 22 21 25 2 0 0 0 0 0 0 0 0 0 117
1:00 PM 0 5 15 20 12 36 22 2 0 0 0 1 0 0 0 0 0 113
2:00 PM 0 4 30 12 20 40 19 7 0 0 0 0 0 0 0 0 0 132
3:00 PM 0 5 31 30 31 52 25 5 4 1 0 0 0 0 0 0 0 184
4:00 PM 0 6 44 29 34 45 33 3 1 0 0 0 0 0 0 0 0 195
5:00 PM 0 14 49 33 44 53 20 2 0 0 0 0 0 0 0 0 0 215
6:00 PM 4 3 26 17 43 45 11 1 0 0 0 0 0 0 0 0 0 150
7:00 PM 0 6 17 15 40 40 19 3 0 0 0 0 0 0 0 0 0 140
8:00 PM 1 2 19 9 20 23 3 1 0 0 0 0 0 0 0 0 0 78
9:00 PM 0 4 17 8 14 17 7 1 0 0 0 0 0 0 0 0 0 68
10:00 PM 0 1 6 5 7 17 5 2 0 0 0 0 0 0 0 0 0 43
11:00 PM 0 0 2 2 8 10 1 0 0 0 0 0 0 0 0 0 0 23
9 71 374 276 411 521 247 41 7 1 0 1 0 0 0 0 0

0.5% 3.6% 19.1% 14.1% 21.0% 26.6% 12.6% 2.1% 0.4% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 28.4 mph Mean (Average) Speed 27.3 mph 85th Percentile 35.1 mph 10 mph Pace mph
95th Percentile 38.4 mph Percent in Pace 48.49 %
Thursday, January 9, 2025
Speed Range (mph)Time
1,959Total
Daily Percentile Speed Summary Speed Statistics

26.1 - 36.1
3 Project Manager: (415) 310-6469
[email protected]
373
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 8 4 3 0 0 0 0 0 0 0 0 0 0 15
1:00 AM 0 0 0 0 3 6 3 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 0 0 1 2 6 0 0 0 0 0 0 0 0 0 0 0 9
3:00 AM 0 0 0 2 5 4 1 0 0 0 0 0 0 0 0 0 0 12
4:00 AM 0 0 0 4 3 6 1 0 1 0 0 0 0 0 0 0 0 15
5:00 AM 0 0 1 4 6 6 4 1 2 0 0 0 0 0 0 0 0 24
6:00 AM 0 0 0 2 21 19 8 1 0 0 0 0 0 0 0 0 0 51
7:00 AM 0 1 0 9 22 23 9 4 0 0 0 0 0 0 0 0 0 68
8:00 AM 0 0 0 4 45 49 16 1 0 0 0 0 0 0 0 0 0 115
9:00 AM 0 0 1 9 45 73 28 6 0 0 0 0 0 0 0 0 0 162
10:00 AM 0 0 0 3 76 56 24 9 0 0 0 0 0 0 0 0 0 168
11:00 AM 0 0 3 20 71 61 24 4 1 0 0 0 0 0 0 0 0 184
12:00 PM 0 1 0 15 74 66 24 5 1 0 0 0 0 0 0 0 0 186
1:00 PM 0 0 1 8 45 77 40 6 0 0 0 0 0 0 0 0 0 177
2:00 PM 0 0 2 15 59 66 24 3 1 0 0 0 0 0 0 0 0 170
3:00 PM 0 0 2 11 62 58 20 5 0 1 0 0 0 0 0 0 0 159
4:00 PM 0 0 2 20 58 67 13 3 0 0 0 0 0 0 0 0 0 163
5:00 PM 0 1 3 17 96 57 14 0 0 0 0 0 0 0 0 0 0 188
6:00 PM 0 0 1 19 71 43 6 1 0 0 0 0 0 0 0 0 0 141
7:00 PM 0 0 0 16 35 23 4 1 0 0 0 0 0 0 0 0 0 79
8:00 PM 0 1 1 16 29 21 14 2 0 0 0 0 0 0 0 0 0 84
9:00 PM 0 0 1 10 20 24 6 2 0 0 0 0 0 0 0 0 0 63
10:00 PM 0 0 1 3 25 16 5 2 0 0 0 0 0 0 0 0 0 52
11:00 PM 0 0 0 2 15 10 6 2 0 0 0 0 0 0 0 0 0 35
0 4 19 210 896 841 297 58 6 1 0 0 0 0 0 0 0

0.0% 0.2% 0.8% 9.0% 38.4% 36.1% 12.7% 2.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 30.2 mph Mean (Average) Speed 30.4 mph 85th Percentile 35.1 mph 10 mph Pace mph
95th Percentile 38.1 mph Percent in Pace 74.5 %
Saturday, January 11, 2025
Speed Range (mph)Time
Total 2,332
Daily Percentile Speed Summary Speed Statistics

25.2 - 35.2
4 Project Manager: (415) 310-6469
[email protected]
374
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 2 5 1 3 16 9 0 0 0 0 0 0 0 0 0 0 36
1:00 AM 0 1 2 4 2 4 1 0 0 0 0 0 0 0 0 0 0 14
2:00 AM 0 0 0 1 2 3 2 0 0 0 0 0 0 0 0 0 0 8
3:00 AM 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 0 1 1 0 2 0 0 1 0 0 0 0 0 0 0 0 5
6:00 AM 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 4
7:00 AM 0 1 2 1 8 6 6 0 0 0 0 0 0 0 0 0 0 24
8:00 AM 0 2 7 7 3 13 14 2 0 0 0 0 0 0 0 0 0 48
9:00 AM 0 0 11 8 8 30 16 4 0 0 0 0 0 0 0 0 0 77
10:00 AM 0 1 15 13 16 26 10 3 2 0 0 0 0 0 0 0 0 86
11:00 AM 1 5 23 14 18 49 21 8 0 0 0 0 0 0 0 0 0 139
12:00 PM 0 6 29 16 15 46 23 7 0 0 0 0 0 0 0 0 0 142
1:00 PM 0 3 34 19 27 41 26 2 2 0 0 0 0 0 0 0 0 154
2:00 PM 0 8 30 20 18 40 18 7 1 0 0 0 0 0 0 0 0 142
3:00 PM 0 2 14 25 13 54 31 9 0 1 0 0 0 0 0 0 0 149
4:00 PM 3 7 28 12 38 42 15 3 0 0 0 0 0 0 0 0 0 148
5:00 PM 1 11 27 20 27 59 11 3 1 0 0 0 0 0 0 0 0 160
6:00 PM 1 8 34 16 34 46 10 0 0 0 0 0 0 0 0 0 0 149
7:00 PM 0 6 18 3 28 35 4 1 0 0 0 0 0 0 0 0 0 95
8:00 PM 1 8 22 9 28 33 10 0 0 0 0 0 0 0 0 0 0 111
9:00 PM 0 1 25 8 16 27 7 1 0 0 0 0 0 0 0 0 0 85
10:00 PM 0 5 14 2 11 22 5 0 0 0 0 0 0 0 0 0 0 59
11:00 PM 0 0 12 1 8 13 2 0 0 0 0 0 0 0 0 0 0 36
7 77 354 203 324 611 244 50 7 1 0 0 0 0 0 0 0

0.4% 4.1% 18.8% 10.8% 17.3% 32.5% 13.0% 2.7% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 29.8 mph Mean (Average) Speed 27.8 mph 85th Percentile 35.2 mph 10 mph Pace mph
95th Percentile 38.7 mph Percent in Pace 51.92 %
Time
Total 1,878

26.8 - 36.8
Saturday, January 11, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
5 Project Manager: (415) 310-6469
[email protected]
375
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 5 3 3 0 0 0 0 0 0 0 0 0 0 12
1:00 AM 0 0 0 1 2 3 2 0 1 0 0 0 0 0 0 0 0 9
2:00 AM 0 0 1 1 3 4 0 0 0 0 0 0 0 0 0 0 0 9
3:00 AM 0 1 0 2 5 2 2 1 0 0 0 0 0 0 0 0 0 13
4:00 AM 0 0 0 4 6 8 4 0 1 0 0 0 0 0 0 0 0 23
5:00 AM 0 0 1 7 19 18 6 1 2 0 0 0 0 0 0 0 0 54
6:00 AM 0 0 0 4 36 33 12 2 0 0 0 0 0 0 0 0 0 87
7:00 AM 0 1 3 21 65 45 14 4 1 0 0 0 0 0 0 0 0 154
8:00 AM 0 1 1 22 66 49 18 1 0 0 0 0 0 0 0 0 0 158
9:00 AM 0 0 1 18 53 65 23 4 1 0 0 0 0 0 0 0 0 165
10:00 AM 0 1 1 11 66 54 16 5 0 0 0 0 0 0 0 0 0 154
11:00 AM 0 0 2 16 55 58 23 4 1 0 0 0 0 0 0 0 0 159
12:00 PM 0 1 1 16 66 55 26 5 1 0 0 0 0 0 0 0 0 171
1:00 PM 0 0 2 11 41 66 34 4 0 0 0 0 0 0 0 0 0 158
2:00 PM 0 0 2 13 55 60 24 4 1 0 0 0 0 0 0 0 0 159
3:00 PM 0 0 2 14 58 56 19 5 0 1 0 0 0 0 0 0 0 155
4:00 PM 0 0 3 19 59 59 19 3 0 0 0 0 0 0 0 0 0 162
5:00 PM 0 1 4 23 81 50 10 1 0 0 0 0 0 0 0 0 0 170
6:00 PM 0 0 2 21 68 40 8 1 0 0 0 0 0 0 0 0 0 140
7:00 PM 0 0 1 14 40 25 8 1 1 0 0 0 0 0 0 0 0 90
8:00 PM 0 1 1 17 33 22 10 1 1 0 0 0 0 0 0 0 0 86
9:00 PM 0 0 1 9 21 21 4 2 0 0 0 0 0 0 0 0 0 58
10:00 PM 0 0 1 5 22 13 5 2 1 0 0 0 0 0 0 0 0 49
11:00 PM 0 0 1 2 11 9 3 1 1 0 0 0 0 0 0 0 0 28
0 7 31 272 936 818 293 52 13 1 0 0 0 0 0 0 0

0.0% 0.3% 1.3% 11.2% 38.6% 33.8% 12.1% 2.1% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 29.9 mph Mean (Average) Speed 30.1 mph 85th Percentile 34.9 mph 10 mph Pace 24.3 - 34.3 mph 95th Percentile 37.9 mph Percent in Pace 73.2 %
Total Study Average
Time
Total 2,423
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 6 Project Manager: (415) 310-6469
[email protected]
376
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 to 1/11/2025
Site Code: 04
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 4 1 5 11 5 0 0 0 0 0 0 0 0 0 0 27
1:00 AM 0 1 2 3 3 2 1 0 0 0 0 0 0 0 0 0 0 12
2:00 AM 0 0 1 1 2 3 1 1 0 0 0 0 0 0 0 0 0 9
3:00 AM 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3
4:00 AM 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 1 1 3 1 3 0 0 1 0 0 0 0 0 0 0 0 10
6:00 AM 1 1 3 2 3 5 1 1 0 0 0 0 0 0 0 0 0 17
7:00 AM 1 3 8 6 12 9 6 0 0 0 0 0 0 0 0 0 0 45
8:00 AM 1 4 17 16 19 20 14 2 0 0 0 0 0 0 0 0 0 93
9:00 AM 0 2 10 9 11 27 14 5 1 0 0 0 0 0 0 0 0 79
10:00 AM 0 1 14 12 17 21 12 3 2 0 0 0 0 0 0 0 0 82
11:00 AM 1 4 22 13 18 39 18 5 0 0 0 0 0 0 0 0 0 120
12:00 PM 0 5 26 18 19 34 24 5 0 0 0 0 0 0 0 0 0 131
1:00 PM 0 4 25 20 20 39 24 2 1 0 0 1 0 0 0 0 0 136
2:00 PM 0 6 30 16 19 40 19 7 1 0 0 0 0 0 0 0 0 138
3:00 PM 0 4 23 28 22 53 28 7 2 1 0 0 0 0 0 0 0 168
4:00 PM 2 7 36 21 36 44 24 3 1 0 0 0 0 0 0 0 0 174
5:00 PM 1 13 38 27 36 56 16 3 1 0 0 0 0 0 0 0 0 191
6:00 PM 3 6 30 17 39 46 11 1 0 0 0 0 0 0 0 0 0 153
7:00 PM 0 6 18 9 34 38 12 2 0 0 0 0 0 0 0 0 0 119
8:00 PM 1 5 21 9 24 28 7 1 0 0 0 0 0 0 0 0 0 96
9:00 PM 0 3 21 8 15 22 7 1 0 0 0 0 0 0 0 0 0 77
10:00 PM 0 3 10 4 9 20 5 1 0 0 0 0 0 0 0 0 0 52
11:00 PM 0 0 7 2 8 12 2 0 0 0 0 0 0 0 0 0 0 31
11 80 369 246 373 574 252 50 10 1 0 1 0 0 0 0 0

0.6% 4.1% 18.8% 12.5% 19.0% 29.2% 12.8% 2.5% 0.5% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 29.1 mph Mean (Average) Speed 27.5 mph 85th Percentile 35.1 mph 10 mph Pace 26.8 - 36.8 mph 95th Percentile 38.6 mph Percent in Pace 50.1 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 1,967
Total Study Average
Speed Range (mph)
7 Project Manager: (415) 310-6469
[email protected]
377
Location: John Muir Pkwy, E/O Tsushima St
Date Range: 1/9/2025 - 1/15/2025
Site Code: 04
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 7 17 24 - - - 15 36 51 - - - - - - - - - - - - 7 17 24 1:00 AM 3 7 10 - - - 12 14 26 - - - - - - - - - - - - 3 7 10 2:00 AM 8 6 14 - - - 9 8 17 - - - - - - - - - - - - 8 6 14 3:00 AM 11 1 12 - - - 12 3 15 - - - - - - - - - - - - 11 1 12 4:00 AM 30 1 31 - - - 15 4 19 - - - - - - - - - - - - 30 1 31 5:00 AM 80 10 90 - - - 24 5 29 - - - - - - - - - - - - 80 10 90 6:00 AM 120 25 145 - - - 51 4 55 - - - - - - - - - - - - 120 25 145 7:00 AM 235 60 295 - - - 68 24 92 - - - - - - - - - - - - 235 60 295 8:00 AM 195 131 326 - - - 115 48 163 - - - - - - - - - - - - 195 131 326 9:00 AM 163 75 238 - - - 162 77 239 - - - - - - - - - - - - 163 75 238 10:00 AM 138 73 211 - - - 168 86 254 - - - - - - - - - - - - 138 73 211 11:00 AM 128 95 223 - - - 184 139 323 - - - - - - - - - - - - 128 95 223 12:00 PM 153 117 270 - - - 186 142 328 - - - - - - - - - - - - 153 117 270 1:00 PM 136 113 249 - - - 177 154 331 - - - - - - - - - - - - 136 113 249 2:00 PM 143 132 275 - - - 170 142 312 - - - - - - - - - - - - 143 132 275 3:00 PM 148 184 332 - - - 159 149 308 - - - - - - - - - - - - 148 184 332 4:00 PM 159 195 354 - - - 163 148 311 - - - - - - - - - - - - 159 195 354 5:00 PM 148 215 363 - - - 188 160 348 - - - - - - - - - - - - 148 215 363 6:00 PM 135 150 285 - - - 141 149 290 - - - - - - - - - - - - 135 150 285 7:00 PM 96 140 236 - - - 79 95 174 - - - - - - - - - - - - 96 140 236 8:00 PM 84 78 162 - - - 84 111 195 - - - - - - - - - - - - 84 78 162 9:00 PM 48 68 116 - - - 63 85 148 - - - - - - - - - - - - 48 68 116 10:00 PM 44 43 87 - - - 52 59 111 - - - - - - - - - - - - 44 43 87 11:00 PM 17 23 40 - - - 35 36 71 - - - - - - - - - - - - 17 23 40 Total 2,429 1,959 4,388 - - - 2,332 1,878 4,210 - - - - - - - - - - - - 2,429 1,959 4,388 Percent 55% 45% - - 55% 45% - - - - - - - - 55% 45%
AM Peak 07:00 08:00 08:00 - - - 11:00 11:00 11:00 - - - - - - - - - - - - 07:00 08:00 08:00 Vol. 235 131 326 - - - 184 139 323 - - - - - - - - - - - - 235 131 326 PM Peak 16:00 17:00 17:00 - - - 17:00 17:00 17:00 - - - - - - - - - - - - 16:00 17:00 17:00 Vol. 159 215 363 - - - 188 160 348 - - - - - - - - - - - - 159 215 363

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average1/15/20251/9/2025 1/10/2025 1/11/2025 1/12/2025 1/13/2025 1/14/2025 1 Project Manager: (415) 310-6469
[email protected]
378
Location: Tsushima St, S/O John Muir Pkwy
Direction: Northbound / Southbound
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12 153 911 419 23 0 0 0 0 0 0 0 0 0 0 0 0

0.8% 10.1% 60.0% 27.6% 1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 8 80 521 410 32 2 0 0 0 0 0 0 0 0 0 0 0

0.8% 7.6% 49.5% 38.9% 3.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 20 233 1,432 829 55 2 0 0 0 0 0 0 0 0 0 0 0

0.8% 9.1% 55.7% 32.2% 2.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 18.5 mph Mean (Average) Speed 18.5 mph

21.4 mph 10 mph Pace 13.3 - 23.3 mph

23.3 mph Percent in Pace 91.4 %
50th Percentile (Median) 19.5 mph Mean (Average) Speed 19.3 mph

22.4 mph 10 mph Pace 14.3 - 24.3 mph

24.2 mph Percent in Pace 89.7 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
2,571
1,053
1,518
SouthboundSouthbound
NorthboundNorthbound
Total
Southbound
Northbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
379
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
3:00 AM 0 2 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 2 17 9 1 0 0 0 0 0 0 0 0 0 0 0 0 29
6:00 AM 0 1 22 18 1 0 0 0 0 0 0 0 0 0 0 0 0 42
7:00 AM 1 4 50 19 1 0 0 0 0 0 0 0 0 0 0 0 0 75
8:00 AM 0 5 32 21 1 0 0 0 0 0 0 0 0 0 0 0 0 59
9:00 AM 0 5 40 18 1 0 0 0 0 0 0 0 0 0 0 0 0 64
10:00 AM 0 7 32 14 1 0 0 0 0 0 0 0 0 0 0 0 0 54
11:00 AM 0 3 23 9 1 0 0 0 0 0 0 0 0 0 0 0 0 36
12:00 PM 0 5 32 13 0 0 0 0 0 0 0 0 0 0 0 0 0 50
1:00 PM 2 8 24 5 1 0 0 0 0 0 0 0 0 0 0 0 0 40
2:00 PM 0 2 30 17 1 0 0 0 0 0 0 0 0 0 0 0 0 50
3:00 PM 1 8 21 17 0 0 0 0 0 0 0 0 0 0 0 0 0 47
4:00 PM 0 7 32 11 1 0 0 0 0 0 0 0 0 0 0 0 0 51
5:00 PM 0 2 34 15 0 0 0 0 0 0 0 0 0 0 0 0 0 51
6:00 PM 1 6 27 12 0 0 0 0 0 0 0 0 0 0 0 0 0 46
7:00 PM 0 5 14 12 0 0 0 0 0 0 0 0 0 0 0 0 0 31
8:00 PM 0 5 9 3 1 0 0 0 0 0 0 0 0 0 0 0 0 18
9:00 PM 0 3 15 1 0 0 0 0 0 0 0 0 0 0 0 0 0 19
10:00 PM 0 1 8 4 1 0 0 0 0 0 0 0 0 0 0 0 0 14
11:00 PM 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5
5 84 470 225 13 0 0 0 0 0 0 0 0 0 0 0 0

0.6% 10.5% 59.0% 28.2% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 18.6 mph Mean (Average) Speed 18.5 mph 85th Percentile 21.4 mph 10 mph Pace mph
95th Percentile 23.6 mph Percent in Pace 90.3 %
Thursday, January 9, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

13.3 - 23.3
Time
797Total
2 Project Manager: (415) 310-6469
[email protected]
380
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 7
6:00 AM 0 0 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 7
7:00 AM 0 4 27 17 2 0 0 0 0 0 0 0 0 0 0 0 0 50
8:00 AM 0 3 21 19 1 0 0 0 0 0 0 0 0 0 0 0 0 44
9:00 AM 0 1 12 7 2 0 0 0 0 0 0 0 0 0 0 0 0 22
10:00 AM 1 0 7 10 1 0 0 0 0 0 0 0 0 0 0 0 0 19
11:00 AM 2 2 16 11 2 0 0 0 0 0 0 0 0 0 0 0 0 33
12:00 PM 0 1 17 12 0 1 0 0 0 0 0 0 0 0 0 0 0 31
1:00 PM 0 3 19 10 1 0 0 0 0 0 0 0 0 0 0 0 0 33
2:00 PM 1 2 16 18 3 0 0 0 0 0 0 0 0 0 0 0 0 40
3:00 PM 1 2 18 19 1 0 0 0 0 0 0 0 0 0 0 0 0 41
4:00 PM 0 7 39 22 2 0 0 0 0 0 0 0 0 0 0 0 0 70
5:00 PM 1 4 32 28 0 0 0 0 0 0 0 0 0 0 0 0 0 65
6:00 PM 0 6 26 10 1 0 0 0 0 0 0 0 0 0 0 0 0 43
7:00 PM 0 0 13 11 0 0 0 0 0 0 0 0 0 0 0 0 0 24
8:00 PM 1 3 5 11 0 0 0 0 0 0 0 0 0 0 0 0 0 20
9:00 PM 0 0 16 3 0 0 0 0 0 0 0 0 0 0 0 0 0 19
10:00 PM 0 1 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 9
11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
7 39 297 224 17 1 0 0 0 0 0 0 0 0 0 0 0

1.2% 6.7% 50.8% 38.3% 2.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 19.3 mph Mean (Average) Speed 19.3 mph 85th Percentile 22.3 mph 10 mph Pace mph
95th Percentile 24.2 mph Percent in Pace 90.43 %
Thursday, January 9, 2025
Speed Range (mph)Time
585Total
Daily Percentile Speed Summary Speed Statistics

14.3 - 24.3
3 Project Manager: (415) 310-6469
[email protected]
381
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3
3:00 AM 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 9
6:00 AM 0 0 18 3 1 0 0 0 0 0 0 0 0 0 0 0 0 22
7:00 AM 0 5 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 23
8:00 AM 0 2 22 15 0 0 0 0 0 0 0 0 0 0 0 0 0 39
9:00 AM 1 4 26 21 1 0 0 0 0 0 0 0 0 0 0 0 0 53
10:00 AM 3 4 22 16 1 0 0 0 0 0 0 0 0 0 0 0 0 46
11:00 AM 0 6 45 11 1 0 0 0 0 0 0 0 0 0 0 0 0 63
12:00 PM 1 2 34 25 0 0 0 0 0 0 0 0 0 0 0 0 0 62
1:00 PM 0 4 31 22 1 0 0 0 0 0 0 0 0 0 0 0 0 58
2:00 PM 1 5 28 10 0 0 0 0 0 0 0 0 0 0 0 0 0 44
3:00 PM 0 5 41 13 2 0 0 0 0 0 0 0 0 0 0 0 0 61
4:00 PM 0 9 40 6 0 0 0 0 0 0 0 0 0 0 0 0 0 55
5:00 PM 0 8 32 5 0 0 0 0 0 0 0 0 0 0 0 0 0 45
6:00 PM 1 4 23 13 0 0 0 0 0 0 0 0 0 0 0 0 0 41
7:00 PM 0 4 18 3 1 0 0 0 0 0 0 0 0 0 0 0 0 26
8:00 PM 0 6 6 3 1 0 0 0 0 0 0 0 0 0 0 0 0 16
9:00 PM 0 0 13 5 0 0 0 0 0 0 0 0 0 0 0 0 0 18
10:00 PM 0 0 11 3 0 0 0 0 0 0 0 0 0 0 0 0 0 14
11:00 PM 0 0 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 12
7 69 441 194 10 0 0 0 0 0 0 0 0 0 0 0 0

1.0% 9.6% 61.2% 26.9% 1.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 18.3 mph Mean (Average) Speed 18.4 mph 85th Percentile 21.3 mph 10 mph Pace mph
95th Percentile 22.8 mph Percent in Pace 92.7 %
Saturday, January 11, 2025
Speed Range (mph)Time
Total 721
Daily Percentile Speed Summary Speed Statistics

13.3 - 23.3
4 Project Manager: (415) 310-6469
[email protected]
382
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5
1:00 AM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4
5:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
6:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
7:00 AM 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 7
8:00 AM 0 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10
9:00 AM 0 0 8 11 1 0 0 0 0 0 0 0 0 0 0 0 0 20
10:00 AM 0 3 13 12 1 0 0 0 0 0 0 0 0 0 0 0 0 29
11:00 AM 0 3 12 15 2 0 0 0 0 0 0 0 0 0 0 0 0 32
12:00 PM 0 1 19 14 1 1 0 0 0 0 0 0 0 0 0 0 0 36
1:00 PM 0 3 16 28 1 0 0 0 0 0 0 0 0 0 0 0 0 48
2:00 PM 0 4 22 22 0 0 0 0 0 0 0 0 0 0 0 0 0 48
3:00 PM 0 4 14 11 2 0 0 0 0 0 0 0 0 0 0 0 0 31
4:00 PM 1 4 18 7 1 0 0 0 0 0 0 0 0 0 0 0 0 31
5:00 PM 0 2 23 7 2 0 0 0 0 0 0 0 0 0 0 0 0 34
6:00 PM 0 4 21 9 1 0 0 0 0 0 0 0 0 0 0 0 0 35
7:00 PM 0 4 10 4 1 0 0 0 0 0 0 0 0 0 0 0 0 19
8:00 PM 0 3 12 8 1 0 0 0 0 0 0 0 0 0 0 0 0 24
9:00 PM 0 0 12 8 0 0 0 0 0 0 0 0 0 0 0 0 0 20
10:00 PM 0 1 8 5 0 0 0 0 0 0 0 0 0 0 0 0 0 14
11:00 PM 0 1 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 13
1 41 224 186 15 1 0 0 0 0 0 0 0 0 0 0 0

0.2% 8.8% 47.9% 39.7% 3.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 19.5 mph Mean (Average) Speed 19.3 mph 85th Percentile 22.6 mph 10 mph Pace mph
95th Percentile 24.3 mph Percent in Pace 88.89 %
Time
Total 468

13.6 - 23.6
Saturday, January 11, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics
5 Project Manager: (415) 310-6469
[email protected]
383
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Northbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
1:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2:00 AM 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5
3:00 AM 0 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 6
4:00 AM 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6
5:00 AM 0 1 11 7 1 0 0 0 0 0 0 0 0 0 0 0 0 20
6:00 AM 0 1 20 11 1 0 0 0 0 0 0 0 0 0 0 0 0 33
7:00 AM 1 5 30 14 1 0 0 0 0 0 0 0 0 0 0 0 0 51
8:00 AM 0 4 27 18 1 0 0 0 0 0 0 0 0 0 0 0 0 50
9:00 AM 1 5 33 20 1 0 0 0 0 0 0 0 0 0 0 0 0 60
10:00 AM 2 6 27 15 1 0 0 0 0 0 0 0 0 0 0 0 0 51
11:00 AM 0 5 34 10 1 0 0 0 0 0 0 0 0 0 0 0 0 50
12:00 PM 1 4 33 19 0 0 0 0 0 0 0 0 0 0 0 0 0 57
1:00 PM 1 6 28 14 1 0 0 0 0 0 0 0 0 0 0 0 0 50
2:00 PM 1 4 29 14 1 0 0 0 0 0 0 0 0 0 0 0 0 49
3:00 PM 1 7 31 15 1 0 0 0 0 0 0 0 0 0 0 0 0 55
4:00 PM 0 8 36 9 1 0 0 0 0 0 0 0 0 0 0 0 0 54
5:00 PM 0 5 33 10 0 0 0 0 0 0 0 0 0 0 0 0 0 48
6:00 PM 1 5 25 13 0 0 0 0 0 0 0 0 0 0 0 0 0 44
7:00 PM 0 5 16 8 1 0 0 0 0 0 0 0 0 0 0 0 0 30
8:00 PM 0 6 8 3 1 0 0 0 0 0 0 0 0 0 0 0 0 18
9:00 PM 0 2 14 3 0 0 0 0 0 0 0 0 0 0 0 0 0 19
10:00 PM 0 1 10 4 1 0 0 0 0 0 0 0 0 0 0 0 0 16
11:00 PM 0 1 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 10
9 85 459 216 16 0 0 0 0 0 0 0 0 0 0 0 0

1.1% 10.8% 58.5% 27.5% 2.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 18.5 mph Mean (Average) Speed 18.5 mph 85th Percentile 21.4 mph 10 mph Pace 13.3 - 23.3 mph 95th Percentile 23.3 mph Percent in Pace 91.4 %
Total Study Average
Time
Total 785
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 6 Project Manager: (415) 310-6469
[email protected]
384
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 to 1/11/2025
Site Code: 05
Southbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4
1:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4:00 AM 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 5
5:00 AM 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5
6:00 AM 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5
7:00 AM 0 3 14 11 1 0 0 0 0 0 0 0 0 0 0 0 0 29
8:00 AM 0 2 12 13 1 0 0 0 0 0 0 0 0 0 0 0 0 28
9:00 AM 0 1 10 9 2 0 0 0 0 0 0 0 0 0 0 0 0 22
10:00 AM 1 2 10 11 1 0 0 0 0 0 0 0 0 0 0 0 0 25
11:00 AM 1 3 14 13 2 0 0 0 0 0 0 0 0 0 0 0 0 33
12:00 PM 0 1 18 13 1 1 0 0 0 0 0 0 0 0 0 0 0 34
1:00 PM 0 3 18 19 1 0 0 0 0 0 0 0 0 0 0 0 0 41
2:00 PM 1 3 19 20 2 0 0 0 0 0 0 0 0 0 0 0 0 45
3:00 PM 1 3 16 15 2 0 0 0 0 0 0 0 0 0 0 0 0 37
4:00 PM 1 6 29 15 2 0 0 0 0 0 0 0 0 0 0 0 0 53
5:00 PM 1 3 28 18 1 0 0 0 0 0 0 0 0 0 0 0 0 51
6:00 PM 0 5 24 10 1 0 0 0 0 0 0 0 0 0 0 0 0 40
7:00 PM 0 2 12 8 1 0 0 0 0 0 0 0 0 0 0 0 0 23
8:00 PM 1 3 9 10 1 0 0 0 0 0 0 0 0 0 0 0 0 24
9:00 PM 0 0 14 6 0 0 0 0 0 0 0 0 0 0 0 0 0 20
10:00 PM 0 1 7 4 0 0 0 0 0 0 0 0 0 0 0 0 0 12
11:00 PM 0 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 8
7 43 265 212 20 1 0 0 0 0 0 0 0 0 0 0 0

1.3% 7.8% 48.4% 38.7% 3.6% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 19.5 mph Mean (Average) Speed 19.3 mph 85th Percentile 22.4 mph 10 mph Pace 14.3 - 24.3 mph 95th Percentile 24.2 mph Percent in Pace 89.7 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 548
Total Study Average
Speed Range (mph)
7 Project Manager: (415) 310-6469
[email protected]
385
Location: Tsushima St, S/O John Muir Pkwy
Date Range: 1/9/2025 - 1/15/2025
Site Code: 05
NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 2 2 - - - 2 5 7 - - - - - - - - - - - - 0 2 2 1:00 AM 0 0 0 - - - 1 4 5 - - - - - - - - - - - - 0 0 0 2:00 AM 4 0 4 - - - 3 1 4 - - - - - - - - - - - - 4 0 4 3:00 AM 5 1 6 - - - 5 0 5 - - - - - - - - - - - - 5 1 6 4:00 AM 7 4 11 - - - 3 4 7 - - - - - - - - - - - - 7 4 11 5:00 AM 29 7 36 - - - 9 2 11 - - - - - - - - - - - - 29 7 36 6:00 AM 42 7 49 - - - 22 1 23 - - - - - - - - - - - - 42 7 49 7:00 AM 75 50 125 - - - 23 7 30 - - - - - - - - - - - - 75 50 125 8:00 AM 59 44 103 - - - 39 10 49 - - - - - - - - - - - - 59 44 103 9:00 AM 64 22 86 - - - 53 20 73 - - - - - - - - - - - - 64 22 86 10:00 AM 54 19 73 - - - 46 29 75 - - - - - - - - - - - - 54 19 73 11:00 AM 36 33 69 - - - 63 32 95 - - - - - - - - - - - - 36 33 69 12:00 PM 50 31 81 - - - 62 36 98 - - - - - - - - - - - - 50 31 81 1:00 PM 40 33 73 - - - 58 48 106 - - - - - - - - - - - - 40 33 73 2:00 PM 50 40 90 - - - 44 48 92 - - - - - - - - - - - - 50 40 90 3:00 PM 47 41 88 - - - 61 31 92 - - - - - - - - - - - - 47 41 88 4:00 PM 51 70 121 - - - 55 31 86 - - - - - - - - - - - - 51 70 121 5:00 PM 51 65 116 - - - 45 34 79 - - - - - - - - - - - - 51 65 116 6:00 PM 46 43 89 - - - 41 35 76 - - - - - - - - - - - - 46 43 89 7:00 PM 31 24 55 - - - 26 19 45 - - - - - - - - - - - - 31 24 55 8:00 PM 18 20 38 - - - 16 24 40 - - - - - - - - - - - - 18 20 38 9:00 PM 19 19 38 - - - 18 20 38 - - - - - - - - - - - - 19 19 38 10:00 PM 14 9 23 - - - 14 14 28 - - - - - - - - - - - - 14 9 23 11:00 PM 5 1 6 - - - 12 13 25 - - - - - - - - - - - - 5 1 6 Total 797 585 1,382 - - - 721 468 1,189 - - - - - - - - - - - - 797 585 1,382 Percent 58% 42% - - 61% 39% - - - - - - - - 58% 42%
AM Peak 07:00 07:00 07:00 - - - 11:00 11:00 11:00 - - - - - - - - - - - - 07:00 07:00 07:00 Vol. 75 50 125 - - - 63 32 95 - - - - - - - - - - - - 75 50 125 PM Peak 16:00 16:00 16:00 - - - 12:00 13:00 13:00 - - - - - - - - - - - - 16:00 16:00 16:00 Vol. 51 70 121 - - - 62 48 106 - - - - - - - - - - - - 51 70 121

1. Mid-week average includes data between Tuesday and Thursday.

Time
Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average1/15/20251/9/2025 1/10/2025 1/11/2025 1/12/2025 1/13/2025 1/14/2025 1 Project Manager: (415) 310-6469
[email protected]
386
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Direction: Eastbound / Westbound
Date Range: 2/1/2025 to 2/1/2025
Site Code: 06
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 0 3 12 121 363 524 244 69 9 3 0 0 0 0 0 0 0

0.0% 0.2% 0.9% 9.0% 26.9% 38.9% 18.1% 5.1% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0 1 16 51 298 493 272 40 6 0 0 0 0 0 0 0 0

0.0% 0.1% 1.4% 4.3% 25.3% 41.9% 23.1% 3.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0 4 28 172 661 1,017 516 109 15 3 0 0 0 0 0 0 0

0.0% 0.2% 1.1% 6.8% 26.2% 40.3% 20.4% 4.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.7 mph Mean (Average) Speed 31.7 mph

36.7 mph 10 mph Pace 26.1 - 36.1 mph

40.5 mph Percent in Pace 68.6 %
50th Percentile (Median) 32.1 mph Mean (Average) Speed 32.1 mph

36.9 mph 10 mph Pace 27.5 - 37.5 mph

39.5 mph Percent in Pace 73.0 %
85th Percentile
95th Percentile
Vehicle Speed Report Summary
Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile
2,525
1,177
1,348
WestboundWestbound
EastboundEastbound
Total
Westbound
Eastbound
Total
VolumeDirection
Speed Range (mph)
95th Percentile
1 Project Manager: (415) 310-6469
[email protected]
387
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Date Range: 2/1/2025 to 2/1/2025
Site Code: 06
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 7 4 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 0 1 5 3 2 1 1 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 0 0 0 5 6 1 1 0 0 0 0 0 0 0 0 0 13
6:00 AM 0 0 0 1 9 13 3 2 0 0 0 0 0 0 0 0 0 28
7:00 AM 0 0 0 4 7 8 12 5 1 0 0 0 0 0 0 0 0 37
8:00 AM 0 0 0 4 16 33 23 4 0 0 0 0 0 0 0 0 0 80
9:00 AM 0 0 1 13 13 44 15 5 0 1 0 0 0 0 0 0 0 92
10:00 AM 0 1 0 8 27 38 16 3 2 0 0 0 0 0 0 0 0 95
11:00 AM 0 0 1 7 30 48 19 3 0 0 0 0 0 0 0 0 0 108
12:00 PM 0 0 3 5 34 44 17 6 1 0 0 0 0 0 0 0 0 110
1:00 PM 0 1 1 13 39 36 19 4 0 1 0 0 0 0 0 0 0 114
2:00 PM 0 0 0 10 19 36 22 7 1 0 0 0 0 0 0 0 0 95
3:00 PM 0 1 1 11 26 35 22 6 2 1 0 0 0 0 0 0 0 105
4:00 PM 0 0 0 4 17 24 16 9 1 0 0 0 0 0 0 0 0 71
5:00 PM 0 0 0 14 31 36 11 4 0 0 0 0 0 0 0 0 0 96
6:00 PM 0 0 1 3 18 29 7 1 1 0 0 0 0 0 0 0 0 60
7:00 PM 0 0 1 3 17 29 13 0 0 0 0 0 0 0 0 0 0 63
8:00 PM 0 0 1 3 24 11 7 0 0 0 0 0 0 0 0 0 0 46
9:00 PM 0 0 1 2 7 12 5 3 0 0 0 0 0 0 0 0 0 30
10:00 PM 0 0 0 2 6 15 2 2 0 0 0 0 0 0 0 0 0 27
11:00 PM 0 0 0 6 10 9 5 1 0 0 0 0 0 0 0 0 0 31
0 3 12 121 363 524 244 69 9 3 0 0 0 0 0 0 0

0.0% 0.2% 0.9% 9.0% 26.9% 38.9% 18.1% 5.1% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 31.7 mph Mean (Average) Speed 31.7 mph 85th Percentile 36.7 mph 10 mph Pace mph
95th Percentile 40.5 mph Percent in Pace 68.6 %
Saturday, February 1, 2025
Speed Range (mph)
Daily Percentile Speed Summary Speed Statistics

26.1 - 36.1
Time
1,348Total
2 Project Manager: (415) 310-6469
[email protected]
388
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Date Range: 2/1/2025 to 2/1/2025
Site Code: 06
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 5 11 7 0 0 0 0 0 0 0 0 0 0 24
1:00 AM 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 1 1 5 4 0 0 0 0 0 0 0 0 0 0 11
3:00 AM 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4
6:00 AM 0 0 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 8
7:00 AM 0 0 0 1 2 7 4 0 2 0 0 0 0 0 0 0 0 16
8:00 AM 0 0 1 1 7 15 6 3 0 0 0 0 0 0 0 0 0 33
9:00 AM 0 0 0 0 10 23 15 4 0 0 0 0 0 0 0 0 0 52
10:00 AM 0 0 4 3 15 33 9 2 0 0 0 0 0 0 0 0 0 66
11:00 AM 0 0 2 3 20 36 22 3 1 0 0 0 0 0 0 0 0 87
12:00 PM 0 1 0 1 15 29 17 2 0 0 0 0 0 0 0 0 0 65
1:00 PM 0 0 0 1 27 35 30 3 0 0 0 0 0 0 0 0 0 96
2:00 PM 0 0 1 8 17 37 14 1 1 0 0 0 0 0 0 0 0 79
3:00 PM 0 0 5 2 21 32 37 3 0 0 0 0 0 0 0 0 0 100
4:00 PM 0 0 0 2 16 29 30 6 2 0 0 0 0 0 0 0 0 85
5:00 PM 0 0 1 7 20 44 15 5 0 0 0 0 0 0 0 0 0 92
6:00 PM 0 0 1 6 24 27 11 3 0 0 0 0 0 0 0 0 0 72
7:00 PM 0 0 1 5 25 30 9 0 0 0 0 0 0 0 0 0 0 70
8:00 PM 0 0 0 0 16 25 8 2 0 0 0 0 0 0 0 0 0 51
9:00 PM 0 0 0 4 24 27 10 2 0 0 0 0 0 0 0 0 0 67
10:00 PM 0 0 0 2 16 26 14 0 0 0 0 0 0 0 0 0 0 58
11:00 PM 0 0 0 1 11 11 3 0 0 0 0 0 0 0 0 0 0 26
0 1 16 51 298 493 272 40 6 0 0 0 0 0 0 0 0

0.0% 0.1% 1.4% 4.3% 25.3% 41.9% 23.1% 3.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50th Percentile (Median) 32.1 mph Mean (Average) Speed 32.1 mph 85th Percentile 36.9 mph 10 mph Pace mph
95th Percentile 39.5 mph Percent in Pace 72.98 %
Saturday, February 1, 2025
Speed Range (mph)Time
1,177Total
Daily Percentile Speed Summary Speed Statistics

27.5 - 37.5
3 Project Manager: (415) 310-6469
[email protected]
389
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Date Range: 2/1/2025 to 2/1/2025
Site Code: 06
Eastbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 7 4 0 0 0 0 0 0 0 0 0 0 13
1:00 AM 0 0 1 5 3 2 1 1 0 0 0 0 0 0 0 0 0 13
2:00 AM 0 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 0 7
3:00 AM 0 0 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 7
4:00 AM 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 7
5:00 AM 0 0 0 0 5 6 1 1 0 0 0 0 0 0 0 0 0 13
6:00 AM 0 0 0 1 9 13 3 2 0 0 0 0 0 0 0 0 0 28
7:00 AM 0 0 0 4 7 8 12 5 1 0 0 0 0 0 0 0 0 37
8:00 AM 0 0 0 4 16 33 23 4 0 0 0 0 0 0 0 0 0 80
9:00 AM 0 0 1 13 13 44 15 5 0 1 0 0 0 0 0 0 0 92
10:00 AM 0 1 0 8 27 38 16 3 2 0 0 0 0 0 0 0 0 95
11:00 AM 0 0 1 7 30 48 19 3 0 0 0 0 0 0 0 0 0 108
12:00 PM 0 0 3 5 34 44 17 6 1 0 0 0 0 0 0 0 0 110
1:00 PM 0 1 1 13 39 36 19 4 0 1 0 0 0 0 0 0 0 114
2:00 PM 0 0 0 10 19 36 22 7 1 0 0 0 0 0 0 0 0 95
3:00 PM 0 1 1 11 26 35 22 6 2 1 0 0 0 0 0 0 0 105
4:00 PM 0 0 0 4 17 24 16 9 1 0 0 0 0 0 0 0 0 71
5:00 PM 0 0 0 14 31 36 11 4 0 0 0 0 0 0 0 0 0 96
6:00 PM 0 0 1 3 18 29 7 1 1 0 0 0 0 0 0 0 0 60
7:00 PM 0 0 1 3 17 29 13 0 0 0 0 0 0 0 0 0 0 63
8:00 PM 0 0 1 3 24 11 7 0 0 0 0 0 0 0 0 0 0 46
9:00 PM 0 0 1 2 7 12 5 3 0 0 0 0 0 0 0 0 0 30
10:00 PM 0 0 0 2 6 15 2 2 0 0 0 0 0 0 0 0 0 27
11:00 PM 0 0 0 6 10 9 5 1 0 0 0 0 0 0 0 0 0 31
0 3 12 121 363 524 244 69 9 3 0 0 0 0 0 0 0

0.0% 0.2% 0.9% 9.0% 26.9% 38.9% 18.1% 5.1% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 31.7 mph Mean (Average) Speed 31.7 mph 85th Percentile 36.7 mph 10 mph Pace 26.1 - 36.1 mph 95th Percentile 40.5 mph Percent in Pace 68.6 %
Total Study Average
Time
Total 1,348
Speed Range (mph)
Total Study Percentile Speed Summary Total Study Speed Statistics 4 Project Manager: (415) 310-6469
[email protected]
390
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Date Range: 2/1/2025 to 2/1/2025
Site Code: 06
Westbound
Total
0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 5 11 7 0 0 0 0 0 0 0 0 0 0 24
1:00 AM 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 7
2:00 AM 0 0 0 1 1 5 4 0 0 0 0 0 0 0 0 0 0 11
3:00 AM 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 5
4:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3
5:00 AM 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4
6:00 AM 0 0 0 1 3 3 1 0 0 0 0 0 0 0 0 0 0 8
7:00 AM 0 0 0 1 2 7 4 0 2 0 0 0 0 0 0 0 0 16
8:00 AM 0 0 1 1 7 15 6 3 0 0 0 0 0 0 0 0 0 33
9:00 AM 0 0 0 0 10 23 15 4 0 0 0 0 0 0 0 0 0 52
10:00 AM 0 0 4 3 15 33 9 2 0 0 0 0 0 0 0 0 0 66
11:00 AM 0 0 2 3 20 36 22 3 1 0 0 0 0 0 0 0 0 87
12:00 PM 0 1 0 1 15 29 17 2 0 0 0 0 0 0 0 0 0 65
1:00 PM 0 0 0 1 27 35 30 3 0 0 0 0 0 0 0 0 0 96
2:00 PM 0 0 1 8 17 37 14 1 1 0 0 0 0 0 0 0 0 79
3:00 PM 0 0 5 2 21 32 37 3 0 0 0 0 0 0 0 0 0 100
4:00 PM 0 0 0 2 16 29 30 6 2 0 0 0 0 0 0 0 0 85
5:00 PM 0 0 1 7 20 44 15 5 0 0 0 0 0 0 0 0 0 92
6:00 PM 0 0 1 6 24 27 11 3 0 0 0 0 0 0 0 0 0 72
7:00 PM 0 0 1 5 25 30 9 0 0 0 0 0 0 0 0 0 0 70
8:00 PM 0 0 0 0 16 25 8 2 0 0 0 0 0 0 0 0 0 51
9:00 PM 0 0 0 4 24 27 10 2 0 0 0 0 0 0 0 0 0 67
10:00 PM 0 0 0 2 16 26 14 0 0 0 0 0 0 0 0 0 0 58
11:00 PM 0 0 0 1 11 11 3 0 0 0 0 0 0 0 0 0 0 26
0 1 16 51 298 493 272 40 6 0 0 0 0 0 0 0 0

0.0% 0.1% 1.4% 4.3% 25.3% 41.9% 23.1% 3.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median) 32.1 mph Mean (Average) Speed 32.1 mph 85th Percentile 36.9 mph 10 mph Pace 27.5 - 37.5 mph 95th Percentile 39.5 mph Percent in Pace 73.0 %
Total Study Percentile Speed Summary Total Study Speed Statistics Time
Total 1,177
Total Study Average
Speed Range (mph)
5 Project Manager: (415) 310-6469
[email protected]
391
Location: John Muir Pkwy, Between Tioga Loop & Yosemite Pl Date Range: 2/1/2025 - 2/7/2025
Site Code: 06
EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 13 24 37 - - - - - - - - - - - - - - - - - -
1:00 AM 13 7 20 - - - - - - - - - - - - - - - - - -
2:00 AM 7 11 18 - - - - - - - - - - - - - - - - - -
3:00 AM 7 5 12 - - - - - - - - - - - - - - - - - -
4:00 AM 7 3 10 - - - - - - - - - - - - - - - - - -
5:00 AM 13 4 17 - - - - - - - - - - - - - - - - - -
6:00 AM 28 8 36 - - - - - - - - - - - - - - - - - -
7:00 AM 37 16 53 - - - - - - - - - - - - - - - - - -
8:00 AM 80 33 113 - - - - - - - - - - - - - - - - - -
9:00 AM 92 52 144 - - - - - - - - - - - - - - - - - -
10:00 AM 95 66 161 - - - - - - - - - - - - - - - - - -
11:00 AM 108 87 195 - - - - - - - - - - - - - - - - - - 12:00 PM 110 65 175 - - - - - - - - - - - - - - - - - - 1:00 PM 114 96 210 - - - - - - - - - - - - - - - - - -
2:00 PM 95 79 174 - - - - - - - - - - - - - - - - - -
3:00 PM 105 100 205 - - - - - - - - - - - - - - - - - - 4:00 PM 71 85 156 - - - - - - - - - - - - - - - - - -
5:00 PM 96 92 188 - - - - - - - - - - - - - - - - - -
6:00 PM 60 72 132 - - - - - - - - - - - - - - - - - -
7:00 PM 63 70 133 - - - - - - - - - - - - - - - - - -
8:00 PM 46 51 97 - - - - - - - - - - - - - - - - - -
9:00 PM 30 67 97 - - - - - - - - - - - - - - - - - -
10:00 PM 27 58 85 - - - - - - - - - - - - - - - - - -
11:00 PM 31 26 57 - - - - - - - - - - - - - - - - - -
Total 1,348 1,177 2,525 - - - - - - - - - - - - - - - - - - Percent 53% 47% - - - - - - - - - - - -
AM Peak 11:00 11:00 11:00 - - - - - - - - - - - - - - - - - - Vol. 108 87 195 - - - - - - - - - - - - - - - - - -
PM Peak 13:00 15:00 13:00 - - - - - - - - - - - - - - - - - - Vol. 114 100 210 - - - - - - - - - - - - - - - - - -

1. Mid-week average includes data between Tuesday and Thursday.

Time
Saturday Sunday Monday Tuesday Wednesday Thursday Friday Mid-Week Average2/7/20252/1/2025 2/2/2025 2/3/2025 2/4/2025 2/5/2025 2/6/2025 1 Project Manager: (415) 310-6469
[email protected]
392
www.idaxdata.com
Date:

Peak Hour Count Period:

Peak Hour:

HV% PHF
EB 1% 0.83
WB 4% 0.66

NB -- --
SB 0% 0.78
TOTAL 2% 0.89
Peak Hour Count Summaries

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:30 AM 0 0 36 0 0 0 4 3 0 0 0 0 0 7 0 0 50 0
7:45 AM 0 1 41 0 0 0 13 1 0 0 0 0 0 8 0 0 64 0
8:00 AM 0 0 25 0 2 0 17 4 0 0 0 0 0 7 0 0 55 0
8:15 AM 1 0 35 0 2 0 20 5 0 0 0 0 0 3 0 0 66 235
1 1 137 0 4 0 54 13 0 0 0 0 0 25 0 0 235
0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
0% 0% 1% - 0% - 6% 0% - - - - - 0% - - 2%

EB WB NB SB EB WB NB SB E W N S
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 1
7:45 AM 1 2 0 0 0 0 0 0 0 2 1 1
8:00 AM 1 0 0 0 0 0 0 0 0 1 1 1
8:15 AM 0 1 0 0 0 0 0 0 0 0 4 3
Peak Hour 2 3 0 0 1 0 0 0 0 3 6 65 1 15
7 1 0 3
1 0
0 1 1
3 0 4
Bicycles Pedestrians (Crossing Leg)
Total Total Total
Interval
Start
Heavy Vehicle Totals
Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count.

Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Peak Hour
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
7:30 AM to 8:30 AM
1/9/2025
7:00 AM to 9:00 AM
1 0
0 0
0 0
6 6
3 0
N
Tioga Loop
John Muir Pkwy
John Muir Pkwy
Tioga Loop
John Muir Pkwy
235TEV:

0.890PHF 0
25 25
14 0
13 54 71
166
4 137
1139
55 1
Robert Donnell
(415) 757-7714 [email protected]
393
www.idaxdata.com
Count Summaries - All Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 21 0 0 0 4 1 0 0 0 0 0 3 0 0 29 0
7:15 AM 0 0 39 0 0 0 1 2 0 0 0 0 0 3 0 0 45 0
7:30 AM 0 0 36 0 0 0 4 3 0 0 0 0 0 7 0 0 50 0
7:45 AM 0 1 41 0 0 0 13 1 0 0 0 0 0 8 0 0 64 188
8:00 AM 0 0 25 0 2 0 17 4 0 0 0 0 0 7 0 0 55 214
8:15 AM 1 0 35 0 2 0 20 5 0 0 0 0 0 3 0 0 66 235
8:30 AM 0 0 15 0 1 0 10 7 0 0 0 0 0 4 0 0 37 222
8:45 AM 0 0 22 0 1 0 17 6 0 0 0 0 0 5 0 1 52 210
Count Total 1 1 234 0 6 0 86 29 0 0 0 0 0 40 0 1 398
1 1 137 0 4 0 54 13 0 0 0 0 0 25 0 0 235
0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
0% 0% 1% - 0% - 6% 0% - - - - - 0% - - 2%

EB WB NB SB EB WB NB SB E W N S
7:00 AM 1 0 0 0 0 0 0 0 0 0 0 1
7:15 AM 1 2 0 0 0 0 0 0 0 1 0 0
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 1
7:45 AM 1 2 0 0 0 0 0 0 0 2 1 1
8:00 AM 1 0 0 0 0 0 0 0 0 1 1 1
8:15 AM 0 1 0 0 0 0 0 0 0 0 4 3
8:30 AM 1 0 0 0 1 0 0 0 0 0 3 2
8:45 AM 0 1 0 0 0 0 0 0 0 0 5 3
Count Total 5 6 0 0 2 0 0 0 0 4 14 12
Peak Hour 2 3 0 0 1 0 0 0 0 3 6 6
11 2 30
5 1 15
1 1 5
1 0 8
1 0 3
1 0 7
0 1 1
3 0 4
1 0 1
3 0 1
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
394
www.idaxdata.com
Count Summaries - Heavy Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:15 AM 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 3 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 7
8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7
8:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5
8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6
8:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4
Count Total 0 0 5 0 0 0 5 1 0 0 0 0 0 0 0 0 11
Pk Hr Heavy 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
Count Summaries - Bikes

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Count Total 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Pk Hr Bike 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
15-min
Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
395
www.idaxdata.com
Date:

Peak Hour Count Period:

Peak Hour:

HV% PHF
EB 1% 0.74
WB 1% 0.84

NB -- --
SB 0% 0.88
TOTAL 1% 0.95
Peak Hour Count Summaries

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:30 PM 0 1 36 0 0 0 23 2 0 0 0 0 0 3 0 0 65 0
4:45 PM 0 1 27 0 0 0 33 3 0 0 0 0 0 3 0 1 68 0
5:00 PM 0 0 19 0 1 0 30 3 0 0 0 0 0 3 0 1 57 0
5:15 PM 0 0 25 0 0 0 33 7 0 0 0 0 0 3 0 0 68 258
0 2 107 0 1 0 119 15 0 0 0 0 0 12 0 2 258
0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2
- 0% 1% - 0% - 1% 0% - - - - - 0% - 0% 1%

EB WB NB SB EB WB NB SB E W N S
4:30 PM 0 0 0 0 0 0 0 0 0 0 2 5
4:45 PM 0 1 0 0 0 0 0 0 0 1 6 6
5:00 PM 1 0 0 0 0 0 0 0 0 3 7 3
5:15 PM 0 0 0 0 0 0 0 0 0 1 4 6
Peak Hour 1 1 0 0 0 0 0 0 0 5 19 202 0 44
11 1 0 13
0 0
0 0 7
1 0 13
Bicycles Pedestrians (Crossing Leg)
Total Total Total
Interval
Start
Heavy Vehicle Totals
Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count.

Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Peak Hour
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
4:30 PM to 5:30 PM
1/9/2025
4:00 PM to 6:00 PM
0 0
0 0
0 0
19 20
5 0
N
Tioga Loop
John Muir Pkwy
John Muir Pkwy
Tioga Loop
John Muir Pkwy
258TEV:

0.948PHF 2
12 14
17 0
15 119 135
120
1 107
2109
121
0 Robert Donnell
(415) 757-7714 [email protected]
396
www.idaxdata.com
Count Summaries - All Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 1 20 0 0 0 27 3 0 0 0 0 0 4 0 0 55 0
4:15 PM 0 0 21 0 1 0 28 5 0 0 0 0 0 2 0 0 57 0
4:30 PM 0 1 36 0 0 0 23 2 0 0 0 0 0 3 0 0 65 0
4:45 PM 0 1 27 0 0 0 33 3 0 0 0 0 0 3 0 1 68 245
5:00 PM 0 0 19 0 1 0 30 3 0 0 0 0 0 3 0 1 57 247
5:15 PM 0 0 25 0 0 0 33 7 0 0 0 0 0 3 0 0 68 258
5:30 PM 0 1 19 0 0 0 21 5 0 0 0 0 0 1 0 1 48 241
5:45 PM 0 0 25 0 0 0 33 6 0 0 0 0 0 2 0 0 66 239
Count Total 0 4 192 0 2 0 228 34 0 0 0 0 0 21 0 3 484
0 2 107 0 1 0 119 15 0 0 0 0 0 12 0 2 258
0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2
- 0% 1% - 0% - 1% 0% - - - - - 0% - 0% 1%

EB WB NB SB EB WB NB SB E W N S
4:00 PM 1 0 0 0 0 0 0 0 0 1 2 2
4:15 PM 1 1 0 0 0 0 0 0 0 1 2 4
4:30 PM 0 0 0 0 0 0 0 0 0 0 2 5
4:45 PM 0 1 0 0 0 0 0 0 0 1 6 6
5:00 PM 1 0 0 0 0 0 0 0 0 3 7 3
5:15 PM 0 0 0 0 0 0 0 0 0 1 4 6
5:30 PM 1 1 0 0 0 0 0 0 0 0 4 2
5:45 PM 0 1 0 0 0 0 0 0 0 0 4 0
Count Total 4 4 0 0 0 0 0 0 0 7 31 28
Peak Hour 1 1 0 0 0 0 0 0 0 5 19 20
8 0 66
2 0 44
2 0 6
1 0 4
1 0 13
0 0 11
0 0 7
1 0 13
1 0 5
2 0 7
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
397
www.idaxdata.com
Count Summaries - Heavy Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
4:15 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4
5:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:30 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 4
5:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4
Count Total 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 8
Pk Hr Heavy 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2
Count Summaries - Bikes

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15-min
Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
Interval
Start
John Muir Pkwy John Muir Pkwy n/a Tioga Loop
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
398
www.idaxdata.com
Date:

Peak Hour Count Period:

Peak Hour:

HV% PHF
EB 1% 0.88
WB 3% 0.79
NB 0% 0.79
SB 0% 0.62
TOTAL 1% 0.92
Peak Hour Count Summaries

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:30 AM 0 0 36 7 0 5 7 3 0 0 0 18 0 7 1 0 84 0
7:45 AM 0 0 38 10 0 9 14 0 0 2 0 22 0 6 7 0 108 0
8:00 AM 0 0 30 7 1 4 21 6 0 2 0 15 0 12 11 0 109 0
8:15 AM 0 0 35 5 0 2 21 8 0 2 0 15 0 12 1 0 101 402
0 0 139 29 1 20 63 17 0 6 0 70 0 37 20 0 402
0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
- - 1% 0% 0% 0% 5% 0% - 0% - 0% - 0% 0% - 1%

EB WB NB SB EB WB NB SB E W N S
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 0
7:45 AM 1 2 0 0 0 0 0 0 1 0 1 1
8:00 AM 1 0 0 0 0 0 0 0 1 0 1 0
8:15 AM 0 1 0 0 0 0 0 0 0 1 2 1
Peak Hour 2 3 0 0 1 0 0 0 2 1 4 25 1 9
4 1 0 2
1 0
0 1 0
3 0 3
Bicycles Pedestrians (Crossing Leg)
Total Total Total
Interval
Start
Heavy Vehicle Totals
Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count.

Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Peak Hour
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
7:30 AM to 8:30 AM
1/9/2025
7:00 AM to 9:00 AM
0 1
0 0
0 0
0 0
0 0
0 0
4 2
1 2
N
Yosemite Pl
John Muir Pkwy
John Muir PkwyTsushima St
John Muir Pkwy
Yosemite Pl
402TEV:

0.9220PHF: 0
20 37
57 17
0 17
63 20
101
2471
70 0
6 76
69 0
29 139
0 168
69 0
Robert Donnell
(415) 757-7714 [email protected]
399
www.idaxdata.com
Count Summaries - All Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 24 0 1 1 6 1 0 0 0 12 0 5 2 0 52 0
7:15 AM 0 0 38 2 0 4 3 1 0 0 0 19 0 6 2 0 75 0
7:30 AM 0 0 36 7 0 5 7 3 0 0 0 18 0 7 1 0 84 0
7:45 AM 0 0 38 10 0 9 14 0 0 2 0 22 0 6 7 0 108 319
8:00 AM 0 0 30 7 1 4 21 6 0 2 0 15 0 12 11 0 109 376
8:15 AM 0 0 35 5 0 2 21 8 0 2 0 15 0 12 1 0 101 402
8:30 AM 1 0 17 1 0 5 17 12 0 1 1 12 0 6 0 0 73 391
8:45 AM 0 0 26 1 1 6 19 7 0 2 0 10 0 3 1 0 76 359
Count Total 1 0 244 33 3 36 108 38 0 9 1 123 0 57 25 0 678 0 0 139 29 1 20 63 17 0 6 0 70 0 37 20 0 402
0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
- - 1% 0% 0% 0% 5% 0% - 0% - 0% - 0% 0% - 1%

EB WB NB SB EB WB NB SB E W N S
7:00 AM 1 0 0 0 0 0 0 0 2 0 0 1
7:15 AM 1 2 0 1 0 0 0 0 1 0 0 0
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 0
7:45 AM 1 2 0 0 0 0 0 0 1 0 1 1
8:00 AM 1 0 0 0 0 0 0 0 1 0 1 0
8:15 AM 0 1 0 0 0 0 0 0 0 1 2 1
8:30 AM 1 0 0 0 1 1 0 0 0 1 6 4
8:45 AM 0 1 2 0 0 0 0 0 0 0 4 0
Count Total 5 6 2 1 2 1 0 0 5 2 14 7
Peak Hour 2 3 0 0 1 0 0 0 2 1 4 2
14 3 28
5 1 9
1 2 11
3 0 4
1 0 2
1 0 4
0 1 0
3 0 3
1 0 3
4 0 1
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
400
www.idaxdata.com
Count Summaries - Heavy Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:15 AM 0 0 1 0 0 0 2 0 0 0 0 0 0 1 0 0 4 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 8
8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8
8:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5
8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6
8:45 AM 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 0 3 6
Count Total 0 0 5 0 0 1 5 0 0 1 0 1 0 1 0 0 14
Pk Hr Heavy 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5
Count Summaries - Bikes

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
8:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 2
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Count Total 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3
Pk Hr Bike 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
15-min
Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
401
www.idaxdata.com
Date:

Peak Hour Count Period:

Peak Hour:

HV% PHF
EB 2% 0.76
WB 0% 0.88
NB 0% 0.84
SB 0% 0.71
TOTAL 1% 0.96
Peak Hour Count Summaries

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:30 PM 0 0 36 4 0 17 26 2 0 0 2 8 0 0 5 0 100 0
4:45 PM 0 0 27 3 1 16 34 7 0 1 1 8 0 3 2 0 103 0
5:00 PM 0 0 22 1 2 22 28 10 0 6 0 8 0 4 3 0 106 0
5:15 PM 0 0 28 0 0 12 37 4 0 3 0 10 0 3 0 0 97 406
0 0 113 8 3 67 125 23 0 10 3 34 0 10 10 0 406
0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3
- - 2% 0% 0% 0% 1% 0% - 0% 0% 0% - 0% 0% - 1%

EB WB NB SB EB WB NB SB E W N S
4:30 PM 1 0 0 0 1 0 0 0 1 3 2 2
4:45 PM 0 1 0 0 0 0 0 0 0 1 2 0
5:00 PM 1 0 0 0 0 0 0 0 1 0 2 0
5:15 PM 0 0 0 0 0 0 0 0 2 1 6 5
Peak Hour 2 1 0 0 1 0 0 0 4 5 12 73 1 28
14 1 0 3
0 0
1 1 8
1 0 3
Bicycles Pedestrians (Crossing Leg)
Total Total Total
Interval
Start
Heavy Vehicle Totals
Note: For complete count summary (all intervals), see following pages. ** Heavy Vehicle Classifications include FHWA Classes 4-13. ** Count Summaries include heavy vehicles, but exclude bicycles in overall count.

Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Peak Hour
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
4:30 PM to 5:30 PM
1/9/2025
4:00 PM to 6:00 PM
1 0
0 0
0 0
0 0
0 0
0 0
12 7
5 4
N
Yosemite Pl
John Muir Pkwy
John Muir PkwyTsushima St
John Muir Pkwy
Yosemite Pl
406TEV:

0.9575PHF: 0
10 10
20 26
0 23
125
67 218
1603
34 3
10 47
85 0
8 113
0 121
135 0
Robert Donnell
(415) 757-7714 [email protected]
402
www.idaxdata.com
Count Summaries - All Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 24 0 0 9 29 4 0 1 1 14 0 4 0 1 87 0
4:15 PM 0 0 18 3 1 10 33 4 0 2 1 10 0 4 0 0 86 0
4:30 PM 0 0 36 4 0 17 26 2 0 0 2 8 0 0 5 0 100 0
4:45 PM 0 0 27 3 1 16 34 7 0 1 1 8 0 3 2 0 103 376
5:00 PM 0 0 22 1 2 22 28 10 0 6 0 8 0 4 3 0 106 395
5:15 PM 0 0 28 0 0 12 37 4 0 3 0 10 0 3 0 0 97 406
5:30 PM 0 0 19 1 0 12 26 6 0 2 1 9 0 4 2 1 83 389
5:45 PM 0 0 26 1 1 13 36 9 0 2 0 10 0 2 0 0 100 386
Count Total 0 0 200 13 5 111 249 46 0 17 6 77 0 24 12 2 762 0 0 113 8 3 67 125 23 0 10 3 34 0 10 10 0 406
0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3
- - 2% 0% 0% 0% 1% 0% - 0% 0% 0% - 0% 0% - 1%

EB WB NB SB EB WB NB SB E W N S
4:00 PM 1 0 0 0 0 0 0 1 1 0 1 3
4:15 PM 0 1 0 0 0 1 0 0 0 2 0 0
4:30 PM 1 0 0 0 1 0 0 0 1 3 2 2
4:45 PM 0 1 0 0 0 0 0 0 0 1 2 0
5:00 PM 1 0 0 0 0 0 0 0 1 0 2 0
5:15 PM 0 0 0 0 0 0 0 0 2 1 6 5
5:30 PM 1 1 0 0 0 0 0 0 0 0 2 1
5:45 PM 0 1 0 0 0 0 0 0 0 0 0 0
Count Total 4 4 0 0 1 1 0 1 5 7 15 11
Peak Hour 2 1 0 0 1 0 0 0 4 5 12 7
8 3 38
3 1 28
2 0 3
1 0 0
1 0 3
0 0 14
1 1 8
1 0 3
1 1 5
1 1 2
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
403
www.idaxdata.com
Count Summaries - Heavy Vehicles

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
4:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0
4:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4
5:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
5:30 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 4
5:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4
Count Total 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 8
Pk Hr Heavy 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3
Count Summaries - Bikes

UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
4:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0
4:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3
Pk Hr Bike 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
15-min
Total
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Rolling
Hour
TotalEastbound Westbound Northbound Southbound
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
Interval
Start
John Muir Pkwy John Muir Pkwy Tsushima St Yosemite Pl
15-min
Total
Robert Donnell
(415) 757-7714 [email protected]
404
Date: 01/09/2025
Location: Tioga Loop_John Muir Pkwy
Site Code: 01
Time: 7AM- 6PM
Time NB SB Total Total Time NB SB Total Total
7:00 0 0 0 7:00 0 0 0
7:15 1 0 1 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0
7:45 1 1 2 7:45 0 0 0
8:00 0 1 1 8:00 0 0 0
8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0
9:00 0 1 1 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0
9:45 3 0 3 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0
10:15 2 1 3 10:15 0 0 0
10:30 2 0 2 10:30 0 0 0
10:45 0 0 0 10:45 0 0 0
11:00 0 1 1 11:00 1 0 1
11:15 4 0 4 11:15 0 0 0
11:30 0 0 0 11:30 0 0 0
11:45 0 0 0 11:45 0 0 0
12:00 0 0 0 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0
12:30 0 0 0 12:30 0 0 0
12:45 1 0 1 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0
13:15 1 1 2 13:15 0 0 0
13:30 0 2 2 13:30 0 1 1
13:45 1 0 1 13:45 0 0 0
14:00 0 0 0 14:00 0 0 0
14:15 2 0 2 14:15 0 0 0
14:30 0 3 3 14:30 0 0 0
14:45 0 0 0 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0
16:00 0 1 1 16:00 0 0 0
16:15 1 0 1 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0
16:45 1 0 1 16:45 0 0 0
17:00 0 3 3 17:00 0 0 0
17:15 0 1 1 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0
Total: 20 16 Total: 1 1
Pedestrians Bikes on Crosswalk
West Leg - John Muir Pkwy
36 4
3 4
3 0
5 5
1 1
5 5
West Leg - John Muir Pkwy
0 0
2 0
0 0
1 0
1 0
0 0
405
Date: 01/11/2025
Location: Tioga Loop_John Muir Pkwy
Site Code: 01
Time: 7AM- 6PM
Time NB SB Total Total Time NB SB Total Total
7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0
7:45 0 0 0 7:45 0 0 0
8:00 0 1 1 8:00 0 0 0
8:15 0 1 1 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0
9:00 3 0 3 9:00 0 0 0
9:15 0 2 2 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0
9:45 1 0 1 9:45 0 0 0
10:00 0 1 1 10:00 0 0 0
10:15 0 0 0 10:15 0 0 0
10:30 1 0 1 10:30 0 0 0
10:45 0 2 2 10:45 0 0 0
11:00 0 3 3 11:00 0 0 0
11:15 0 2 2 11:15 0 0 0
11:30 0 0 0 11:30 0 0 0
11:45 0 0 0 11:45 0 0 0
12:00 2 1 3 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0
12:30 0 0 0 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0
13:15 3 0 3 13:15 0 0 0
13:30 0 0 0 13:30 0 0 0
13:45 0 0 0 13:45 0 0 0
14:00 0 0 0 14:00 0 0 0
14:15 0 2 2 14:15 0 0 0
14:30 0 0 0 14:30 0 0 0
14:45 0 2 2 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0
15:30 0 1 1 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0
16:00 0 3 3 16:00 0 0 0
16:15 2 0 2 16:15 0 0 0
16:30 1 1 2 16:30 0 0 0
16:45 0 0 0 16:45 0 0 0
17:00 1 0 1 17:00 0 0 0
17:15 0 0 0 17:15 0 0 0
17:30 3 0 3 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0
Total: 17 22 Total: 0 0
4 0
39 0
4 0
1 0
7 0
5 0
3 0
3 0
2 0
6 0
4 0
Pedestrians Bikes on Crosswalk
West Leg - John Muir Pkwy West Leg - John Muir Pkwy
0 0
406
Date: 01/11/2025
Location: Tioga Loop_John Muir Pkwy
Site Code: 01
Time: 7AM- 6PM
Time Left Thru Right Time Left Thru Right Time Left Thru Right Time Left Thru Right 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 0 0
7:45 0 0 0 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 0 0 0 8:00 0 0 0 8:00 0 0 0 8:00 0 1 0
8:15 0 0 0 8:15 0 0 0 8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0 8:30 0 0 0 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 0 0 9:00 0 0 0 9:00 0 0 0 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0 9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 0 9:45 0 0 0 9:45 0 0 0 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 0 0 10:00 0 0 0
10:15 0 0 0 10:15 0 0 0 10:15 0 0 0 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 0 0 0 10:30 0 0 0
10:45 0 0 0 10:45 0 0 0 10:45 0 0 0 10:45 0 0 0
11:00 0 0 0 11:00 0 0 0 11:00 0 0 0 11:00 0 0 0
11:15 0 0 0 11:15 0 1 0 11:15 0 0 0 11:15 0 2 0
11:30 0 0 0 11:30 0 1 0 11:30 0 0 0 11:30 0 0 0
11:45 0 0 0 11:45 0 0 0 11:45 0 0 0 11:45 0 0 0
12:00 0 0 1 12:00 0 0 0 12:00 0 0 0 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0 12:15 0 0 0 12:15 0 0 0
12:30 0 0 0 12:30 0 0 0 12:30 0 0 0 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0 12:45 0 0 0 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0 13:00 0 0 0 13:00 0 0 0
13:15 0 0 0 13:15 0 0 0 13:15 0 0 0 13:15 0 0 0
13:30 0 0 0 13:30 0 0 0 13:30 0 0 0 13:30 0 1 0
13:45 0 0 1 13:45 0 0 0 13:45 0 0 0 13:45 0 1 0
14:00 0 0 0 14:00 0 0 0 14:00 0 0 0 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 0 0 14:30 0 2 0 14:30 0 0 0 14:30 1 0 0
14:45 0 0 0 14:45 0 0 0 14:45 0 0 0 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 0 0 0 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0 15:45 0 0 0 15:45 0 0 0
16:00 0 0 0 16:00 0 0 0 16:00 0 0 0 16:00 0 0 0
16:15 0 0 0 16:15 0 0 0 16:15 0 0 0 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0 16:30 0 0 0 16:30 0 0 0
16:45 0 0 0 16:45 0 0 0 16:45 0 0 0 16:45 0 0 0
17:00 0 0 0 17:00 0 0 0 17:00 0 0 0 17:00 0 0 0
17:15 0 0 0 17:15 0 0 0 17:15 0 0 0 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0 17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 0 0 17:45 0 0 0
Total: 0 0 2 Total: 0 4 0 Total: 0 0 0 Total: 1 5 0
West Leg - John Muir PkwyNorth Leg - Tioga Loop East Leg - John Muir Pkwy South Leg - N/A 407
Date: 01/11/2025
Location: Yosemite Pl/Tsushima St_John Muir Pkwy
Site Code: 02
Time: 7AM- 6PM
Time NB SB Total Total Time NB SB Total Total Time NB SB Total Total Time NB SB Total Total 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 0 0
7:45 0 1 1 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 0 0 0 8:00 0 0 0 8:00 3 0 3 8:00 0 0 0
8:15 0 0 0 8:15 0 0 0 8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0 8:30 0 0 0 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 0 0 9:00 0 0 0 9:00 1 0 1 9:00 0 0 0
9:15 2 0 2 9:15 0 0 0 9:15 1 0 1 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 0 9:45 0 0 0 9:45 1 0 1 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 2 2 10:00 0 0 0
10:15 0 0 0 10:15 0 0 0 10:15 1 0 1 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 1 1 2 10:30 0 0 0
10:45 0 1 1 10:45 0 0 0 10:45 1 0 1 10:45 0 0 0
11:00 3 0 3 11:00 0 0 0 11:00 2 0 2 11:00 0 0 0
11:15 0 0 0 11:15 0 0 0 11:15 2 0 2 11:15 0 0 0
11:30 0 0 0 11:30 0 0 0 11:30 0 0 0 11:30 0 0 0
11:45 0 0 0 11:45 0 0 0 11:45 0 2 2 11:45 0 0 0
12:00 0 0 0 12:00 0 0 0 12:00 1 0 1 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0 12:15 0 1 1 12:15 0 0 0
12:30 0 1 1 12:30 0 0 0 12:30 1 0 1 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0 12:45 0 1 1 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0 13:00 0 1 1 13:00 0 0 0
13:15 0 0 0 13:15 0 0 0 13:15 1 2 3 13:15 0 0 0
13:30 1 0 1 13:30 0 0 0 13:30 0 0 0 13:30 0 0 0
13:45 0 0 0 13:45 0 0 0 13:45 0 0 0 13:45 0 0 0
14:00 1 0 1 14:00 0 0 0 14:00 0 0 0 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 1 1 14:30 0 0 0 14:30 0 0 0 14:30 0 0 0
14:45 1 1 2 14:45 0 0 0 14:45 0 1 1 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 0 1 1 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0 15:45 1 0 1 15:45 0 0 0
16:00 0 0 0 16:00 0 0 0 16:00 0 0 0 16:00 0 2 2
16:15 0 0 0 16:15 0 0 0 16:15 3 0 3 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0 16:30 1 0 1 16:30 0 0 0
16:45 0 0 0 16:45 1 0 1 16:45 1 1 2 16:45 0 0 0
17:00 0 0 0 17:00 0 0 0 17:00 0 0 0 17:00 0 0 0
17:15 2 0 2 17:15 0 0 0 17:15 0 2 2 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0 17:30 0 1 1 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 2 2 17:45 0 0 0
Total: 10 5 Total: 1 0 Total: 22 18 Total: 0 2
Pedestrians Bikes on Crosswalk Pedestrians Bikes on Crosswalk East Leg - John Muir Pkwy East Leg - John Muir Pkwy West Leg - John Muir Pkwy West Leg - John Muir Pkwy 1 0 0 0
0 0 3 0
2 0 3 0
1 0 6 0
3 0 6 0
1 0 4 0
1 0 4 0
4 0 1 0
0 0 2 0
0 1 6 2
2 0 5 0
15 1 40 2
1 3
5 7
9 7
5 5
5 2
9 408
Date: 01/11/2025
Location: Yosemite Pl/Tsushima St_John Muir Pkwy
Site Code: 02
Time: 7AM- 6PM
Time Left Thru Right Time Left Thru Right Time Left Thru Right Time Left Thru Right 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 0 0
7:45 0 0 0 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 0 0 0 8:00 0 0 0 8:00 0 0 0 8:00 0 0 1
8:15 0 0 0 8:15 0 0 0 8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0 8:30 0 0 0 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 0 0 9:00 0 0 0 9:00 0 0 0 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0 9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 0 9:45 0 0 0 9:45 0 0 0 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 0 0 10:00 0 0 1
10:15 0 0 0 10:15 0 0 0 10:15 0 0 0 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 0 0 0 10:30 0 0 0
10:45 0 0 0 10:45 0 0 0 10:45 1 0 0 10:45 0 0 0
11:00 0 0 0 11:00 0 0 0 11:00 0 0 0 11:00 0 0 0
11:15 0 0 0 11:15 0 0 0 11:15 1 0 0 11:15 0 0 2
11:30 0 0 0 11:30 0 1 0 11:30 0 0 0 11:30 0 0 0
11:45 0 0 0 11:45 0 0 0 11:45 0 0 0 11:45 0 0 0
12:00 0 0 0 12:00 0 0 0 12:00 0 0 0 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0 12:15 0 0 1 12:15 0 0 1
12:30 0 0 0 12:30 0 0 0 12:30 0 0 0 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0 12:45 0 0 0 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0 13:00 0 0 0 13:00 0 0 0
13:15 0 0 0 13:15 0 0 0 13:15 0 0 0 13:15 0 0 0
13:30 0 0 0 13:30 0 0 0 13:30 0 0 0 13:30 0 1 0
13:45 0 0 0 13:45 0 0 0 13:45 0 0 0 13:45 0 0 1
14:00 0 0 0 14:00 0 0 0 14:00 0 0 0 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 0 0 14:30 0 0 0 14:30 2 0 0 14:30 0 0 0
14:45 0 0 0 14:45 0 0 0 14:45 0 0 0 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 0 0 0 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0 15:45 0 0 0 15:45 0 0 0
16:00 0 0 0 16:00 0 0 0 16:00 0 0 0 16:00 0 0 0
16:15 0 0 0 16:15 0 0 0 16:15 0 0 0 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0 16:30 0 0 0 16:30 0 0 0
16:45 0 0 0 16:45 0 0 0 16:45 0 0 0 16:45 0 0 0
17:00 0 0 0 17:00 0 0 0 17:00 0 0 0 17:00 0 0 1
17:15 0 0 0 17:15 0 1 0 17:15 1 0 0 17:15 0 1 0
17:30 0 0 0 17:30 0 0 0 17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 0 0 17:45 0 0 0
Total: 0 0 0 Total: 0 2 0 Total: 5 0 1 Total: 0 2 7
North Leg - Yosemite Pl East Leg - John Muir Pkwy South Leg - Tsushima St West Leg - John Muir Pkwy 409
Date: 01/09/2025
Location: Tioga Loop_John Muir Pkwy
Site Code: 01
Time: 7AM- 6PM
Time Left Thru Right Time Left Thru Right Time Left Thru Right Time Left Thru Right 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 1 0
7:45 0 0 0 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 0 0 0 8:00 0 0 0 8:00 0 0 0 8:00 0 0 0
8:15 0 0 0 8:15 0 0 0 8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0 8:30 0 0 0 8:30 0 1 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 0 0 9:00 0 0 0 9:00 0 0 0 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0 9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 1 9:45 0 0 0 9:45 0 0 0 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 0 0 10:00 0 0 0
10:15 0 0 0 10:15 0 0 0 10:15 0 0 0 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 0 0 0 10:30 0 0 0
10:45 0 0 0 10:45 0 0 0 10:45 0 0 0 10:45 0 0 0
11:00 0 0 0 11:00 0 1 0 11:00 0 0 0 11:00 0 0 0
11:15 0 0 0 11:15 0 0 0 11:15 0 0 0 11:15 0 0 0
11:30 0 0 0 11:30 0 0 0 11:30 0 0 0 11:30 0 0 1
11:45 0 0 0 11:45 0 0 0 11:45 0 0 0 11:45 0 0 0
12:00 0 0 0 12:00 0 1 0 12:00 0 0 0 12:00 0 1 0
12:15 0 0 0 12:15 0 0 0 12:15 0 0 0 12:15 0 0 1
12:30 0 0 0 12:30 0 0 0 12:30 0 0 0 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0 12:45 0 0 0 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0 13:00 0 0 0 13:00 0 0 0
13:15 0 0 0 13:15 0 0 1 13:15 0 0 0 13:15 0 0 1
13:30 0 0 0 13:30 0 0 0 13:30 0 0 0 13:30 0 0 2
13:45 0 0 0 13:45 0 0 0 13:45 0 0 0 13:45 0 0 2
14:00 0 0 1 14:00 0 0 0 14:00 0 0 0 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 0 0 14:30 0 0 0 14:30 0 0 0 14:30 0 0 0
14:45 0 0 0 14:45 0 0 0 14:45 0 0 0 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 0 0 0 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0 15:45 0 0 0 15:45 0 0 2
16:00 0 0 0 16:00 0 0 0 16:00 0 0 0 16:00 0 0 0
16:15 0 0 0 16:15 0 0 0 16:15 0 0 0 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0 16:30 0 0 0 16:30 0 0 0
16:45 0 0 0 16:45 0 0 0 16:45 0 0 0 16:45 0 0 0
17:00 0 0 0 17:00 0 0 0 17:00 0 0 0 17:00 0 0 0
17:15 0 0 0 17:15 0 0 0 17:15 0 0 0 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0 17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 0 0 17:45 0 0 0
Total: 0 0 2 Total: 0 2 1 Total: 0 0 0 Total: 0 3 9
North Leg - Tioga Loop East Leg - John Muir Pkwy South Leg - N/A West Leg - John Muir Pkwy 410
Date: 01/09/2025
Location: Yosemite Pl/Tsushima St_John Muir Pkwy
Site Code: 02
Time: 7AM- 6PM
Time NB SB Total Total Time NB SB Total Total Time NB SB Total Total Time NB SB Total Total 7:00 0 1 1 7:00 0 1 1 7:00 0 0 0 7:00 0 0 0
7:15 1 0 1 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 0 0
7:45 1 0 1 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 1 0 1 8:00 0 0 0 8:00 0 0 0 8:00 0 0 0
8:15 0 0 0 8:15 0 0 0 8:15 0 1 1 8:15 0 0 0
8:30 0 0 0 8:30 0 0 0 8:30 1 0 1 8:30 0 0 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 1 1 9:00 0 0 0 9:00 0 0 0 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0 9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 0 9:45 0 0 0 9:45 1 0 1 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 1 1 10:00 0 0 0
10:15 0 1 1 10:15 0 0 0 10:15 1 1 2 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 0 0 0 10:30 0 0 0
10:45 1 0 1 10:45 0 0 0 10:45 0 0 0 10:45 0 0 0
11:00 0 0 0 11:00 0 0 0 11:00 0 0 0 11:00 0 0 0
11:15 0 0 0 11:15 0 0 0 11:15 1 0 1 11:15 0 0 0
11:30 1 0 1 11:30 0 0 0 11:30 0 0 0 11:30 0 0 0
11:45 1 0 1 11:45 0 0 0 11:45 1 0 1 11:45 0 0 0
12:00 0 0 0 12:00 0 0 0 12:00 0 0 0 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0 12:15 0 2 2 12:15 0 0 0
12:30 2 0 2 12:30 0 0 0 12:30 0 0 0 12:30 0 0 0
12:45 0 2 2 12:45 0 0 0 12:45 1 1 2 12:45 0 0 0
13:00 0 0 0 13:00 0 0 0 13:00 0 1 1 13:00 0 0 0
13:15 0 1 1 13:15 2 0 2 13:15 0 0 0 13:15 0 0 0
13:30 2 0 2 13:30 0 0 0 13:30 0 0 0 13:30 0 0 0
13:45 1 0 1 13:45 0 0 0 13:45 0 0 0 13:45 0 0 0
14:00 0 0 0 14:00 0 0 0 14:00 1 0 1 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 0 0 14:30 0 0 0 14:30 0 0 0 14:30 0 0 0
14:45 0 0 0 14:45 0 0 0 14:45 3 0 3 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 3 3 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 1 1 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 0 0 0 15:30 0 0 0
15:45 0 1 1 15:45 0 0 0 15:45 0 0 0 15:45 0 0 0
16:00 1 0 1 16:00 0 0 0 16:00 0 0 0 16:00 0 0 0
16:15 0 0 0 16:15 0 0 0 16:15 0 2 2 16:15 0 0 0
16:30 1 0 1 16:30 0 0 0 16:30 1 0 1 16:30 0 2 2
16:45 0 0 0 16:45 0 0 0 16:45 0 0 0 16:45 1 0 1
17:00 0 1 1 17:00 0 0 0 17:00 0 0 0 17:00 0 0 0
17:15 1 0 1 17:15 1 0 1 17:15 1 0 1 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0 17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 0 0 17:45 0 0 0
Total: 14 8 Total: 3 1 Total: 12 13 Total: 1 2
0 3
0 0
0 0
0 0
0 0
3 West Leg - John Muir Pkwy
0 22 4 25
East Leg - John Muir Pkwy East Leg - John Muir Pkwy West Leg - John Muir Pkwy 3 1 0
1 0 1
1 0 2
2 0 2
2 0 3
4 4 2 1
4 0 4
4 Pedestrians Bikes on Crosswalk Pedestrians Bikes on Crosswalk 2 1 1
2 0 3
1 0 4
0 0
8 7
4 5
8 4
3 2
5 4
411
Date: 01/09/2025
Location: Yosemite Pl/Tsushima St_John Muir Pkwy
Site Code: 02
Time: 7AM- 6PM
Time Left Thru Right Time Left Thru Right Time Left Thru Right Time Left Thru Right 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0 7:00 0 0 0
7:15 0 0 0 7:15 0 0 0 7:15 0 0 0 7:15 0 0 0
7:30 0 0 0 7:30 0 0 0 7:30 0 0 0 7:30 0 1 0
7:45 0 0 0 7:45 0 0 0 7:45 0 0 0 7:45 0 0 0
8:00 0 0 0 8:00 0 0 0 8:00 0 0 0 8:00 0 0 0
8:15 0 0 0 8:15 0 0 0 8:15 0 0 0 8:15 0 0 0
8:30 0 0 0 8:30 0 1 0 8:30 0 0 0 8:30 0 1 0
8:45 0 0 0 8:45 0 0 0 8:45 0 0 0 8:45 0 0 0
9:00 0 0 0 9:00 0 0 0 9:00 0 0 0 9:00 0 0 0
9:15 0 0 0 9:15 0 0 0 9:15 0 0 0 9:15 0 0 0
9:30 0 0 0 9:30 0 0 0 9:30 0 0 0 9:30 0 0 0
9:45 0 0 0 9:45 0 0 0 9:45 0 0 0 9:45 0 0 0
10:00 0 0 0 10:00 0 0 0 10:00 0 0 0 10:00 0 0 0
10:15 0 0 0 10:15 0 0 0 10:15 0 0 0 10:15 0 0 0
10:30 0 0 0 10:30 0 0 0 10:30 0 0 0 10:30 0 0 0
10:45 0 0 0 10:45 0 0 0 10:45 0 0 0 10:45 0 0 1
11:00 0 0 0 11:00 0 0 0 11:00 1 0 0 11:00 0 0 0
11:15 0 0 0 11:15 0 0 0 11:15 0 0 0 11:15 0 0 0
11:30 0 0 0 11:30 0 0 0 11:30 0 0 0 11:30 0 0 1
11:45 0 0 0 11:45 0 0 0 11:45 0 0 0 11:45 0 0 0
12:00 0 0 0 12:00 0 1 0 12:00 0 0 1 12:00 0 0 0
12:15 0 0 0 12:15 0 0 0 12:15 0 0 0 12:15 0 1 0
12:30 0 0 0 12:30 0 0 0 12:30 0 0 0 12:30 0 0 0
12:45 0 0 0 12:45 0 0 0 12:45 0 0 0 12:45 0 0 0
13:00 0 0 0 13:00 0 1 0 13:00 0 0 0 13:00 0 0 0
13:15 0 0 0 13:15 0 0 0 13:15 1 0 0 13:15 0 0 1
13:30 0 0 0 13:30 0 0 0 13:30 0 0 0 13:30 0 2 0
13:45 0 0 0 13:45 0 0 0 13:45 0 0 0 13:45 0 3 0
14:00 0 0 0 14:00 0 0 0 14:00 0 0 0 14:00 0 0 0
14:15 0 0 0 14:15 0 0 0 14:15 0 0 0 14:15 0 0 0
14:30 0 0 0 14:30 0 0 0 14:30 0 0 0 14:30 0 0 0
14:45 0 0 0 14:45 0 0 0 14:45 0 0 0 14:45 0 0 0
15:00 0 0 0 15:00 0 0 0 15:00 0 0 0 15:00 0 0 0
15:15 0 0 0 15:15 0 0 0 15:15 0 0 0 15:15 0 0 0
15:30 0 0 0 15:30 0 0 0 15:30 2 0 0 15:30 0 0 0
15:45 0 0 0 15:45 0 0 0 15:45 0 0 0 15:45 0 1 0
16:00 0 1 0 16:00 0 0 0 16:00 0 0 0 16:00 0 0 0
16:15 0 0 0 16:15 1 0 0 16:15 0 0 0 16:15 0 0 0
16:30 0 0 0 16:30 0 0 0 16:30 0 0 0 16:30 0 0 1
16:45 0 0 0 16:45 0 0 0 16:45 0 0 0 16:45 0 0 0
17:00 0 0 0 17:00 0 0 0 17:00 0 0 0 17:00 0 0 0
17:15 0 0 0 17:15 0 0 0 17:15 0 0 0 17:15 0 0 0
17:30 0 0 0 17:30 0 0 0 17:30 0 0 0 17:30 0 0 0
17:45 0 0 0 17:45 0 0 0 17:45 0 0 0 17:45 0 0 0
Total: 0 1 0 Total: 1 3 0 Total: 4 0 1 Total: 0 9 4
North Leg - Yosemite Pl East Leg - John Muir Pkwy South Leg - Tsushima St West Leg - John Muir Pkwy 412
Multiway Stop Warrant Analysis
Major Street Approach
(John Muir Parkway
Street)
Vehicles Vehicles Bikes Peds Total
12:00 AM 15 0 - - 0
1:00 AM 5 0 - - 0
2:00 AM 5 0 - - 0
3:00 AM 7 0 - - 0
4:00 AM 24 1 - - 1
5:00 AM 43 7 - - 7
6:00 AM 80 7 - - 7
7:00 AM 174 22 2 - 24
8:00 AM 158 24 2 - 26
9:00 AM 140 12 1 1 14
10:00 AM 114 17 0 - 17
11:00 AM 149 8 4 - 12
12:00 PM 171 14 4 - 18
1:00 PM 163 18 11 - 29
2:00 PM 147 12 1 1 14
3:00 PM 192 17 4 - 21
4:00 PM 228 16 0 - 16
5:00 PM 209 11 12 - 23
6:00 PM 172 9 - - 9
7:00 PM 149 11 - - 11
8:00 PM 123 7 - - 7
9:00 PM 94 4 - - 4
10:00 PM 63 0 - - 0
11:00 PM 34 2 - - 2
Highest 8 Hours
Average 183
Threshold 300
Threshold Met No
200
No
21 Hours
Minor Street Approach
(Tioga LoopStreet)
Hourly Volumes (veh/hr)
Thursday
2/6/2025
413
Multiway Stop Warrant Analysis
Major Street Approach
(John Muir Parkway
Street)
Vehicles Vehicles Bikes Peds Total
12:00 AM 39 1 - - 1
1:00 AM 17 1 - - 1
2:00 AM 17 2 - - 2
3:00 AM 9 0 - - 0
4:00 AM 14 2 - - 2
5:00 AM 16 1 - - 1
6:00 AM 32 5 - - 5
7:00 AM 54 9 0 - 9
8:00 AM 102 5 2 - 7
9:00 AM 144 15 6 - 21
10:00 AM 170 12 4 - 16
11:00 AM 186 14 5 - 19
12:00 PM 180 23 3 1 27
1:00 PM 217 13 3 1 17
2:00 PM 199 16 4 3 23
3:00 PM 201 20 1 0 21
4:00 PM 184 13 7 0 20
5:00 PM 219 15 4 0 19
6:00 PM 158 14 - - 14
7:00 PM 118 6 - - 6
8:00 PM 111 6 - - 6
9:00 PM 101 15 - - 15
10:00 PM 84 4 - - 4
11:00 PM 43 4 - - 4
Highest 8 Hours
Average 193
Threshold 300
Threshold Met No
200
No
20 Hours
Minor Street Approach
(Tioga LoopStreet)
Hourly Volumes (veh/hr)
Saturday
2/6/2025
414
Multiway Stop Warrant Analysis
Major Street Approach
(John Muir Parkway)
Vehicles Vehicles Bikes Peds Total
12:00 AM 24 0 - - 0
1:00 AM 10 1 - - 1
2:00 AM 10 5 - - 5
3:00 AM 4 6 - - 6
4:00 AM 18 11 - - 11
5:00 AM 60 40 - - 40
6:00 AM 83 51 - - 51
7:00 AM 197 110 0 4 114
8:00 AM 242 105 0 3 108
9:00 AM 160 79 0 2 81
10:00 AM 145 69 0 5 74
11:00 AM 169 48 1 4 53
12:00 PM 223 61 1 8 70
1:00 PM 193 46 1 7 54
2:00 PM 220 66 0 4 70
3:00 PM 278 63 2 5 70
4:00 PM 292 72 1 8 81
5:00 PM 297 70 0 4 74
6:00 PM 229 58 - - 58
7:00 PM 218 43 - - 43
8:00 PM 120 25 - - 25
9:00 PM 101 22 - - 22
10:00 PM 73 16 - - 16
11:00 PM 36 6 - - 6
Highest 8 Hours
Average 250
Threshold 300
Threshold Met No
200
No
72 Hours
Thursday
Minor Street Approach
(Yosemite-Tsushima)
Hourly Volumes (veh/hr)
2/6/2025
415
Multiway Stop Warrant Analysis
Major Street Approach
(John Muir Parkway)
Vehicles Vehicles Bikes Peds Total
12:00 AM 49 3 - - 3
1:00 AM 27 3 - - 3
2:00 AM 15 3 - - 3
3:00 AM 10 8 - - 8
4:00 AM 11 4 - - 4
5:00 AM 18 12 - - 12
6:00 AM 32 27 - - 27
7:00 AM 61 27 1 0 28
8:00 AM 128 49 3 0 52
9:00 AM 169 66 5 0 71
10:00 AM 181 64 7 1 72
11:00 AM 247 84 9 1 94
12:00 PM 252 81 5 1 87
1:00 PM 268 68 5 0 73
2:00 PM 237 59 5 2 66
3:00 PM 254 73 2 0 75
4:00 PM 219 71 9 0 80
5:00 PM 256 67 7 1 75
6:00 PM 209 56 - - 56
7:00 PM 158 33 - - 33
8:00 PM 157 27 - - 27
9:00 PM 115 26 - - 26
10:00 PM 86 22 - - 22
11:00 PM 67 17 - - 17
Highest 8 Hours
Average 243
Threshold 300
Threshold Met No
Minor Street Approach
(Yosemite-Tsushima)
Hourly Volumes (veh/hr)
200
No
76 Hours
Saturday
2/6/2025
416

TIOGA LOOP

JOHN MUIR PARKWAY
LEGEND
N
1"=100'
ATTACHMENT D.1

FIELD OBSERVED INTERSECTION SIGHT DISTANCE ANALYSIS

HERCULES AWSC WARRANT

JOHN MUIR PARKWAY AND TIOGA LOOP (SOUTHBOUND)
FEBRUARY 2025 097014007

SIGHT DISTANCE REQUIREMENTS
DESIGN
SPEED
(MPH)

SETBACK
(FT)CATEGORY

INTERSECTION SIGHT DISTANCE (ISD)
LEFT TURN (B1 & B2) RIGHT TURN (B2)

LOOKING

RIGHT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT
REQUIRED (FT)390335335
8' FROM
TRAVEL
WAY
AVAILABLE (FT)620815815
ACCEPTABLE? YYY
417

YOSEMITE PL

TSUSHIMA ST

JOHN MUIR PKWY
LEGEND
N
1"=100'
ATTACHMENT D.2

FIELD OBSERVED INTERSECTION SIGHT DISTANCE ANALYSIS

HERCULES AWSC WARRANT

JOHN MUIR PARKWAY AND YOSEMITE PL-TSUSHIMA STREET (SOUTHBOUND) FEBRUARY 2025 097014007

SIGHT DISTANCE REQUIREMENTS
DESIGN
SPEED
(MPH)

SETBACK
(FT)CATEGORY

INTERSECTION SIGHT DISTANCE (ISD)
LEFT TURN (B1 & B2) RIGHT TURN (B2)

LOOKING

RIGHT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT
REQUIRED (FT)390335335
8' FROM
TRAVEL
WAY
AVAILABLE (FT)425255255
ACCEPTABLE? YNN
418

YOSEMITE PL

TSUSHIMA ST

JOHN MUIR PKWY
LEGEND
N
1"=100'
ATTACHMENT D.3

FIELD OBSERVED INTERSECTION SIGHT DISTANCE ANALYSIS

HERCULES AWSC WARRANT

JOHN MUIR PARKWAY AND YOSEMITE PL-TSUSHIMA STREET (NORTHBOUND) FEBRUARY 2025 097014007

SIGHT DISTANCE REQUIREMENTS
DESIGN
SPEED
(MPH)

SETBACK
(FT)CATEGORY

INTERSECTION SIGHT DISTANCE (ISD)
LEFT TURN (B1 & B2) RIGHT TURN (B2)

LOOKING

RIGHT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT

LOOKING

LEFT FROM

DECISION POINT
REQUIRED (FT)390335335
8' FROM
TRAVEL
WAY
AVAILABLE (FT)460415415
ACCEPTABLE? YYY
419

HERCULES CITY COUNCIL
RESOLUTION NO. 26-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERCULES APPROVING INSTALLATION OF STOP SIGNS AS FOLLOWS: CHANGE THE INTERSECTION OF

TSUSHIMA STREET/YOSEMITE WAY AND JOHN MUIR PARKWAY FROM A TWO - WAY STOP TO A 4-WAY STOP; PLACE A STOP SIGN AT THE END OF JOHN MUIR PARKWAY BEFORE THE LEFT TURN ONTO BAYFRONT BOULEVARD; AND

PLACE A STOP SIGN AT THE END OF BAYFRONT BOULEVARD BEFORE THE

RIGHT TURN ONTO JOHN MUIR PARKWAY

WHEREAS, pedestrian safety and the mitigation of traffic speed have been a concern for the residents of Hercules who live in the vicinity of John Muir Parkway for some time; and
WHEREAS, staff consulted with Kimley -Horn, an independent traffic engineering firm, to study the data and make recommendations, particularly in regards to the intersection of John Muir Parkway and Tsushima Street/Yosemite Way , and the study concluded that the conditions at the intersection of John Muir Parkway a nd Tsushima Street/Yosemite Way did not meet the strict warrant requirements for placement of the proposed additional stop signs, and recommended other traffic calming measures which involved significant construction costs; and
WHEREAS, City staff believ es that placement of the proposed 4 -way stop signs at this location is prudent and justified by local knowledge of site-specific conditions; and WHEREAS, Staff’s research into similar practices in other Bay Area cities indicates that many have installed a ll-way stops without engineering studies because they have made the same determination that stop signs would increase pedestrian and vehicular safety; and
WHEREAS, in addition to the intersection of John Muir Parkway and Tsushima Street/Yosemite Way, staff have identified two other locations that were not part of the Kimley-Horn study but which , in the opinion of City staff, require single stop signs to increase pedestrian and vehicular safety, which are the end of John Muir Parkway before the left turn onto Bayfront Boulevard, and the end of Bayfront Boulevard before the right turn onto John Muir Parkway; and
WHEREAS, section 3 -4.401 of the Hercules Municipal Code grants the Public Works Director the authority to install traffic control devices if the Council does not require its own, express authorization; and
WHEREAS, while the Hercules Municipal Code does not expressly require City Council authorization for stop sign placement at the identified locations, the Public Works Director has not historically placed stop signs absent support of a warrant study; and WHEREAS, staff accordingly desires that the City Council confirm that stop signs are appropriate for these locations to protect public health and safety. 420

NOW, THEREFORE BE IT RESOLVED, that the City Council, after due study, deliberation, and review of the staff report, record of proceedings, and Kimley-Horn study all of which are incorporated herein by reference, hereby finds that stop signs are needed to protect the public health and safety , promote slower auto speeds, provide increased visibility for motorists /bicyclists/pedestrians, provide safer crossing of streets for pedestrians at identified crosswalks, and encourage increased driver courtesy and awareness at three specific locations and thereby directs the Public Works Director cause the placement of stop signs as follows:

1. Change the intersection of Tsushima Street/Yosemite Way and John Muir Parkway from a 2-way stop to a 4-way stop;

2. Place a stop sign at the end of John Muir Parkway before the left turn onto Bayfront Boulevard; and

3. Place a stop sign at the end of Bayfront Boulevard before the right turn onto John Muir Parkway.

BE IT FURTHER RESOLVED, that the City Council finds that the abo ve action is exempt from the California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15301 as stop sign placement is a minor alteration to an existing street, and is further exempt pursuant to CEQA Guidelines section 15061(b)(3) because it can be seen with certainty that there is no possibility that stop sign placement in an existing street will have an impact on the environment.

The foregoing Resolution was duly and regularly adopted at a regular meeting of the City Council of the City of Hercules held on the 23rd day of June 2026, by the following vote of the Council:

AYES:

NOES:

ABSTAIN:

ABSENT:

Chris Kelley, Mayor

ATTEST:

Eibleis Melendez, City Clerk
421