West Sacramento City Council
February 21, 2024

WEST SACRAMENTO CITY COUNCIL AND WEST SACRAMENTO REDEVELOPMENT SUCCESSOR

AGENCY & WEST SACRAMENTO FINANCING AUTHORITY
City Council Regular Meeting
FEBRUARY 21, 2024 AGENDA
Martha Guerrero, Mayor
Quirina Orozco, Mayor Pro Tem
Norma Alcala, Council Member
Dawnté Early, Council Member
Verna Sulpizio Hull, Council Member
Aaron Laurel, City Manager
Jeffrey Mitchell, City Attorney
7:00 PM Regular Meeting Call to Order
Pledge of Allegiance
Land Acknowledgment
The meeting will be held at City Hall, City Council Chambers, 1110 West Capitol Avenue, West Sacramento GENERAL ADMINISTRATION FUNCTION – PART I

1. PRESENTATIONS BY THE PUBLIC ON MATTERS NOT ON THE AGENDA WITHIN THE

JURISDICTION OF THE COUNCIL
The Council is prohibited from discussing issues not on the agenda brought to them at this time.

According to State Law (the Brown Act), items must first be noticed on the agenda before any discussion or action.

PRESENTATIONS

2. City Manager's Office
PROCLAMATION RECOGNIZING FEBRUARY 2024 AS BLACK HISTORY MONTH Objective: The purpose of this report is to celebrate African Americans’ contributions to our society during the month of February and recognize their courageous efforts to ensure equity and peace for all people.

Recommendation: Staff respectfully recommends that the City Council adopt a proclamation recognizing February as Black History Month.

CONSENT AGENDA

3. Capital Projects
Anyone wishing to address the Council, or any agenda item, may fill out the Request to Speak card and present it to the City Clerk prior to the completion of staff presentation. Items on the Consent Agenda will be considered in one motion and the Request to Speak card should be turned in prior to the first item on Consent.
1 CONSIDERATION OF APPROVAL OF AMENDMENT NO. 2 TO THE PROFESSIONAL SERVICES CONTRACT WITH MARK THOMAS INC. FOR THE SOUTHPORT LEVEE RECREATION TRAIL (CIP 62147)
Objective: The objective of this report is to provide the City Council with sufficient information to approve Amendment No. 2 of the Professional Services contract with Mark Thomas Inc. for the environmental, design, and permitting associated with the Southport Levee Recreation Trail Project (CIP 62147)
Recommendation: Staff respectfully recommends that the City Council: (1) Approve Amendment No. 2 to the Professional Services Contract with Mark Thomas Inc. in the amount of $159,231 for the Southport Levee Recreation Trail Project; (2) Delegate authority to the City Manager or his designee, to execute Contract Amendment No. 2 with Mark Thomas Inc. for the Southport Levee Recreation trail Project; (3) Delegate authority to the City Manager, or his designee, to execute contract amendments up to 10% ($15,923) of the contract amendment value; (4) Delegate authority to the City Manager, or his designee, to execute nin-substantive changes or modifications to the professional services contract, with approval from the City Attorney; and (5) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

4. Capital Projects
CONSIDERATION OF APPROVAL OF CONTRACT AMENDMENT NO. 4 FOR PROFESSIONAL SERVICES WITH DEWBERRY ENGINEERS, INC. FOR THE SYCAMORE TRAIL PHASE III PROJECT (CIP 14027)
Objective: The objective of this report is to provide the City Council with sufficient information for approval of Professional Services Contract Amendment No. 4 with Dewberry Engineers, Inc. for additional design and engineering support services for the Sycamore Trail Phase III Project (“Project”). (CIP 14027)
Recommendation: Staff respectfully recommends that the City Council: (1) Approve Amendment No. 4 to the contract for professional services with Dewberry Engineers, Inc. in the amount of $99,090.00; (2) Authorize the City Manager, or his designee, to execute Amendment No. 4 with Dewberry Engineers, Inc in the amount not to exceed $99,090.00; (3) Authorize the City Manager, or his designee, to execute non-substantive changes or modifications to the professional services contract, with approval from the City Attorney; and (4) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

5. Capital Projects
CONSIDERATION OF FIRST READING OF ORDINANCE 24-5 AMENDING TITLE 10 (VEHICLES

AND TRAFFIC) OF THE MUNICIPAL CODE RELATING TO THE RE-ESTABLISHMENT OF

SPEED LIMITS ON CERTAIN STREETS WITHIN THE CITY OF WEST SACRAMENTO (CIP 12019)
Objective: The objective of this report is to provide the City Council with sufficient information to consider the approval of proposed amendments to Title 10 of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento. 2 Recommendation: Staff respectfully recommends that the City Council: (1) Waive the first reading and read by title and number only, Ordinance 24-5, amending Title 10 (Vehicles and Traffic) of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento; and (2) Inform the public that the second reading and adoption of Ordinance 24-5 is scheduled for March 20, 2024.

6. Capital Projects

CONSIDERATION OF APPROVAL OF THE PROJECT PLANS AND SPECIFICATIONS AND AWARD OF A CONSTRUCTION CONTRACT TO BEAR ELECTRICAL SOLUTIONS, INC. FOR THE WASHINGTON AND BRODERICK LIGHTING AND SAFETY PROJECT (CIP 15053) Objective: The objective of this report is to provide the City Council with sufficient information to consider approval of the Project Plans and Specifications, and award of a construction contract to the lowest responsive, responsible bidder, Bear Electrical Solutions, Inc. for the Washington and Broderick Lighting and Safety Project (CIP 15053).

Recommendation: Staff respectfully recommends that the City Council: (1) Approve the Project Plans and Specifications for the Washington and Broderick Lighting and Safety Project (CIP 15053); (2) Award a construction contract to the lowest responsive, responsible bidder, Bear Electrical Solutions, Inc. in the amount of $145,255; (3) Authorize the City Manager, of his designee, to execute the contract, including non-substantive changes or modifications to the contract with Bear Electrical Solutions with approval of the City Attorney; (4) Authorize the City Manager, or his designee, to execute amendments, change orders, or purchases up to 20% of the value of the construction contract ($29,051); and (5) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

7. Capital Projects
CONSIDERATION OF REJECTION OF ALL BIDS FOR FIRE STATION 43 TENANT IMPROVEMENTS PROJECT 23-072-ITB (CIP 51031)
Objective: The purpose of this report is to provide the City Council with sufficient information to reject all bids for the Fire Station 43 TI Project 23-072-ITB (CIP 51031) Recommendation: Staff respectfully recommends that the City Council: (1) Reject all bids for the Fire Station 43 Tenant Improvement Project 23-072-ITB (CIP 51031); and (2) Authorize City staff to revise and re-bid the Fire Station 43 Tenant Improvement Project (CIP 51031).

8. Economic Development & Housing

CONSIDERATION OF AMENDMENT TO COVENANT TO CONSTRUCT BETWEEN THE CITY

OF WEST SACRAMENTO AND ERNESTO DELGADO HOSPITALITY GROUP, LLC, FOR PROPERTY LOCATED AT 324 C STREET AND RELATED ACTIONS
Objective: The purpose of this item is to provide City Council with sufficient information to consider an Amendment to the Covenant to Construct between the City of West Sacramento and 3 Ernesto Delgado Hospitality, LLC, for the property located at 324 C Street in the Washington District.

Recommendation: Staff respectfully recommends that the Council: (1) Find that the Amendment to the Covenant to Construct is exempt from CEQA analysis under the Class 1 Categorical Exemption, under California Code of Regulations, Title 14, Division 6, Chapter 3, Article 19, Section 15301; (2) Approve the Amendment to the Covenant to Construct between the City and Ernesto Delgado Hospitality, LLC, for the property located at 324 C Street; and (3) Authorize the City Manager or designee to execute the Amendment.

PUBLIC HEARINGS

9. Community Development
PUBLIC HEARING AND CONSIDERATION OF RESOLUTION 24-18 ADOPTING THE WEST

SACRAMENTO SIDEWALKS AND TRANSPORTATION EQUITY PROGRAM PLAN Objective: The objective of this report is to present the daft final Sidewalks and Transportation Equity Program Plan to City Council for consideration of adoption.

Recommendation: Staff respectfully recommends that the City Council: 1) Conduct a public hearing; 2) Find the adoption of the Sidewalks and Transportation Program Plan is exempt from review under the California Environmental Quality Act and qualifies for a Statutory Exemption under Senate Bill 922 as a pedestrian transportation plan that establishes a comprehensive, coordinated approach to improving pedestrian infrastructure and safety pursuant to Public Resource Code Section 21080.20; and 3) Approve Resolution 24-18 adopting the Sidewalks and Transportation Equity Program Plan.

REGULAR AGENDA
NONE
GENERAL ADMINISTRATION FUNCTION – PART II

10. COUNCIL COMMUNICATIONS / ASSIGNMENTS
Bikeshare Policy Steering Committee --------------------------------------------Guerrero, Alternate - Early City/County 2x2 ----------------------------------------------------Guerrero/Orozco, Alternate – Sulpizio Hull City/School 2x2 ------------------------------------------------------Guerrero/Sulpizio Hull, Alternate - Alcala Executive Commission to Address Homelessness --------------------Sulpizio Hull, Alternate - Orozco EIFD Public Financing Authority----------------------------------------------------Vacant, Alternate - Vacant League of California Cities --------------------------------------------------- Alcala, Alternate – Sulpizio Hull Local Agency Formation Commission ---------------------------------------------------------------------- Alcala Port District Commission ---------------------------------------------------------Guerrero, Early, Sulpizio Hull Remote Access Network ------------------------------------------------------------------------------------Guerrero River City Regional Stadium Financing Authority------------------------------------------Guerrero, Orozco Sacramento Area Council of Governments (SACOG) ------------------------Guerrero; Alternate - Early Sacramento Regional County Sanitation District Board --------------Orozco; Alternate - Sulpizio Hull West Sacramento Area Flood Control Agency JPA ----------------------------Alcala; Alternate - Orozco Yolo Animal Servies Planning Agency JPA----------------------------Guerrero; Alternate – Sulpizio Hull 4 Yolo County Housing Authority-------------------------------------------------Early, Alternate - Sulpizio Hull Yolo Transportation District -----------------------------------------------------Early, Alternate - Sulpizio Hull Yolo Habitat Conservancy ------------------------------------------------------------------------------Sulpizio Hull Yolo-Solano Air Quality Management District ----------------------------Alcala; Alternate – Sulpizio Hull Yolo Subbasin Sustainable Groundwater Agency-------------------------Sulpizio Hull; Alternate - Early

COUNCIL INTERMEDIARY REPRESENTATIVES
Delta Protection Commission -------------------------------------------------------Vacant; Alternate - Vacant New Hope Community Development Corporation---------------------------------Early; Alternate - Alcala Yolo County Consolidated Redevelopment Successor Agency Oversight Board--------Sulpizio Hull

11. COUNCIL APPOINTMENTS, REAPPOINTMENTS, REMOVALS TO/FROM CITY AND NONCITY BOARDS AND COMMISSIONS  Appointments to the following:
o Parks, Recreation, & Intergenerational Services Commission (1 vacancy) o Environment & Utilities Commission (1 vacancy)
o Board of Appeals (1 vacancy & 1 alternate)

12. PART II
A. Council Calendar
B. City Manager Report
C. City Attorney Report
D. Staff Direction from City Council Members
E. Future Agenda Item Requests by Council
F. Adjourn
I, Jennifer Cusmir, City Clerk, declare under penalty of perjury that the foregoing agenda for the February 21, 2024 regular and closed session meetings of the West Sacramento City Council, Redevelopment Successor Agency and Financing Authority was posted February 16, 2024 at the rear entrance at City Hall, 1110 West Capitol Avenue, West Sacramento, CA and was available for public review.

NOTE: If you challenge the nature of a proposed action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at, or prior to, the public hearing.

The agenda and agenda reports are also available on the City’s website at www.cityofwestsacramento.org City Council meetings are broadcast live on Wave Cable Channel 20 and rerun the next day at 12:00 PM and the following Saturday at 6:00 PM.

All public materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are also made available for public inspection on the City’s website at:
www.cityofwestsacramento.org. Any document provided at the meeting by staff or by the public will be provided by the City Clerk upon request by phone at (916) 617-4500, or by email at: [email protected].

If you need assistance to participate in this meeting, including translation support, please contact the City Clerk’s Office at 916-617-4500 or [email protected]. Notifying the City Clerk’s Office at least 48 hours prior to the meeting will assist staff in assuring reasonable arrangements can be made to provide accessibility to the meeting. Assisted listening devices are available at this meeting. 5 Si necesita ayuda para participar en esta reunión o servicios de traducción, comuníquese con la Oficina del Secretario Municipal al 916-617-4500 o [email protected]. Notificar a la Oficina del Secretario Municipal al menos 48 horas antes de la reunión ayudará al personal a garantizar que se puedan hacer arreglos razonables para proporcionar accesibilidad a la reunión.

Los dispositivos de escucha asistida están disponibles en esta reunión. 6 CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 2
SUBJECT:

PRESENTATION OF PROCLAMATION RECOGNIZING FEBRUARY AS

BLACK HISTORY MONTH
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ X ] Council [ ] Staff
[ ] Other
Paul Hosley, Public Information Officer
City Manager’s Office
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action

OBJECTIVE
The purpose of this report is to celebrate African Americans’ contributions to our society during the month of February and recognize their courageous efforts to ensure equity and peace for all people.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt a proclamation recognizing February as Black History Month.

BACKGROUND
Black History Month has been celebrated every February since 1976, when President Gerald Ford officially recognized it as a national observance. This month holds significance as the birth month of two prominent figures in the fight for freedom: President Abraham Lincoln, born February 12, who issued the Emancipation Proclamation, and Frederick Douglass, born February 14, a leader in the abolitionist movement. The celebration of their contributions eventually led to the establishment of Black History Month, originally stemming from Negro History Week, observed during the second week of February.

ANALYSIS
African Americans have played a significant role in the economic, cultural, spiritual, and political development of West Sacramento. Recognizing Black History Month not only highlights the past achievements of individuals like Lincoln and Douglass, but also emphasizes the ongoing efforts to address disparities in education, healthcare, and diversity hiring. The election of Dr. Dawnté Early as West Sacramento’s first African American Councilmember in 2021 underscores the city's commitment to inclusivity and representation.

Adoption of this proclamation signifies the City's acknowledgment of the important role African Americans have played in our history and the City’s continuing work toward becoming an inclusive community where all citizens feel supported, recognized, and represented.

Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
Adoption of this proclamation underscores the City’s commitment to inclusiveness including in the 2023 Strategic Plan priority item “Municipal Workforce and Management Diversity.” Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
N/A

ATTACHMENT
Proclamation
7 Attachment 1

PROCLAMATION

OF THE CITY COUNCIL OF THE CITY

OF WEST SACRAMENTO
RECOGNIZING FEBRUARY 2024 AS

BLACK HISTORY MONTH
WHEREAS, February marks Black History Month, a time to honor and celebrate the extraordinary achievements and contributions of African Americans throughout history; and WHEREAS, we acknowledge the resilience and courage of African Americans who have confronted adversity and championed justice, paving the way for equality, peace, and progress in our society; and
WHEREAS, we pay homage to the remarkable individuals who played pivotal roles in shaping our nation's history, from the courageous activists of the Civil Rights Movement to the trailblazers who have excelled in every field, enriching our economic, cultural, and political landscape; and
WHEREAS, Black History Month traces its roots back to the establishment of Negro History Week in 1926 by Carter G. Woodson and the Association for the Study of African American Life and History, highlighting the ongoing journey of African Americans to new horizons and social realities; and
WHEREAS, this Black History Month serves as a call to action to uphold the principles of equality and justice, to affirm the value of Black lives, and to redouble our efforts to address systemic disparities in healthcare, housing, education, and criminal justice; and WHEREAS, the City of West Sacramento remains steadfast in its commitment to fostering an inclusive community where the contributions of all residents, past, present, and future, are acknowledged and celebrated; and
WHEREAS, it is with pride that the City of West Sacramento honors the rich heritage and enduring legacy of African Americans in our community.

NOW, THEREFORE, BE IT PROCLAIMED that the City Council of the City of West Sacramento hereby declares February 2024 as “Black History Month” and urges all citizens to join in commemorating our diverse heritage and culture, while reaffirming our dedication to building a more equitable, peaceful, and prosperous society for all.

PROCLAIMED this 21st day of February 2024.

ATTEST:

Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
8 CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 3
CONSIDERATION OF AMENDMENT NO. 2 TO THE PROFESSIONAL SERVICES CONTRACT WITH MARK THOMAS INC. FOR THE SOUTHPORT LEVEE
RECREATION TRAIL (CIP 62147)
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Jai Chahal,
Construction & Facilities Development Manager
Capital Projects Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to approve Amendment No. 2 of the Professional Services contract with Mark Thomas Inc. for the environmental, design, and permitting associated with the Southport Levee Recreation Trail Project (CIP 62147).

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Approve Amendment No. 2 to the Professional Services Contract with Mark Thomas Inc. in the amount of $159,231 for the Southport Levee Recreation Trail Project; 2) Delegate authority to the City Manager, or his designee, to execute Contract Amendment No. 2 with Mark Thomas Inc. for the Southport Levee Recreation trail Project; 3) Delegate authority to the City Manager, or his designee, to execute contract amendments up to 10% ($15,923) of the contract amendment value;
4) Delegate authority to the City Manager, or his designee, to execute non-substantive changes or modifications to the professional services contract, with approval from the City Attorney; and 5) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

BACKGROUND
In December 2020, staff began work on a grant application to the Sacramento-San Joaquin Delta Conservancy Community and Economic Enhancement Grant Program (CEE Grant Program). The CEE Grant Program is a non-competitive grant program designed to fund a breadth of projects that benefit Delta communities in order to sustain the Delta’s heritage and enhance the unique values of the Delta today. In order to prepare a formal grant application, staff issued a Request for Proposals for the Southport Levee Planning and Design Project. Staff received two proposals and Mark Thomas Inc. (Mark Thomas) was selected as the consultant for the Project based on their flood, levee, and trail project expertise. Mark Thomas worked with the City to develop a refined scope and cost estimate to complete the Project.

On December 8, 2021, the City Council approved a grant agreement between the City and the Sacramento-San Joaquin Delta Conservancy to receive $337,863 to fund the Southport Levee Recreation Planning and Design project. Additionally, the Council awarded a professional services contract to Mark Thomas Inc., for the environmental documentation, design, and permitting work associated with paving 5.6 miles of Class I bike path on the crown of the newly constructed Southport Levee.

On February 13, 2023, the City Council approved Amendment No. 1 in the amount of $4,308 to have Mark Thomas provide legal descriptions necessary to secure a Recreation Easement for the project.

ANALYSIS
As City staff worked through the design process with Mark Thomas, it became apparent that the segment of trail near the southern terminus of the project was not included in the original Southport Levee Improvement project and that additional environmental and permitting work would be required. Staff also recognized the connection point between the Clarksburg Branch Line Trail and the start of the trail at South River Road and Village Parkway would require additional design work not included in Mark Thomas’s original contract. This Contract Amendment No. 2 includes this additional environmental, design and permitting work and is detailed in Attachment 1.

SUBJECT:

CT
9 AMENDMENT NO. 2 TO SERVICES CONTRACT WITH MARK THOMAS FOR THE SOUTHPORT LEVEE RECREATION TRAIL February 21, 2024

Environmental Considerations
All required CEQA and NEPA analyses will be completed as part of the Project. Significant environmental analysis has already been completed as part of the overall Southport Levee Improvement project but the full scope of this trail Project was not covered in the analysis for the Southport Levee Improvement project. Because of this, environmental review for the Project has been included in the Project’s scope of work.

Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
The following alternatives are available to the City Council:
1) Approve the recommended actions as stated above.
2) Make adjustments to the recommended actions.
3) Decline the recommended actions or cancel the project.

Alternatives 2 and 3 are not recommended as this is a grant-funded project with a tight delivery schedule. Any changes or modifications to the scope of the Project or the documents required to move the Project forward will impact the funding and overall project schedule.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the Parks & Recreation Department and the Finance Department.

Budget/Cost Impact
This project is included in the current approved Capital Improvement Program. There are sufficient funds within the CIP project budget for the recommended actions and no additional funding is required or being requested at this time.

ATTACHMENT

1. Contract Amendment No. 2 for Professional Services with Mark Thomas Inc. 10 Attachment 1
Mark Thomas & Company
PAR21-291 Southport Levee Recreation Trail
Expires 12/31/2025
AMENDMENT NO. 2
to the

CONTRACT FOR SERVICES
between the

CITY OF WEST SACRAMENTO
and

MARK THOMAS & COMPANY
Dated December 8th, 2021
This Amendment No 2 to the Contract for Services between the City of West Sacramento and Mark Thomas & Company dated December 8th, 2021, is made and entered into this 6th day of December 2023. Except as expressly amended herein, the December 8th, 2021, Contract for Services is in full force and effect.

RECITALS,
WHEREAS, in December 2021 City Council approved a professional services contract with Mark Thomas Inc. to prepare engineering plans, specifications, and cost estimate for the Southport Levee Recreation Trail in the amount of $344,123; and WHEREAS, Amendment No. 1 was executed on February 13, 2023, to include the necessary legal descriptions for the Recreation Easement Requirements; and WHEREAS, City staff identified additional engineering design and environmental services required for the northern and southern terminus of the trail; and WHEREAS, the City and Consultant desire to amend said contract.

NOW, THEREFORE, IT IS MUTUALLY AGREED by parties hereto to amend said agreement as follows:

I. SCOPE OF SERVICES:

The scope of services as set forth in the Contract for Services dated December 8th, 2021, shall be revised to include additional environmental consulting services and construction document design services as outlined in Exhibit A.

II. COMPENSATION:

The compensation as set forth in the Contract for Services December 8th, 2021, shall be increased by $159,231 as outlined in Exhibit B and total contract shall not exceed $507,662.

III. TERMS:

The contract term as set forth in the Contract for Services dated December 8th, 2021, shall be revised to include the following:

Contract term shall be extended for one year and shall terminate on December 31st, 2025.

IN WITNESS WHEREOF the parties hereto have executed this Agreement as the date herein set forth.

CITY OF WEST SACRAMENTO
By:

Aaron Laurel, City Manager
11 Attachment 1
Mark Thomas & Company
PAR21-291 Southport Levee Recreation Trail
Expires 12/31/2025

MARK THOMAS & COMPANY
By:

Matt Brogan, PE, Principal + Vice President

APPROVED AS TO FORM
By:

Jeffrey Mitchell, City Attorney
ATTEST:

By: ________________________________________________________ Jennifer Cusmir, City Clerk
12 November 8, 2023
Memo to: Jai Chahal
Construction & Facilities Development Manager
Capital Projects Department
City of West Sacramento
(530) 300-1636
[email protected]
Re: SOUTHPORT LEVEE RECREATION TRAIL CONTRACT AMENDMENT REQUEST / additional environmental consulting services and construction document design services
This memo serves as a request for a contract amendment to the Southport Levee Recreation Trail project to include the evaluation of previously unknown archaeological and built-environment resources to support addressing cultural resources for the project and the development and preparation of construction documents for three additional areas that are off levee as have been discussed in prior meetings between Mark Thomas and the City. The additional areas off levee are defined as:

Clarksburg Branch Line Trail Connection Segment – this area extends from the Southport Levee north approximately 1,600LF to the connection of a private property access road. The scope of improvements is to be limited to aggregate base paving only (no asphalt or concrete pavement). The intent is to provide a more uniform, traversable surface for users while minimizing construction and design costs. No work, improvements, or evaluation of the existing wood tressle bridge (this includeds railing) is anticipated at this time. No roadway, landscape, signage, drainage, sidewalk, or electrical related improvements are anticipated.

Resurfacing and Striping of S River Rd from Village Pkwy to Southport Levee Trail – Between Village Parkway and the current connection of the Southport Levee Recreation Trail near te northeast corner of Riva on the River (approx 2,700LF), the existing unused South River Road will be resurfaced (assume new slurry seal only) and striped for trail use. No grading, drainage, paving, or other improvements are Exhibit A
13 November 8, 2023
anticipated. Land survey will be limited to identifying the edges of existing pavement only. No topo or other existing elements are anticipated in the survey.

Trail Access Area at Village Parkway – The area on the immediate east side of Village Parkway at the current South River Road is to be converted into a minimally developed parking and access gateway to the Southport Levee Recreation Trail.

The scope of improvements are anticipated to be gateway monumentation utilizing the City’s standard design, some wayfinding signage, an information kiosk similar to the Linden Rd Trailhead, post and cable fencing, a curb return and one curb ramp at the southeast corner of Village Pkwy and S. River Rd, two manual service vehicle gates, aggregate parking, new chain link fencing along the norther edge of the area, two to three paved accessible parking stalls, and cold milling the asphalt paving currently in place within the area limits. No shade structure, landscape, drainage, or electrical related improvements are anticipated. See attached Schematic Plan for more information.

SCOPE

1.0 ADDITIONAL ENVIRONMENTAL AND PERMITING CONSULTING

SERVICES

1.01 Archaeological Resource Technical Study & Assessment Report Based on a preliminary review of background materials and results from the Northwest Information Center (NWIC) records search, four archaeological resources are located partially within the project area (#s 57-000107, - 000530, -001152 and -001455).

Although these resources are mapped partially within the project area, it is anticipated that no trace of them remains within the project footprint.

However, minimal supplementary resource updates are required to document the anticipated absence of sites -000107 (a prehistoric site), - 000530, - 001152 (both agricultural ditches), and -001455 (another prehistoric site) from the project area. LSA will conduct Phase I field evaluations of these resources (a visual inspection of the existing ground surface that will not involve any excavation).
14 November 8, 2023
Although the project is within a Tribal Cultural Landscape (TCL) that has been documented on DPR forms in Sacramento County (#34-005225), it is based on geographic features rather than archeological resources, and LSA is not involved in the AB 52 process. Therefore, addressing treatment/mitigation of impacts of the TCL is a matter of consultation between the Lead Agency and consulting tribes and beyond the scope of this cultural resources assessment.

A draft standalone archaeological report including the positive results of the records search, research and survey will be provided within 45 days of the Notice to Proceed (NTP) with attached supplemental resource documentation. A final archaeological report will be prepared within 14 days of receiving comments on the draft.

1.02 Historical Resource Technical Study & Evaluation Report a) Project Impacts Analysis for #57-001521 (Sacramento River West Levee)
LSA will conduct a formal Secretary of the Interior’s-based Project Impacts Analysis (PIA) of proposed project impacts to a segment of the Sacramento River West Levee, which is eligible for inclusion in the National Register of Historic Places and the California Register of Historical Resources for associations with important events, namely flood management, and the agricultural and economic development of the Sacramento Valley.

The PIA will assess potential project related impacts for the purposes of the California Environmental Quality Act (CEQA). The PIA will be a twostep process. The first step will analyze the scope and nature of the design for compatibility with the character-defining features of the levee segment within the project area that justifies its status as historical resources under CEQA. The second step will assess whether any potentially discordant aspects of the proposed design would cause a “substantial adverse change” (i.e., physical demolition, destruction, relocation, or alteration of the resource or its immediate surroundings) 15 November 8, 2023
in the significance of this historical resource using the criteria described in in California Code of Resources Section 15064.5)(b)(3). Should such an adverse change be likely, LSA will use the Secretary of the Interior’s Standards for the Treatment of Historic Properties (Secretary’s Standards) to develop design recommendations necessary to reduce the severity of the potential impact.

LSA will prepare a supplemental eligibility evaluation that will rely, as much as possible, on previous research, maps, plans, drawings, and other background information to characterize and understand the historical and environmental context of the project site, much of which is available via the previous evaluations: The tasks listed below will be completed as part of this work program.
x Site visit – An LSA architectural historian who meets the Secretary of the Interior’s Professional Qualification Standards (36 CFR Part 61) will conduct a pedestrian field survey to photograph and document the existing conditions of the historical resource within the project area. The project site setting will also be documented and photographed.
x Review Existing Documentation – Documents to be reviewed include proposed project plans, historical documentation of the levee, and the previous historical research results prepared by cultural resource consultants.
x Prepare Draft PIA – A draft PIA will be prepared that will analyze the project’s compatibility with the character-defining features of the levee segment in the project area that underpins its status as a historical resource and then assess whether any potentially discordant aspects of the proposed design would cause a “substantial adverse change” in its significance. The PIA will be prepared under the assumption that the City of West Sacramento concurs with the conclusions of previous eligibility evaluations of the levee within the project site. LSA will utilize the recommended approaches provided in the Secretary’s Standards to avoid or substantially reduce the severity of potential adverse change(s) to the levee and its character-defining features.
16 November 8, 2023
x Review and Revision of Draft PIA – This review will provide relevant comments on the impact analysis to ensure the analysis is consistent with the Secretary’s Standards. LSA will prepare a revised PIA that incorporates changes and includes recommendations, as necessary, for design revisions towards the goal of compliance with the Secretary’s Standards. The revised PIA will then be sent to you, or a designated representative, for review and comment. Any design revisions that result from the PIA’s conclusions and
recommendation will be reflected in the final draft PIA for submittal to the City.

A draft PIA will be prepared within 45 days from authorization to proceed. A final PIA will be prepared within 14 days of receiving comments on the draft.
b) Historical Resource Evaluation Update for Clarksburg Branch Line Trail Connection Segment
LSA will conduct a formal architectural eligibility evaluation of the segment of the former Sacramento Northern Railroad (SNRR).

Background research indicates separate segments of the SNRR were previously evaluated at different times resulting in a mixture of eligible and non-eligible segments and elements. LSA’s evaluation will build on the existing information and update the existing resource record to provide a finding of eligibility specific to the segment under Section 5024.1 of the California Public Resources Code using the significance criteria of the California Register of Historical Resources (CRHR) significance criteria.

LSA will prepare a supplemental eligibility evaluation that will rely, as much as possible, on previous research, maps, plans, drawings, and other background information to characterize and understand the historical and environmental context of the project site, much of which is available via the previous evaluations: The tasks listed below will be completed as part of this work program.
17 November 8, 2023
x Background Research – LSA will conduct property-specific research at information repositories, government offices, and local archives as necessary to investigate the background of the subject segment of SNRR. LSA will review results of a Northwest Information Center (NWIC) cultural resource records search of the project site. LSA will contact local historical societies such as the West Sacramento Historical Society and the Yolo County Historical Society to request any information or share concerns they may have about the project area. LSA will utilize, to the greatest degree possible, the information presented in previously prepared cultural resources documentation (if any) or related reports to minimize redundant research. x Site Visit – An LSA architectural historian who meets the Secretary of the Interior’s Professional Qualification Standards (36 CFR Part 61) in Architectural History and History will conduct a pedestrian field survey to document the form, materials, and construction of the SNRR segment, as well as to identify any structural modifications that may have occurred over time. The segment will be recorded on California Department of Parks and Recreation 523 Series (DPR 523) Continuation Update forms, using OHP Guidelines.
x Eligibility Evaluation – Following the research and field review, LSA will prepare a focused historic context statement and update the existing DPR 523 form record for the SNRR to include the segment and evaluate it for listing in the CRHR. Archaeological or Native American-related resources are not included in the evaluation but would be addressed elsewhere. The methods, results, and recommendations of LSA’s study will be documented in a technical letter report of findings describing the proposed project, LSA’s research methodology, and conclusion. An appended DPR 523 form record for 57-00915 update will contain the eligibility evaluation. No separate technical report will be prepared. A final copy will be submitted to the NWIC to fulfill an agreement for archive access.

LSA will respond to up to four hours of City comments on the draft report.

A draft letter report and DPR 523s from records will be prepared within 18 November 8, 2023
45 days from authorization to proceed. A final version of the report and resource records will be prepared within 14 days of receiving comments on the draft.

1.03 Modify Existing CEQA Scope from Tiered IS/MND to an Addendum to the SSREIP EIR
Based on input from City staff regarding a priority to reuse as much of the existing SSREIP EIR as possible, LSA proposes to modify the existing scope, which consists of a Tiered IS/MND and instead complete an Addendum to the SSREIP EIR.

Pursuant to CEQA Guidelines Section 15164, an Addendum is permitted when a project (or a project’s circumstances) change, or new information is available, but these conditions result in no new environmental impacts and do no increase the severity of impacts previously identified. Once complete, the decision-making body shall consider an Addendum with the Final EIR prior to making a decision on the proposed project. CEQA Guidelines Section 15168(c)(4) recommends using a written checklist or similar device to confirm that the environmental effects of a subsequent activity were adequately covered in a previous EIR.

The scope below will replace Task 2 Prepare CEQA IS/MND in our original scope:
a) Administrative Draft EIR Addendum
Based on LSA’s understanding of the proposed project and technical reports provided by the City, the project appears to meet the above criteria for preparation of an Addendum to the 2014 SSREIP EIR. The proposed project would consist of paving an existing levee trail, signage, and associated parking.

LSA will prepare a Draft Addendum that summarizes why no new or more severe impacts are anticipated for each environmental topic listed in Appendix G of the CEQA Guidelines. The technical studies prepared in our original scope and the supporting technical studies above will be 19 November 8, 2023
used to support the analysis, where appropriate. In addition, since the time the 2014 EIR was adopted, the CEQA Guidelines were revised to require separate analysis for energy and wildfire. LSA will provide a quantitative assessment of energy use associated with the project using CalEEMod. LSA will also analyze the potential wildfire impacts related to the proposed project.

This scope of work assumes that no additional technical analyses, aside from those listed above, would be required in order to prepare the Addendum. If it is determined that an Addendum is not the appropriate terminal CEQA document or that additional technical analysis would be required, LSA will coordinate with the City to prepare a scope and budget modification for further environmental review.

Deliverables: Administrative Draft EIR Addendum (electronic copy) b) Screencheck Draft EIR Addendum
Based on a single set of non-contradictory comments received from City staff, LSA will revise the Administrative Draft EIR Addendum and prepare a Screencheck Draft EIR Addendum in underline and strikeout for the City to confirm that all comments and edits are fully incorporated.

Deliverables: Screencheck EIR Addendum (electronic copy) Final EIR c) Addendum and Mitigation Monitoring and Reporting Program (MMRP)
Based on a single set of non-contradictory comments received from City staff, LSA will revise the Screencheck Draft EIR Addendum and prepare a Final EIR Addendum. LSA will review the previously adopted Mitigation Monitoring and Reporting Program (MMRP) for the SSREIP EIR and update it as necessary to reflect the proposed project and applicable mitigation measures. The revised MMRP will be included in the Final EIR Addendum. LSA will also prepare a draft Notice of Determination (NOD) for review and posting with the County Clerk by 20 November 8, 2023
City staff. LSA will also compile the Administrative Record as a part of this task. LSA will provide a digital version (PDF format) for the City’s records as well as up to five hard copies. The scope assumes that certification of the EIR Addendum will be completed by City staff. No public circulation is required.

Deliverables: Final EIR Addendum and MMRP (electronic copy and 5 hard copies)
While this approach will not require public circulation of the document and save schedule, as noted in our original approach, the level of effort to prepare an Addendum to an EIR is comparable to a Tiered IS/MND. As such, we are not proposing a budget modification for this revised scope task.

1.04 CVFPB and USACE Permitting
For the Trail Access Area at Village Parkway, additional permitting coordination and document prep will be required for the CVFPB Encroachment permit and the USACE Section 408 permit. Mark Thomas will provide the services of our permitting subconsultant, Larson Wurzel & Associates to process the permits for this new area.

2.0 ADDITIONAL CONSTUCTION DOCUMENT DESIGN SERVICES

2.01 Utility Coordination: For this project, we assume no utility relocations will be necessary. To avoid potential risk of impacts, Mark Thomas will draft “A Letters” and distribute to utilities providers along with 65% plans for input.

2.02 Topographic Survey: A topographic survey of the the two off-site areas will be performed and utilized as the base in design. All pavement edges, utilities, countours (1ft intervals), major vegetation, trees, and existing conditions will be documented. It is assumed that the surveys of two areas will be performed together.

2.03 Construction Documents: Mark Thomas will prepare 35%, 95%, and final bid level plans and cost estimates for the off site areas. The following plans 21 November 8, 2023
are anticipated:
a) Clearing and Grubbing Plans
b) Grading Plans
c) Layout Plans with cross sections
d) Erosion and Sediment Control Plan (for Trail Access Area at Village Parkway only)
e) Site Construction Plan and details (for Trail Access Area at Village Parkway only)
Thank you, Jai. Let me know if you have any questions or need any refinement to this scope.

Erik Smith, ASLA, PLA
Division Manager + Associate
(916) 208-6563

MARK THOMAS
22 Sr. Project Manager
Project Engineer
Design Engineer II
Survey Manager
Project Surveyor
Sr. Survey Technician
2 Person Field Crew
LAUD Division
Manager
Sr. Landscape
Architect
Landscape Designer II
Sr. Project Accountant
Sr. Project
Coordinator
LSA Associates
Larson Wurzel &
Associates
$291 $185 $157 $230 $193 $144 $318 $281 $155 $123 $112 $113

1.0 ADDITIONAL ENVIRONMENTAL PERMITING CONSULTING SERVICES1.01 Archeological Resource Technical Study & Assessment Report 0 $0 15,295 - $15,295

1.02 Historical Resource Technical Study & Evaluation Report 0 $0 9,730 - $9,730

1.03 Modify Existing CEQA Scope from Tiered IS/MND to an Addendum to the SSREIP EIR 0 $0 - - $01.04 CVFPB and USACE Permitting 0 $0 - 4,000 $4,000 Subtotal Phase 1.0 ADDITIONAL ENVIRONMENTAL PERMITING CONSULTING SERVICES 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 $25,025 $4,000 $29,025

2.0 ADDITIONAL CONSTRUCTION DOCUMENT DESIGN SERVICES2.01 Utility Coordination 48 12 $1,996 - $1,996 -2.02 Topographic Survey 6 14 30 48 98 $23,666 - - $23,6662.03 Construction Documents 32 140 280 20 40 64 4 8 588 $100,216 - - $100,216 Subtotal Phase 2.0 ADDITIONAL CONSTRUCTION DOCUMENT DESIGN SERVICES 32 144 288 6 14 30 48 20 40 64 4 8 698 $125,878 $0 $0 $125,878 TOTAL HOURS 40 144 288 6 14 30 48 20 40 64 4 8 706OTHER DIRECT COSTS $0 $2,000 $0 $2,000TOTAL COST $11,640 $26,640 $45,216 $1,380 $2,702 $4,320 $15,264 $5,620 $6,200 $7,872 $448 $904 $128,206 $27,025 $4,000 $159,231 COST PROPOSAL FOR AMENDMENT REQUEST #2: SOUTHPORT LEVEE RECREATION TRAIL

TOTAL COST
Subconsultants
Total
Hours
Total MT
Cost
Please note that the rates shown are for estimating purposes only. See rate schedule for actual rates/ranges. 11/8/2023 Exhibit A Table 1
23 CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 4
SUBJECT:

CONSIDERATION OF APPROVAL OF CONTRACT AMENDMENT NO. 4 FOR PROFESSIONAL SERVICES WITH DEWBERRY ENGINEERS, INC. FOR THE SYCAMORE TRAIL PHASE III PROJECT (CIP 14027)
INITIATED OR REQUESTED BY: REPORT PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Kevin Tan, Assistant Civil Engineer
Ryan Teves, Senior Civil Engineer
Capital Projects Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information for approval of professional services contract Amendment No. 4 with Dewberry Engineers, Inc. for additional design and engineering support services for the Sycamore Trail Phase III Project (“Project”). (CIP 14027)

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Approve Amendment No. 4 to the contract for professional services with Dewberry Engineers, Inc. in the amount of $99,090.00;
2) Authorize the City Manager, or his designee, to execute Amendment No. 4 with Dewberry Engineers, Inc in the amount not to exceed $99,090.00;
3) Authorize the City Manager, or his designee, to execute non-substantive changes or modifications to the professional services contract, with approval from the City Attorney; and 4) Delegate authority to the City Manager, or his designee, to execute amendments to extend the term of the contract, if necessary.

BACKGROUND
In 2013, the City adopted the Bicycle, Pedestrian, and Trails Master Plan (BPTMP) with the vision of providing one of the nation's top bicycle and pedestrian friendly communities. The BPTMP promoted bicycling and walking as practical modes of transportation within the community by laying out an updated vision of connected bikeways, walkways, and trails that link together the neighborhoods, places of employment, shopping centers, parks, and schools. Included in the 2013 Master Plan was the Sycamore Trail, a five-phase project that extends south from Sacramento Avenue near Yolo Street across the State Highway Route (SHR) 50 and the Barge Canal to the Lake Washington Boulevard and Jefferson Boulevard intersection.

In 2016, the City received $1.15 million in funding from the Sacramento Area Council of Governments (SACOG) and $5.18 million in funding from the California Urban Greening Grant Program through the Natural Resources Agency for the design and construction of the Sycamore Trail Phase II Extension Project.

When the City updated the BPTMP on July 18, 2018, the City renewed its commitment to the Sycamore Trail and listed it as one of its signature projects. On August 22, 2018, the City Council adopted the final Initial Study/ Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Sycamore Trail Phase II and Ill Projects.

The City completed Phase I of the Sycamore Trail in April of 2019. The first phase provided a multi-use paved trail and trail amenities that connect Westfield Park to Joey Lopes Park. Phase II, currently under construction with completion anticipated in summer 2024, includes a new bicycle and pedestrian bridge over SHR 50 and links Joey Lopes Park to the WUSD Clarendon Street Campus, the current location of Westmore Oaks K-8 School. Phase III will extend the Sycamore Trail south to Stone Blvd and Phase IV will extend the trail across the Deep-Water Ship Channel to Southport.

In 2021, the City was awarded $6.189 million in grants from the Caltrans Active Transportation Program (ATP) Cycle 5 for the design and construction of the Sycamore Trail Phase II and III Projects. $3.5 million was awarded for the construction of Phase II, while $2.689 million was awarded for the completion of the design, acquisition of right of way, and construction of Phase III.
24 Dewberry Engineers, Inc. Amendment No. 4, Sycamore Trail Phase III Project February 21, 2024

ANALYSIS
In 2023, Dewberry Engineers, Inc. and its sub-consultants completed additional design and Right of Way services to mitigate impacts to key stakeholders. The design was modified to lessen impacts to WUSD, Regional San and various utility owners. As a result, the Right of Way impacts to property owners increased and required additional design and Right of Way support services. For Dewberry Engineers, Inc. to complete Phase III of the project, the original contract compensation will need to be revised to include additional services identified in the proposal dated January 4, 2024, attached as “Exhibit A” within Attachment 1. The compensation of the additional services is $99,090.00. The total compensation under the contract, as amended, will be $1,475,560.54 with $14,009.44 remaining contingency, per Attachment 1.

Environmental Considerations
On August 22, 2018, the City Council adopted the Final Initial Study/Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Project with Resolution 18-51. As the project has not been modified since that time, no new environmental analysis is required, consistent with State CEQA Guidelines Section 15162 and 15168(c)(2).

Commission Recommendations
In October and November of 2018, presentations on the Project aesthetics were made to three separate City Commissions including: Arts, Culture and Historic Preservation; Transportation, Mobility and Infrastructure; and Parks, Recreation and Inter-generational Services Commissions. In December 2018, staff presented to the City Council the feedback received from the City Commissions. In July 2019, the Council adopted Resolution 19-71 which formally accepted the Project Transportation Art and Community Identification design and requested its installation within the State right of way.

Strategic Plan Integration
The Project is consistent with the City of West Sacramento’s vision: “A Vibrant City where you can Live, Work, Learn and Play”. The Sycamore Trail Project is a top priority of the BPTMP, connecting communities both north and south of SHR 50 providing a safer intergenerational alternative connection for pedestrians.

Alternatives
the following alternatives are available to the City Council:
1) Approve the recommended actions as stated above.
2) Make adjustments to the recommended actions.
3) Decline the recommended actions or cancel the project.

Alternatives 2 and 3 are not recommended as this is a grant-funded project with a tight delivery schedule. Any changes or modifications to the scope of the Project or the agreements required to move the Project forward will impact the funding and timing available for the Project.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the City Attorney and the Finance Department.

Budget/Cost Impact
This project is included in the City’s current Capital Improvement Program (CIP) as CIP 14027. There is sufficient funding available in the project budget for the recommended actions, therefore, no additional funding appropriations are required or requested.at this time.

ATTACHMENTS
1) Contract Amendment No. 4 for Professional Services with Dewberry Engineers, Inc. 25 Dewberry Engineers, Inc.

MC20-039 Sycamore Trail Phase II and III
Expires 12/31/24
AMENDMENT NO. 4
to the

CONTRACT FOR SERVICES
between the

CITY OF WEST SACRAMENTO
and
Dewberry Engineers, Inc.

September 6, 2017
This Amendment No. 4 to the Contract for Services between the City of West Sacramento and Dewberry Engineers, Inc. dated September 6, 2017, is made and entered into this 21st day of February, 2024. Except as expressly amended herein, the September 6, 2017, Contract for Services is in full force and effect.

RECITALS
WHEREAS, the City of West Sacramento and Drake Haglan & Associates executed a contract for services on June 30, 2017, for the Consultant to provide professional services for the Sycamore Trail Phase II and Ill Project (Project); and WHEREAS, Dewberry Engineers, Inc. purchased Drake Haglan & Associates on September 27, 2019. The City acknowledged the acquisition and assigned the Project agreement to Dewberry Engineers, Inc. on November 8, 2019, incorporated herein by reference as Exhibit A; and
WHEREAS, 95% of the design was completed in March 2020 and additional construction funding was needed for Phase II; and
WHEREAS, in 2020, the City applied for additional design and construction funding for Phase II and III from Caltrans Active Transportation Program Cycle 5. In Spring 2021, $3.5 million was awarded for the construction of Phase II, while $2.689 million was awarded for completion of the design, acquisition of right of way, and construction of Phase III, for a combined total of $6.189 million awarded; and WHEREAS, on November 27, 2019, Amendment 1 was executed to extend the term of the contract through August 1, 2021; and
WHEREAS, on December 8, 2021, Amendment 2 was executed to add scope and compensation in the amount of $222,385.23 and extend term through December 31, 2024; and
WHEREAS, on January 18th, 2024, Amendment 3 reallocated the remaining design budget for Phase II to Phase III in the amount of $42,387.65; and WHEREAS, Dewberry Engineers submitted Amendment 4 requesting allocation additional funds for completion of Phase III design, acquisition of Right of Way, and construction support in the amount of $99,090.00; and
WHEREAS, the City and Consultant desire to amend said contract.

NOW, THEREFORE, IT IS MUTUALLY AGREED by parties hereto to amend said agreement as follows:

I. SCOPE OF SERVICES:

The scope of services as set forth in the Contract for Services dated September 6, 2017, shall be revised to reflect the additional efforts as outlined in Exhibit A.

Attachment 1
26 Dewberry Engineers, Inc.

MC20-039 Sycamore Trail Phase II and III
Expires 12/31/24
II. COMPENSATION:

The compensation as set forth in the Contract for Services dated September 6, 2017, shall be revised to include the following:

Compensation shall be increased by Ninety Nine Thousand Ninety Dollars and Zero cents ($99,090.00), for said additional services, and total compensation shall not exceed One Million Four Hundred Eighty Four Thousand Five Hundred Sixty dollars and Fifty Four cents ($1,484,560.54) without the City’s prior written approval.

IN WITNESS WHEREOF the parties hereto have executed this Agreement as the date herein set forth.

CITY OF WEST SACRAMENTO
By:

Aaron Laurel, City Manager
Dewberry Engineers, Inc
By:

Brian Hansen, Associate Vice President

APPROVED AS TO FORM
By:

Jeffrey Mitchell, City Attorney
ATTEST:

By: ________________________________________________________ Jennifer Cusmir, City Clerk
27

January 4, 2024
Ryan Teves
Senior Civil Engineer / Project Manager
City of West Sacramento
1110 W Capitol Avenue
West Sacramento, CA 95691
RE: Sycamore Trail Phase II & III Extension Project - Amendment Request Amendment No. 3 - Phase III Reallocation and Additional Design Support Dear Mr. Teves,
Dewberry Engineers Inc. (Dewberry) respectfully requests an amendment to its current contract in accordance with Section 17, "Changes in Terms" of Contract of Services dated September 6, 2017 for the subject project. The need for this amendment is primarily due to additional effort required to complete the design and right of way for Phase III of the project. This amendment also requests reallocation of remaining budget to new tasks specific to Phase III per the request of the City to separate Phase III costs.

This amendment request includes the following:

Reallocation Summary - No change to total budget
Task 3: Utility Coordination (-$9,342.24)
We are requesting reallocation of the remaining Task 3 budget to be used for Task 12, Phase III Utility Coordination.

Task 7: Plans, Specifications, and Estimates (PS&E) (-$26,185.57) We are requesting reallocation of the remaining Task 7 budget to be used for Task 13, Phase III Plans, Specifications, and Estimates.

Task 9: Right of Way (R/W) (-$3,859.84)
We are requesting reallocation of the remaining Task 9 budget to be used for Task 14, Phase III Right of Way.

Task 10: Bidding Support ($2,080.25)
We are requesting reallocation of $2,080.25 to cover costs which exceeded the original budget as part of the Phase II bidding support. Their was additional Caltrans coordination required beyond that anticipated when developing the original scope and fee.

Task 12: Phase III Utility Coordination ($8,000)
We are requesting reallocation of $8,000 from Task 3 for anticipated utility coordination in support of the final Phase III PS&E and Right of Way. The new task provides tracking of Phase III specific costs per the City's direction.

Task 13: Phase III PS&E ($21,307.08)
We are requesting reallocation of $21,307.08 from Task 7 for design services in support of the 28 Mr. Teves
Sycamore Trail Phase II & III Extension Project
Amendment Request
January 4, 2024

final Phase III PS&E and Right of Way. The new task provides tracking of Phase III specific costs per the City's direction.

Task 14: Phase III Right of Way Support ($5,000)
We are requesting reallocation of $5,000 for Right of Way support. The new task provides tracking of Phase III specific costs per the City's direction.

Dewberry ODC: (-$3,000) | UNICO ($2,000.00) | Bennett/Y&C ($4,000) We are requesting reallocation of a portion of the remaining Dewberry ODC budget to be used to cover additional design services for subconsultants UNICO and Bennett/Y&C. There have been modifications within WUSD property beyond that originally scoped which may require additional field survey work. Additional Plat and Legals and electrical design is required for the redesign of the trailhead at Park and Stone.

Amendment Request - $99,090.00
Task 11: As Directed By City ($30,000.00)
We are requesting to increase the contingency budget for potential future tasks.

Task 13: Phase III PS&E ($12,000)
Additional design effort is required due to modifications at the trailhead at Park and Stone in addition to design efforts for the revisions within WUSD property to accommodate impacted parking. These efforts are beyond the assumptions in the original scope and fee and require modification to previously submitted 95% plans.

Task 15: Phase III Construction Support ($15,000)
Based on the effort to date in support of the Phase II construction, we are requesting additional budget to support the anticipated construction support effort as part of Phase III construction.

Callander: Phase III PS&E ($11,000 PS&E | $5000 Construction Support) Additional design effort is required due to modifications at the trailhead at Park and Stone.

Additional costs for anticipated construction support for Phase III. These efforts are beyond the assumptions in the original scope and fee and require modification to previously submitted 95% plans.

Interwest: Phase III Right of Way ($21,090)
Additional effort beyond initial scope as identified below:
• Update preliminary title reports for three parcels. Previous preliminary title reports were stale with delay in completing Phase III work.
• Addition of third parcel for redesign of trailhead at Park and Stone. • Additional effort coordinating with the State of CA for acquisition. 29 Mr. Teves
Sycamore Trail Phase II & III Extension Project
Amendment Request
January 4, 2024

Bennett/Y&C: Phase III Construction Support ($5,000)
• Additional costs for anticipated construction support for Phase III. These efforts are beyond the assumptions in the original scope and fee.

The total additional cost for this amendment request is $99,090.00, The following table summarizes the reallocation and amendment request.

We sincerely appreciate your consideration of this request. If you have any questions or would like further clarification on any of these issues, please call at your convenience.

Sincerely,
Brian Hansen
Project Manager
Task / Subconsultant Current Budget Spent
As of 11/24/23
Unbilled
Through 12/31/23
Reallocation
1/2/24
Amendment
Request New Budget SpentAs of 12/31/23 Remaining

1.0 Project Management $ 151,464.00 $ 140,434.79 $ 729.37 $ - $ - $ 151,464.00 $ 141,164.16 $ 10,299.85

2.0 Project Surveying, Mapping and Control, and Initial Right of Way $ 7,826.06 $ 7,826.06 $ - $ - $ 7,826.06 $ 7,826.06 $ -

3.0 Utility Coordination $ 37,253.98 $ 27,911.74 $ (9,342.24) $ - $ 27,911.74 $ 27,911.74 $ -

4.0 Geotechnical Services $ 4,579.50 $ 4,579.50 $ - $ - $ 4,579.50 $ 4,579.50 $ -

5.0 Public Outreach Program $ 30,460.64 $ 30,460.64 $ - $ - $ 30,460.64 $ 30,460.64 $ -

6.0 Environmental Documentation $ 66,811.21 $ 66,811.21 $ - $ - $ 66,811.21 $ 66,811.21 $ -

7.0 Plans, Specifications, and Estimates $ 574,633.41 $ 548,447.84 $ (26,185.57) $ - $ 548,447.84 $ 548,447.84 $ -

8.0 Regulatory Agency Permits $ 20,109.83 $ 20,110.15 $ 0.32 $ - $ 20,110.15 $ 20,110.15 $ -

9.0 Right of Way $ 9,489.19 $ 5,629.35 $ (3,859.84) $ - $ 5,629.35 $ 5,629.35 $ -

10.0 Bidding Support $ 12,925.86 $ 15,006.11 $ 2,080.25 $ - $ 15,006.11 $ 15,006.11 $ -

11.0 As Directed By City (Phase II Construction Support) $ 42,281.60 $ 23,117.11 $ 1,332.18 $ - $ 30,000.00 $ 72,281.60 $ 24,449.29 $ 47,832.31

12.0 Phase III Utility Coordination $ - $ - $ 8,000.00 $ - $ 8,000.00 $ - $ 8,000.00

13.0 Phase III PS&E $ - $ 7,341.79 $ 2,060.18 $ 21,307.08 $ 12,000.00 $ 33,307.08 $ 9,401.97 $ 23,905.11

14.0 Phase III Right of Way $ - $ 666.09 $ 1,332.18 $ 5,000.00 $ - $ 5,000.00 $ 1,998.27 $ 3,001.73

15.0 Phase III Construction Support $ - $ - $ 15,000.00 $ 15,000.00 $ - $ 15,000.00 DHA ODC $ 17,608.24 $ 7,170.24 $ (3,000.00) $ - $ 14,608.24 $ 7,170.24 $ 7,438.00 AIM Consulting $ 40,800.30 $ 40,800.30 $ - $ - $ 40,800.30 $ 40,800.30 $ - BRG Engineering $ 48,191.33 $ 48,191.33 $ - $ - $ 48,191.33 $ 48,191.33 $ - Callander Associates $ 78,378.58 $ 63,950.87 $ 2,849.60 $ - $ 16,000.00 $ 94,378.58 $ 66,800.47 $ 27,578.11 Interwest Consultling Group $ 67,280.00 $ 48,617.29 $ 390.63 $ - $ 21,090.00 $ 88,370.00 $ 49,007.92 $ 39,362.08 LSA Associates $ 16,062.30 $ 16,062.30 $ - $ - $ 16,062.30 $ 16,062.30 $ - UNICO Engineering $ 40,555.10 $ 35,517.06 $ 2,000.00 $ - $ 42,555.10 $ 35,517.06 $ 7,038.04 WRECO $ 93,667.05 $ 79,483.69 $ - $ - $ 93,667.05 $ 79,483.69 $ 14,183.36 Y&C Transportion Consultants $ 25,092.36 $ 18,101.35 $ 376.32 $ 4,000.00 $ 5,000.00 $ 34,092.36 $ 18,477.67 $ 15,614.69 Total: $ 1,385,470.54 $ 1,256,236.81 $ 9,070.46 $ - $ 99,090.00 $ 1,484,560.54 $ 1,265,307.27 $ 219,253.28 30 CITY COUNCIL AGENDA REPORT
MEETING DATE: February 21, 2024 ITEM # 5
SUBJECT:

CONSIDERATION OF FIRST READING OF ORDINANCE 24-5 AMENDING TITLE 10 (VEHICLES AND TRAFFIC) OF THE MUNICIPAL CODE RELATING TO THE

RE-ESTABLISHMENT OF SPEED LIMITS ON CERTAIN STREETS WITHIN THE CITY OF WEST SACRAMENTO (CIP 12019)
INITIATED OR REQUESTED BY: REPORT PREPARED BY:

Joanna Ortiz, Assistant Engineer
Christian Asuncion, Associate Civil Engineer
Capital Projects Department
[ ] Council [X] Staff
[ ] Other
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to consider the approval of proposed amendments to Title 10 of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Waive the first reading and read by title and number only, Ordinance 24-5, amending Title 10 (Vehicles and Traffic) of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento; and
2) Inform the public that the second reading and adoption of Ordinance 24-5 is scheduled for March 20, 2024.

BACKGROUND
The City of West Sacramento is dedicated to providing a safe environment for motorists, bicyclists, and pedestrians. Setting speed limits requires a rational procedure to maintain the confidence of the public and legal systems. Determining speed limits relies on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of drivers. According to the California Vehicle Code (CVC) Section 22358, posted speed limits along collector and arterial roadways must be established and justified by an Engineering and Traffic Survey. These posted speed limits must also be updated every seven (7) years and can be extended to ten (10) years when a registered Civil or Traffic Engineer determines that no significant changes in roadway or traffic conditions have occurred.

The last update to the Citywide speed limit surveys was conducted in 2013. On August 3, 2020, City staff solicited proposals for professional services with a Request for Proposal (RFP) posted to the City website. The City received proposals from the following three firms, listed in alphabetical order:
 Kimley Horn
 Mott MacDonald
 TJKM
A three (3) person panel ranked and evaluated the proposals. The panel concluded that Mott MacDonald was the most qualified consultant to complete this assignment and to do so in a timely manner. The City Council approved the contract with Mott MacDonald on November 18, 2020.

Upon approval of the Mott MacDonald contract, City staff, in coordination with the Police Department, prioritized segments throughout the City to update. The radar speed surveys for these segments were conducted by National Data & Surveying (NDS).

Since speed limits are codified in the City Municipal Code, ordinances were required to reestablish the speed limits with the correct date of the reestablishment in code.

The following ordinances have been approved by City Council:
31 Citywide Speed Limit Survey Project
February 21, 2024

Ordinance Date approved by City Council
Ordinance 21-09 06/16/2021
Ordinance 22-15 03/02/2022
Ordinance 22-15 04/19/2023
Ordinance 23-05 09/27/2023

ANALYSIS
Following approval of Ordinance 23-5, City staff determined the remaining segments to be included with the fifth set to be evaluated by the consultant.

The segments along with the recommended changes are listed in the table below:

Road Segment Name
Current
Posted
Speed Limit
(mph)
Recommended
Speed Limit
(mph)
Speed
Limit
Change?
1 Kegle Drive between Carrie Street and Anna Street 25 25 No 2 Lake Washington Boulevard between Stonegate Drive and Village Parkway 35 35 No
3 Lighthouse Drive between Fountain Drive and A Street 35 35 No 4 Linden Road (East) between Alder Way and South River
Road 35 35 No
5 Marshall Road between Marshall Road (westend) and
Golden Gate Drive. 35 35 No
6 Merkley Avenue between Westacre Road and Jefferson
Boulevard 25 25 No
7 Parkway Boulevard between Industrial Boulevard and
South End 35 35 No
8 Rice Avenue between Harbor Boulevard and East End. 30 30 No 9 Southport Parkway between Ramco Street and Promenade
Street 45 45 No
For all of the segments, the 85th percentile was significantly greater than the currently posted speed limit, and this required further evaluation.

According to the CA Manual of Uniform Traffic Control Devises (CA MUTCD) Section 2B.13, paragraph 12a, the posted speed limit “shall be established at the nearest 5-mph increment of the 85th percentile speed of freeflowing traffic.” The CA MUTCD also allows for further evaluation by a registered Civil or Traffic Engineer in order to lower the posted speed limits. A lower speed limit could be justified by consideration of accident data, conditions not readily apparent to the driver, residential density, and pedestrian and bicycle safety.

In addition, the CA MUTCD 2014, Revision 7, Section 2B.13 included a California Vehicle Code (CVC) section 22358.8, which states “Local agency may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8.” The standard further states that “Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.” Based on the CA MUTCD 2014 Revision 7, Section 2B.13, Mott MacDonald recommended no changes to the current posted speed limit.

Environmental Considerations
Not Applicable.
32 Citywide Speed Limit Survey Project
February 21, 2024

Commission Recommendations
This item does not require policy guidance from the Commission.

Strategic Plan Integration
The Project and recommended actions support the City Council’s Strategic Principle of Core Services and infrastructure: “Sustain a financially sound city in which everyone feels safe and secure, with quality services and well-maintained infrastructure.”
Alternatives
The City Council’s primary alternatives are summarized below:
1) Approve the recommended action as stated above.
2) Delay or revise the recommended action.
3) Not approve the recommended action.

Alternative 1 is staff’s recommended action. Delay of the project or not approving the recommended action would further delay updating posted speed limits as required per CVC 22358.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the Finance Department and the City Attorney’s Office.

Budget/Cost Impact
This project is included in the current Capital Improvement Program (CIP) as CIP 12019. Sufficient funding is included in the project budget for the recommended actions and no additional funding appropriations are required or being requested at this time.

ATTACHMENTS
1) Ordinance 24-5
2) 2023 Engineering and Traffic Survey Report
33 Attachment 1
ORDINANCE 24-X

AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF WEST SACRAMENTO AMENDING MUNICIAPL CODE CHAPTER 10.18 The City Council of the City of West Sacramento does ordain as follows:

Section 1. Purpose and Authority. The purpose of this Ordinance is to amend Chapter

10.18 of the Municipal Code
Section 2. Authority. The City Council enacts this Ordinance in accordance with the authority granted to cities by State law.

Section 2. Amendment. Section 10.18.010 of the West Sacramento Municipal Code is hereby amended to read as follows:

Chapter 10.18 SPEED LIMITS

10.18.010 Findings.

A. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on February 21, 2024, the city council of the city of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

B. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

Street From/To Recommended Speed
Limit
Kegle Drive Carrie Street and Anna Street 25
Lake Washington
Boulevard Stonegate Drive and Village Parkway 35
Lighthouse Drive Fountain Drive and A Street 35
Linden Road (East) Alder Way and South River Road 35
Marshall Road Marshall Road (westend) and Golden
Gate Drive 35
Merkley Avenue Westacre Road and Jefferson
Boulevard 25
Parkway Boulevard Industrial Boulevard and South End 35 Rice Avenue Harbor Boulevard and East End 30
Southport Parkway Ramco Street and Promenade Street 45
34 C. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on September 27, 2023, the city council of the city of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

D. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

Street From/To Recommended Speed
Limit
Jefferson Boulevard Southport Parkway and City Limits
(South) 55
Park boulevard Jefferson boulevard and Stone
Boulevard 25
West Capitol Ave Enterprise Boulevard and Northport
Drive 40
West Capitol Ave Northport Drive and Harbor Boulevard 40 West Capitol Ave Harbor Boulevard and Sycamore Street 35 West Capitol Ave Sycamore Street and Jefferson
Boulevard 35
West Capitol Ave Jefferson Boulevard and Grand Street 35 West Capitol Ave Grand Street and 5th Street 35
E. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on April 19, 2023, the City Council of the City of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

F. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

Street From/To Recommended Speed
Limit
Anna Street Bryte Avenue and Kegle Drive 25
Boatman Avenue Industrial Boulevard and Terminal
Street 25
Bryte Avenue Riverbank Road and Sacramento Ave 25
C Street 5
th Street and City Limit 30
Carlin Drive Oates Drive and Ramco Street 35
Carrie Street Bryte Avenue and Kegle Drive 25
Cebrian Street Del Monte Street and Stone Boulevard 30
35 Ordinance 23-9
February 21, 2024
Street From/To Recommended Speed
Limit
Channel Drive Seaport Boulevard and Channel Drive 35
Commerce Drive West end and east end 25
Davis Road Seymour Avenue and Jefferson
Boulevard 30
Douglas Street Lighthouse Drive and Sacramento
Avenue 25
Duluth Street Galveston Street and Harbor Boulevard 25
Evergreen Ave Pine Street and Harbor Boulevard 30
Evergreen Ave Harbor Boulevard and Coke Street 30
Front Street Shore Street and Terminal Street 25
Galveston Street Duluth Street and Houston Street 25
Golden Gate Drive Oakland Bay Drive and Promenade
Street 30
Golden Gate Drive Promenade Street and Marshall Road 30 Gregory Avenue Bevan Road and South River Road 45
Harmon Road Jefferson Boulevard and Antioch
Avenue 30
Hart Avenue Allen Avenue and Higgins Road 25
Houston Street West Capitol Avenue and Duluth Street 25 Higgins Road Linden Road and Hart Avenue 25
Higgins Road Hart Ave and Jefferson Blvd 25
Jefferson Boulevard West Capitol Avenue and 15th Street 35 Jefferson Boulevard Davis Road and Southport Parkway 55 Lighthouse Drive Fountain Drive and Kegle Drive 25
Maple Street West Capitol Avenue and Michigan
Boulevard 25
Merkley Avenue Sycamore Street and Westacre Road 25
Michigan Boulevard Pecan Street and Portsmouth Avenue 25 Michigan Boulevard Portsmouth Avenue and Jefferson
Boulevard 25
North Harbor Boulevard Riverbank Road and Reed Avenue 45 Northport Drive Commerce Drive and West Capitol
Avenue 30
36 Street From/To Recommended Speed
Limit
Oakland Bay Drive Southport Parkway and Golden Gate
Drive (east) 35
Oates Street Carlin Drive and Ramos Drive 30
Pine Street West Capitol Avenue and Evergreen
Avenue 25
Poplar Street Evergreen Avenue and Michigan
Boulevard 25
Port Street Shore Street and Terminal Street 30
Promenade Way Ramos Drive and Golden Gate Drive 30
Ramco Street Southport Pkwy and south end terminus 35
Ramco Street Oates Street and Promenade Street 30
Riverbank Road North Harbor Road and Bryte Avenue 25
Seaport Boulevard West End and Parkway Boulevard 35
Shore Street Front Street and Del Monte Street 30
Stonegate Drive Lake Washington Blvd and Village
Parkway 35
Sutter Street West Capitol Avenue and north end
terminus 25
Sycamore Street West Capitol Avenue and Evergreen
Avenue 25
Terminal Street Del Monte Street and Industrial
Boulevard 30
Todhunter Avenue Anna Street and Sacramento Avenue 25
Westacre Road Michigan Boulevard and West Capitol
Avenue 25
3 rd Street B Street and West Capitol Avenue 25
15th Street Jefferson Boulevard and South River
Road 30
G. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on April 6, 2022, the City Council of the City of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

H. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:
37 Ordinance 23-9
February 21, 2024
Street From/To Recommended Speed
Limit
Linden Rd. (North) Summerfield Dr. to Jefferson Blvd. 35 Linden Rd Stonegate Dr. to Alder Way 35
Del Monte St. Harbor Blvd to Cebrian St 35
Cummins St. Kegle Dr. to 6th St. 25
Sunset Ave. North Harbor Blvd. to Sacramento Ave. 35
Davis Rd. Jefferson Blvd. to Antioch Ave. 40
Davis Rd. Antioch Ave. to South River Rd. 40
Harbor Blvd. Reed Ave. to Rice Ave. 35
Jefferson Blvd. Sacramento Ave. to West Capitol Ave. 40 Jefferson Blvd. Stone Blvd. to Lake Washington Blvd. 45 Jefferson Blvd. Lake Washington Blvd to Linden Rd.
(South) 45
Jefferson Blvd. Linden Rd. (South) to Davis Rd. 45
Kegle Dr. Anna St. to Sacramento Ave. 25
Lake Washington Blvd. Jefferson Blvd. to Stonegate Dr. 35 Linden Rd. (South) Summerfield Dr. to Jefferson Blvd. 35 Linden Rd. Jefferson Blvd. to Stonegate Dr. 35
Sacramento Ave. Kegle Dr. to 6th St. 40
Southport Pkwy. Promenade St. to Marshall St. 45
Southport Pkwy. Marshall Rd. to Jefferson Blvd. 35
Enterprise Blvd. Seaport Blvd. to Channel Dr. 35
Riverside Pkwy. Reed Ave to Stillwater Rd. 35
6 th St. Cummins Way to C Street 25
Embarcadero Dr. Riverside Pkwy. (N) to Riverside Pkwy.
(S) 30
F St. 8
th St. to 2nd St. 30
Marshall Rd. Seymour Ave to Jefferson Blvd. 35
F St. Jefferson Blvd to 8th St. 35
I. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on July 14, 2021, the City Council of the City of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

J. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:
38 Street From/To Recommended Speed
Limit
Enterprise Boulevard West Capitol Avenue to Seaport Blvd. 40 Gregory Avenue Jefferson Boulevard to Bevan Road 45
Harbor Boulevard Rice Avenue to West Capitol Avenue 35
Harbor Boulevard West Capitol Avenue to Industrial
Boulevard 35
Industrial Boulevard Enterprise Boulevard to Parkway
Boulevard 45
Industrial Boulevard Parkway Boulevard to Harbor Boulevard 45 Industrial Boulevard Harbor Boulevard to Stone Boulevard 45 Jefferson Boulevard 15th Street to Stone Boulevard 45
Lake Washington
Boulevard Stone Boulevard to Jefferson Boulevard 45
Reed Avenue Riverside Parkway to Sunset Avenue 40
Sacramento Avenue Sunset Avenue to Kegle Drive 40
Southport Parkway Ramco Street to Lake Washington
Boulevard 45
Stillwater Road Reed Avenue to Riverside Parkway 40
Stone Boulevard Park Boulevard and Jefferson Parkway 25 5th Street A Street to West Capitol Avenue 35
Section 3. Severability. If any provision of this chapter, or the application of any such provision to any person or circumstance shall be held invalid, the remainder of this chapter, to the extent it can be given effect, or the application of those provisions to persons or circumstances other than those as to which it is held invalid, shall not be affected thereby, and to this end the provisions of this chapter are severable.

Section 4. Effective Date and Publication. This ordinance shall take effect 30 days after its adoption, and pursuant to Resolution 99-46 was published in summary format prior to adoption, and a summary will be published within 15 days after adoption in a paper of general circulation published and circulated within the City of West Sacramento. 39 PASSED AND ADOPTED by the City Council of the City of West Sacramento this 21st

day of February 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Martha Guerrero, Mayor
ATTEST: Approved as to form:

Jennifer Cusmir, City Clerk Jeffrey Mitchell, City Attorney CODIFY X UNCODIFY __________
40 Engineering & Traffic Surveys
City of West Sacramento
October 2023
41 507323716 REP A
C:\Users\NAR77489\Desktop\507367762-001 -
SR33_HenryMiller_TOAR_ICE_11302019.docx
Mott MacDonald
Mott MacDonald
180 Promenade Circle
Suite 300
Sacramento, CA 95834
Engineering & Traffic Surveys
City of West Sacramento
Final Report
October 2023

42 Mott MacDonald | Engineering & Traffic Surveys
Final Report
504100132-Cityofwestsac_Speedsurveysreport_10182023.Docx Issue and revision record
Revision Date Originator Checker Approver Description
1 10/18/2023 RN JN TA Final Report
Information class: Standard
This document is issued for the party which commissioned it and for specific purposes connected with the abovecaptioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it.

This R eport has been prepar ed sol ely for use by the party w hich commissi oned it (the 'Client') in connection wi th the capti oned pr oject. It shoul d not be used for any other purpose. N o person other than the Client or any party w ho has expr essly agreed terms of reli ance with us (the 'Recipi ent(s)') may r ely on the content, information or any views expr essed in the R eport. This R eport is confi denti al and contains pr opri etary intell ectual pr operty and we accept no duty of car e, r esponsibility or li ability to any other recipi ent of this R eport. N o repr esentati on, w arranty or undertaki ng, express or im plied, is made and no responsi bility or liability is ac cepted by us to any party other than the Client or any Reci pient(s), as to the accuracy or com pleteness of the i nformati on contai ned i n this R eport. For the avoi dance of doubt thi s Report does not i n any w ay pur port to i nclude any legal, insurance or fi na nci al advice or opi nion.

We disclaim all and any liability w hether arising i n tort, contr act or otherwise w hich we might otherwise have to any party other than the Cli ent or the Reci pient(s), in respect of this Report, or any inform ation contained in it. W e accept no responsi bility for any error or omissi on in the Report w hich is due to an error or omissi on in data, i nformation or statements supplied to us by other parti es i ncludi ng the Cli ent (the 'Data'). We have not independently verified the D ata or otherwise exami ned i t to determi ne the accuracy, com pleteness, sufficiency for any purpose or feasi bility for any particular outcome incl uding fi nanci al.

Forecasts presented i n this docum ent w ere pr epared usi ng the Data and the Repor t is dependent or based on the D ata. Inevitably, som e of the assumptions used to develop the for ecasts will not be realised and unantici pated events and circumstances m ay occur. C onsequently, we do not guarantee or w arrant the conclusions contained in the R eport as ther e are likely to be differences betw een the forecasts and the actual results and those differ ences may be m aterial. While we consi der that the information and opini ons given in this R eport are sound all parti es m ust rely on their ow n skill and judgem ent when m aking use of it.

Information and opi nions ar e current only as of the date of the Report and w e accept no responsi bility for updati ng such information or opi nion. It shoul d, therefor e, not be assum ed that any such inform ati on or opi nion conti nues to be accurate subs equent to the date of the Report. U nder no circum stances m ay this Report or any extract or summ ary thereof be used i n connecti on with any public or private securities offeri ng incl udi ng any related m emor andum or pr ospectus for any securiti es offering or stock exchange listi ng or announcem ent.

By acceptance of this Repor t you agree to be bound by this disclaim er. This disclaim er and any issues, disputes or cl aims arising out of or in connection wi th it (whether contractual or non-contractual i n natur e such as cl aims i n tort, from br each of statute or regul ati on or otherwise) shall be governed by, and co nstr ued i n accordance with, the law s of Engl and and W ales to the exclusion of all conflict of l aws principles and r ules. All disputes or claims arising out of or r elati ng to this discl aimer shall be subject to the excl usive jurisdicti on of the English and Welsh courts to w hich the parties irrevocably submit. 43 Mott MacDonald | Engineering & Traffic Surveys
Final Report
504100132-Cityofwestsac_Speedsurveysreport_10182023.Docx Contents
Executive Summary 1
Certification 2
1 Introduction 3
2 Study Purpose and Methodology 5

2.1 Statutory and Regulatory Requirements 5

2.2 Speed Data Collection 7

2.3 Traffic Count Data Collection 8

2.4 Collision Data Analysis 9

2.5 Field Reviews and ‘Floating Car’ Surveys 10
3 Data Summary & Recommendations 11

3.1 Data Summary 11

3.2 Speed Limit Recommendations 12
Appendix 14
Not the
Tables
Table 1: Statewide Average Accident Rates for Roadway Types 10 Table 2: Roadway Classification, Traffic Count and Collision Data Summary 11 Table 3: E&TS Summary 12
Table 4: Summary of Speed Limit Recommendations 13
Figures
Figure 1: Citywide Speed Survey Locations Map 4
44 Mott MacDonald | Engineering & Traffic Surveys 1
Final Report
Executive Summary
This Engineering and Traffic Surveys (E&TS) report prepared in conformance with requirements contained in the 2014 California Manual on Uniform Traffic Control Devices (CA-MUTCD, Revision 7, effective March 10, 2023) for speed zone studies, summarizes the data, evaluation, findings and recommendations for posted speed limits on study roadway segments in the City of West Sacramento. The study segments as identified by City staff are listed as follows:

Based on the data and evaluation contained in this report, for the study segments listed above, the current posted speed limits are recommended to be retained. Detailed discussions are contained in subsequent sections of this report.

City
Index
#
Road Segment Name
49 Kegle Drive between Carrie Street and Anna Street.
53 Lake Washington Boulevard between Stonegate Drive and Village Parkway. 54 Lighthouse Drive between Fountain Drive and A Street. 60 Linden Road (East) between Alder Way and South River Road. 63 Marshall Road between Marshall Road (westend) and Golden Gate Drive. 65 Merkley Avenue between Westacre Road and Jefferson Boulevard. 74 Parkway Boulevard between Industrial Boulevard and South End. 82 Rice Avenue between Harbor Boulevard and East End.
97 Southport Parkway between Ramco Street and Promenade Street. 45 Mott MacDonald | Engineering & Traffic Surveys 2
Final Report
Certification
This report includes the engineering and traffic surveys of speed limits within the City West Sacramento. The existing posted speed limits were reviewed for compliance with California Vehicle Code, Section 40802, which requires the preparation of engineering and traffic surveys for road segments with enforcement by radar or other electronic devices. The following reference materials were also used in the preparation of this report:

1. California Vehicle Code (CVC) – As of January 1, 2023.

2. California Manual of Uniform Traffic Control Devices (CA-MUTCD, 2014, Revision 7, effective March 10, 2023) – State of California, Department of Transportation, Sacramento, California.

All data utilized in this report is on file in the Capital Projects and Transportation Department, City of West Sacramento, 1110 West Capitol Avenue, West Sacramento, CA 95691.

The firms of Mott MacDonald Group, Inc. and Advanced Mobility Group, Inc. on behalf of the City of West Sacramento, have prepared this document.

I, Ravi Narayanan, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of West Sacramento, and this report was prepared under my supervision. This report’s contents are true and accurate to the best of my knowledge.
10/18/2023
____________________________
Ravi Narayanan, P.E., T.E.

Registered Civil Engineer 64326
Registered Traffic Engineer 2401
46 Mott MacDonald | Engineering & Traffic Surveys 3
Final Report
1 Introduction
The City of West Sacramento, Capital Projects and Transportation Department is undertaking studies for the update of Engineering and Traffic Surveys (E&TS) for multiple roadway segments throughout the City. The purpose and intent of this E&TS is to review and update existing posted speed limits in accordance with traffic engineering practices based on the 2014 California Manual on Uniform Traffic Control Devices (CA-MUTCD), Revision 7, and the California Vehicle Code (CVC Section 40802).

Figure 1 illustrates the location of the study segments on a Citywide map, and also indicates the existing roadway classification and current posted speed limits on these segments.

This report contains the following:
• Overview of statutory/regulatory requirements and relevant policies/guidelines that govern the need and requirements for the preparation of E&TS. • A brief overview of data methodologies used for collection, compilation and review/analysis of study data elements including, but not limited to, speed survey data, traffic count data and collision data.
• An E&TS summary sheet for study roadway segments that includes data summary as well as posted speed limit recommendation for the subject segment. • Technical Appendices that contain extracts of key regulatory document sections referenced in this study, as well as the raw or processed data used in the study. 47 #63
#97
#53
#54
#74
#82
#60
#49
#65
#XX
Legend:

Collector
Local Street
Low Access Control
Low-medium Access Control
Medium-high Access Control
City Segment Index Number
Existing Speed Limit
(As of March 2021)
Speed Surveys Study
City of West Sacramento
Map Source: City of West
Sacramento Public Access GIS Map
Citywide Speed Survey Locations
Figure 1
C:\Users\CHO90539\Desktop\Projects\City of West Sacramento\Speed Survey Locations.dwg 48 Mott MacDonald | Engineering & Traffic Surveys 5
Final Report
2 Study Purpose and Methodology

2.1 Statutory and Regulatory Requirements
Traffic speed zone surveys should fulfill California Vehicle Code (CVC) Sections 22357 and 22358, which require local agencies to follow certain procedures established by Caltrans in establishing new speed limits and revising existing speed limits. Furthermore, CVC Section 40802 requires speed limits enforced by radar or any other electronic device that measures the speed of moving objects to be evaluated on a recurring basis by an Engineering and Traffic Survey (E&TS) conforming to CVC Section 627. If the E&TS are more than five (5) years old, the speed zone is considered to be a “speed trap” under CVC Section 40802 and courts may reject evidence of speeding obtained through radar or other electronic devices.

E&TS may be up to seven (7) years old if conditions under CVC Section 40802(c)(1) related to enforcement training and equipment certification have been met.

On January 1, 2012, CVC 21400(b) became effective requiring the Department of Transportation (i.e. Caltrans) to revise the California Manual of Uniform Traffic Control Devices (CA-MUTCD) so that speed limits are based on field-collected speed data. Note that pursuant to recently passed California State Assembly Bill 43 (AB 43, Friedman, Traffic Safety) and Assembly Bill 1939 (AB 1939, Friedman, Traffic Safety, Speed limits), the CAMUTCD 2014, Section 2B.13 has been comprehensively revised per Revision 7 (effective March 10, 2023). The speed limit setting procedure is built around a ‘spot speed’ survey that typically consists of measuring speeds with a calibrated radar gun or other electronic device of motor vehicles traveling at free-flow speeds in each direction on a two-way street. The most important data point collected is the “85th percentile speed”, also referred to as the “critical speed”, which is the speed at or below which 85 percent of the sampled motor vehicles travelled during the data collection period.

According to CA-MUTCD Section 2B.13, paragraph 12a, the posted speed limit “shall be established at the nearest 5-mph increment of the 85th percentile speed of free-flowing traffic.” For example, a segment with an 85th percentile speed of 32 mph would have a rounded-down posted speed limit of 30 mph, while another segment with an 85th percentile speed of 33 mph would have a rounded-up posted speed limit of 35 mph. The CA-MUTCD allows the posted speed limit to be lowered by no more than 5 mph from a rounded speed, using one of two options that depend on whether the 85th percentile speed has been rounded down or up. The options may be applied as follows:
• Option 1: Option 1 within CA-MUTCD Section 2B.13, paragraph 12a says “The posted speed may be reduced by 5 mph from the nearest 5-mph increment of the 85th percentile speed, in compliance with CVC Sections 627 and 22358.5.” The cited CVC Section 627 defines an E&TS that is required to consider prevailing speeds, accident records, and conditions not readily apparent to the driver, and optionally consider residential density as well as pedestrian and bicycle safety. Note that the basis for a speed limit that is more than 5 mph lower than the 85th percentile speed is something other than prevailing speeds. In regards to conditions not readily apparent to the driver, CVC 22358 states that “physical conditions such as width, curvature, grade and surface conditions, or any 49 Mott MacDonald | Engineering & Traffic Surveys 6
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other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.”
• Option 2: Option 2 within CA-MUTCD Section 2B.13 paragraph 12a says “For cases in which the nearest 5-mph increment of the 85th percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5-mph increment below the 85th percentile speed, if no further reduction is used.” The Option 2 round-down, which became available when CVC Section 21400(b) went into effect January 1, 2012, requires no E&TS to post the speed limit sign. The E&TS is required nevertheless, however, to allow radar or similar devices to be used for enforcement.

Note again that consideration of accident data is a requirement for an E&TS as defined in CVC Section 627. However, CVC Section 21400(b) notes that in cases where Option 2 round-down is used, no further reduction in speed limit is allowed “for any reason”. Therefore, the prevailing collision data/rates based justification for speed limit decrease by 5 mph below the nearest 85th percentile speeds is only used with Option 1, and not with Option 2.

Although Option 1 could also be applied where recorded speeds are rounded up, Option 2 achieves the same reduced speed limit with lesser documentation requirements. According to the CA-MUTCD, Option 1’s documentation requirements consist of an E&TS that “shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer.” The reduction must be based on considerations other than prevailing speeds, such as accident data, conditions not readily apparent to the driver, residential density, and pedestrian and bicycle safety. • According to CVC Section 22358.5, “conditions not readily apparent to the driver” exclude roadway width, curvature, grade, and surface conditions. Neither the CVC nor the CAMUTCD provide much specific guidance regarding accident data or pedestrian or bicycle safety. The CA-MUTCD Section 2B.13, paragraph 34 notes however that “generally, the most decisive evidence of conditions not readily apparent to the driver surfaces in collision histories.” Prevailing collision rates that are higher than statewide average rates for similar facilities are typically used as reasons to justify a recommended 5 mph speed limit reduction below 85th percentile speed, when Option 1 is used. • CA-MUTCD Section 2B.13, paragraph 38 says “speed zones of less than 0.5 miles and short transition zones should be avoided.”
• For this study, an 85th percentile speed that coincided with a 5-mph increment was regarded as eligible for an Option 1 reduction, but not for an Option 2 round-down. • While the CA-MUTCD allows two options for lowering the posted speed limit, note that it offers no provision for raising the posted speed limit above the nearest 5-mph increment of the 85th percentile speed.

Note further that CA-MUTCD 2014, Revision 7, Section 2B.13 has included CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit), and offers the following option “Local agency may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8.” The standard further states that “Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable 50 Mott MacDonald | Engineering & Traffic Surveys 7
Final Report
or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.”
Residential Streets: CVC Section 22352(b)(1) defines prima facie speed limit as follows:

Twenty-five miles per hour (25 mph) on any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. CVC Section 627(c)(1) provides specific guidance on residential density. It may also be noted that many residential neighborhoods in the City of West Sacramento meet the density threshold of 16 separate dwelling houses or business structures per quarter mile of roadway frontage (both sides collectively). The statute does not apply to roadways within a business district. When residential density is considered per CVC Section 627(c)(1), judgment is applied as to whether a street lined with apartment buildings and condominiums should be considered a business district or a residential district. CVC Section 40802(b)(1) defines a “local street or road” as a facility that “primarily provides access to abutting residential property and meets the following three conditions: (A) Roadway width of not more than 40 feet, (B) Not more than one-half of a mile of uninterrupted length.

Interruptions shall include official traffic control signals as defined in Section 445, and (C) Not more than one traffic lane in each direction.”
Appendix Exhibit A and Appendix Exhibit B contain the relevant CVC and CA-MUTCD 2014, Section 2B.13, Revision 7 sections respectively, that are referenced in this E&TS.

Appendix Exhibit C contains a separate E&TS for each study segment.

2.2 Speed Data Collection
The radar speed surveys were conducted by National Data & Surveying (NDS) in accordance with California Department of Motor Vehicles (DMV) Regulations and CA-MUTCD guidance.

The speed surveys for the study segments in this report were conducted in July 2021 and in March 2022. The CA-MUTCD 2014, Revision 7, Section 2B.13, paragraph 27 provides guidance in the performance of speed data collection surveys i.e. field speed measurements, including the following:
• “The intent of the speed survey is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement or other means, just prior to, or while taking the speed measurements.” • “Speed measurements should be taken during off peak hours on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.”
The following general criteria and procedures were used in the speed data collection process:
• A representative number of ‘spot speeds’ were obtained by radar and recorded at each roadway location. The data was collected during ‘free flow’ (i.e. uncongested) periods, and a minimum of 100 samples in each direction of travel were taken for each highvolume location. For low-volume locations, the survey was conducted for a minimum of one hour or until at least 50 samples in each direction were obtained. Speed survey data 51 Mott MacDonald | Engineering & Traffic Surveys 8
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was conducted on a typical weekday (Tuesday through Thursday). Known peak travel periods were generally avoided and note that data collection was conducted between 7:00 AM and 9:00 AM or between 4:00 PM and 6:00 PM only if free-flow or uncongested travel conditions occurred.
• All surveys were conducted in clear, dry weather and in normal traffic flow conditions (i.e. no accidents, detours, construction, etc.). The radar measurements were taken from a parked unmarked vehicle. A specific radar survey ‘spot’ on each roadway segment was chosen based on considerations such as – minimal influence by adjacent intersections or intersection controls, major driveways, crosswalks or railroad crossings, minimal visibility restrictions and no unusual physical constraints (such as parked vehicles, dips, curves, etc.) affecting traffic flow or speed.
• A sample of passing vehicles was randomly selected with careful attention to ensure that the sample represented the entire traffic stream. If several vehicles were in a platoon, only the speed of the first vehicle was recorded. All vehicles traveling at less than 40 mph speed and within 200 feet of the lead vehicle from the lead vehicle were considered to be in platoon. If vehicles were traveling at speeds greater than 40 mph, vehicles less than 350 feet from the lead vehicle were considered to be in platoon. • Radar units were certified and calibrated prior to use. NDS periodically checks their radar gun with a tuning fork to ensure that the device is calibrated and functioning properly. The calibration certificate for radar guns will be included with the final report. The NDS technicians that conducted the speed surveys are certified radar specialists. Data collection was repeated on different days for locations where the originally collected data was determined to be either erroneous or unreliable, or additional data was preferred for purposes of data confirmation/verification.

Appendix Exhibit D contains the radar ‘spot speed’ data collection summary in a graphical histogram format for each of the study segments. The reports include the following key data statistics:
• ‘Range’ refers to the range between the lowest and highest recorded speed in the sample.
• 50th percentile speed refers to the speed at or below which 50 percent of the sampled vehicles were traveling.
• 85th percentile speed refers to the speed at or below which 85 percent of the sampled vehicles were traveling.
• “10 mph pace speed range” refers to the 10 mph speed bandwidth within which the maximum proportion of sampled vehicles were traveling.

2.3 Traffic Count Data Collection
Vehicular traffic count volumes for study segments contained in this report were recorded by NDS in July 2021 and in March 2022. The data was collected using hoses or other machines, at approximately the same location where the spot speed surveys were conducted, and typically on the same day the speed surveys were conducted. Bi-directional vehicular traffic counts were recorded at 15-minute intervals continuously over a 24-hour typical weekday period, and summarized. The recorded 24-hour traffic count total was then 52 Mott MacDonald | Engineering & Traffic Surveys 9
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regarded as being representative of average daily traffic (ADT) demand conditions for the study segment for purposes of this study. Appendix Exhibit E contains the raw count data summary, and a graphical summary of the directional hourly volumes by time-of-day for each of the study segments.

The ADT data was mainly used for two purposes in this study:
• As inputs in the computation of actual current collision rates for those study segments where ‘detailed format’ E&TS report is requested.
• For purposes of comparison with relatively older/historical traffic counts (from 2013 through 2019) for the study segments as provided by the City.

The comparison of 2021 ADT data to older ADT data (if available) was completed primarily to obtain a high-level overview of daily traffic demand decreases that may have occurred in recent years and subsequent to the time the City may have last conducted speed surveys.

Note that traffic count data obtained in February-July 2021 may be regarded as “post Covid19” 1 traffic count volumes. A comparative review of ADT counts between 2013 and 2022 indicated that traffic volumes have increased in many of the City’s arterial roadways evaluated in this study, however traffic volumes on residential collectors and downtown streets have either remained relatively unchanged or somewhat decreased. Note however that no special adjustments were made to the 2021/22 counts (or speed or collision data) used in this study to account for Covid-19 impacts, however additional caution was exercised in recommending speed limit changes, especially in situations where prevailing 85 th
percentile speeds were significantly higher than posted speed limits.

2.4 Collision Data Analysis
For segments for which ‘detailed’ format E&TS reports was requested by the City, collision data analysis was completed. For segments using ‘short’ format E&TS reports, note that the collision data was not requested or reviewed in this study.

Collision data from available most recent 3 (or 5) years were obtained from two sources:
• City Police Department (PD) data as provided by City Public Works staff, • Statewide Integrated Traffic Records System (SWITRS) collision data as extracted by Mott MacDonald consultant team.

The total number of collisions and the computed actual collision rates based on SWITRS data is included in the E&TS summary sheets. The SWITRS data based graphical summaries for all study segments are included in Appendix Exhibit F. The City PD datasheets are also included for reference. An “actual” i.e. prevailing collision rate was calculated for each study segment using the following formula:

Collision Rate = (N *1,000,000) / (ADT*L*D*Y)
1 In September 2020, Mott MacDonald had high-level conversations with CA-MUTCD staff at Caltrans Headquarters, as well as Caltrans District 3 staff responsible for speed zones. The feedback received was that there are no specific Caltrans-issued policy or technical guidance on how speed surveys must be conducted or interpreted in the prevailing or post Covid-19 context, however additional technical caution (i.e. looking for significant changes in traffic volume demands, accident rates, etc. that may be reasonably attributable to Covid-19 conditions), and sound engineering judgment is recommended, especially in situations where the 85th percentile speeds are significantly greater than the posted speed limits. 53 Mott MacDonald | Engineering & Traffic Surveys 10
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• N = Total Number of collisions (midblock and intersection) within the study segment • Y = Total Number of years that the collision data was reported • ADT = Average Daily Traffic volume (vehicles per day) • L = Length of segment in miles
• D = Number of days in one year (365)
The actual rate (expressed in number of accidents per million vehicle miles per year) was compared to the “average” collision rate that may be reasonably expected to occur on roadways and highways with same/similar characteristics based on statewide data. The statewide average collision rates obtained from Caltrans are summarized in Table 1 for roadway types/cross-sections considered most similar to study facilities in the City of West Sacramento.

Table 1: Statewide Average Accident Rates for Roadway Types

2.5 Field Reviews and ‘Floating Car’ Surveys
In order to evaluate ‘conditions not readily apparent to the driver’, a review of all surveyed roadway segments was conducted to document highway, traffic, and roadside conditions from both field visits and aerial/mapping reviews. These reviews included review of the following:
• Roadside conditions (both physical and functional)
• Type and density of adjacent land uses, including residential uses. • Multimodal safety and potential conflicts with pedestrians, bicyclists, and residential or business districts, and heavy vehicle traffic in industrial areas.

Furthermore, a California-registered Traffic Engineer conducted a field check of study roadway segments, which involved driving each roadway segment during the ‘off-peak’ weekday travel periods, while "floating" with surrounding traffic in order to determine the speed of traffic from the driver's viewpoint.

Roadway Type Average Total Collision Rate
(per Million Vehicle Miles)
Two/three-lane Arterial/Collector (Rural) 0.79
Two/three-lane Arterial/Collector (Urban) 1.44
Four (or more) lanes Undivided Arterial (Statewide) 0.91 Four (or more) lanes Divided Arterial (Statewide) 0.99
Source: 2020 Crash Data on California State Highways (road miles, travel, crashes, crash rates) 54 Mott MacDonald | Engineering & Traffic Surveys 11
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3 Data Summary & Recommendations

3.1 Data Summary
A written statement for each study roadway segment was prepared and included in Appendix Exhibit C. Each of these segment-specific statements are considered the E&TS report for the subject segment. Each segment’s E&TS report contains a summary listing of the following:
• A high-level schematic map indicating study segment location and limits • Field speed survey data, and speed data statistics
• Average daily traffic count data
• For segments for which ‘detailed’ format E&TS reports was requested by the City, collision data and computed actual collision rates, and comparison to statewide average accident rates for similar facilities were included. For segment using ‘short’ format E&TS reports, note that the collision data was not requested or reviewed. • A brief description of physical/roadside characteristics including adjacent land uses, number of lanes, roadway functional classification, traveled way widths, median types/characteristics, number/frequency of driveways and intersections, bike and pedestrian facilities, railroad crossings, and truck traffic. • Existing and recommended speed limits, and
• An explanation for the recommended speed limit.
• Certification
Table 2 shows a summary of roadway classifications, traffic count data and collision data for study segments. Collision data is only included for detailed E&TS report segments.

Table 2: Roadway Classification, Traffic Count and Collision Data Summary Index
#
Road Segment Name
Current General
Plan Roadway
Classification
Median Type
Number
of
Lanes
Average
Daily
Traffic
Volume
(2022)
Length
(mi)
Number of
Collisions
(PD, 2017-
2022)
Acutal
Accident
Rate
(Acc/MVM)
(PD Data)
Statewide
Average
Accident
Data
(Acc/MVM)
49 Kegle Drive between Carrie Street and
Anna Street.

Collector None, centerline
only
2 2,274 0.2
53 Lake Washington Boulevard between
Stonegate Drive and Village Parkway.

Medium-High Access
Control Arterial
None, centerline
only
2 2,108 0.9 20 5.78 1.44
54 Lighthouse Drive between Fountain
Drive and A Street.

Medium-High Access
Control Arterial
Raised Center
Median 4 4,800 0.3
60 Linden Road (East) between Alder
Way and South River Road.

Medium-High Access
Control Arterial
None, centerline
only 2 1,413 0.5
63 Marshall Road between Marshall
Road (westend) and Golden Gate Collector None, centerline only 2 2,610 0.9
65 Merkley Avenue between Westacre
Road and Jefferson Boulevard.

Collector Two-way leftturn lane2 6,069 0.2
74 Parkway Boulevard between Industrial
Boulevard and South End.

Local None, centerline
only
2 3,452 0.6
82 Rice Avenue between Harbor
Boulevard and East End. Local None, centerline only 2 3,658 0.5 97 Southport Parkway between Ramco
Street and Promenade Street.

Medium-High Access
Control Arterial
Raised Divided
Island 4 15,568 0.8 50 2.2 0.99
Notes: PD = City Police Dept.
55 Mott MacDonald | Engineering & Traffic Surveys 12
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3.2 Speed Limit Recommendations
For each study segment, a recommendation for posted speed limit was developed based on one of the following five scenarios that occurred:

1. Nearest 5-mph increment of 85
th percentile speed matched existing posted limit and
therefore no speed limit change is recommended.

2. A 5 mph reduction from the nearest 5-mph increment 85th percentile speed (justified based on ‘Option 1’ or ‘Option 2’) matched existing posted limit, and therefore no speed limit change is recommended.

3. A 5 mph reduction from the nearest 5-mph increment 85th percentile speed (justified based on ‘Option 1’ or ‘Option 2’) is greater than existing posted limit, and therefore a speed limit change is recommended.

4. A 5 mph reduction from the nearest 5-mph increment 85th percentile speed (justified based on ‘Option 1’ or ‘Option 2’) is greater than existing posted limit, and still considered more than reasonable or safe, and therefore pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13, the currently posted speed limit (which was established based on a 2013 E&TS previously certified by the City) is recommended to be retained.

5. For residential fronting local streets the existing prima facie speed limit of 25 mph is recommended to be retained per CVC Section 22352(b)(1), if the street meets residential density criteria per CVC Section 627(c)(1) and local street criteria per Section 40802(b)(1).

Table 3 shows a summary of the E&TS data, findings and recommendations for all study segments.

Table 3: E&TS Summary
Index
#
Road Segment Name Data Survey
Date
Survey Time
Number
of
Lanes
Length
(mi)
Posted
Speed
Limit
(mph)
Number
of Radar
Sample
Data
10 MPH
Pace
% in
Pace
50% tile
Speed
(mph)
85% tile
Speed
(mph)
85% tile
Speed
(mph) -

ROUNDED
Applied
Option
Recomm
. Speed
Limit
(mph)
Speed
Limit
Change?
49 Kegle Drive between
Carrie Street and Anna
Street.
3/2/2022 12:05-13:10 2 0.2 25 114 25-34 76% 30 34 35 CVC 22358.8 25 NO 53 Lake Washington
Boulevard between
Stonegate Drive and
7/8/2021 10:15-11:15 2 0.9 35 137 34-43 67% 39 45 45 CVC 22358.8 35 NO 54 Lighthouse Drive between
Fountain Drive and A
Street.
3/9/2022 9:10-10:20 4 0.3 35 115 32-41 63% 38 45 45 CVC 22358.8 35 NO 60 Linden Road (East)
between Alder Way and
South River Road.
3/10/2022 12:15-14:00 2 0.5 35 112 33-42 61% 38 44 45 CVC 22358.8 35 NO 63 Marshall Road between
Marshall Road (westend)
and Golden Gate Drive.
3/15/2022 12:45-13:45 2 0.9 35 103 36-45 77% 41 46 45 CVC 22358.8 35 NO 65 Merkley Avenue between
Westacre Road and
Jefferson Boulevard.
3/3/2022 10:50-12:15 2 0.2 25 115 23-32 69% 27 33 35 CVC 22358.8 25 NO 74 Parkway Boulevard
between Industrial
Boulevard and South End.
3/15/2022 10:45-12:15 2 0.6 35 112 31-40 69% 35 43 45 CVC 22358.8 35 NO 82 Rice Avenue between
Harbor Boulevard and
East End.
3/8/2022 9:00-10:00 2 0.5 30 164 27-36 57% 32 38 40 CVC 22358.8 30 NO 97 Southport Parkway
between Ramco Street
and Promenade Street.
7/15/2021 9:05-10:00 4 0.8 45 204 45-54 69% 50 55 55 CVC 22358.8 45 NO Notes: "Applied Option" refers to CA-MUTCD, Revision 7, Section 2B.13 defined Options 1 and 2 or CVC Section 22358.8, as described in Report Section 2.1 . 56 Mott MacDonald | Engineering & Traffic Surveys 13
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Table 4 summarizes the segment speed limit recommendations from this study.

Table 4: Summary of Speed Limit Recommendations
Index
#
Road Segment Name
Current
Posted
Speed Limit
(mph)
Recommended
Speed Limit
(mph)
Speed
Limit
Change?
49 Kegle Drive between Carrie Street and Anna Street. 25 25 NO 53 Lake Washington Boulevard between Stonegate Drive and Village Parkway. 35 35 NO 54 Lighthouse Drive between Fountain Drive and A Street. 35 35 NO 60 Linden Road (East) between Alder Way and South River Road. 35 35 NO 63 Marshall Road between Marshall Road (westend) and Golden Gate Drive. 35 35 NO 65 Merkley Avenue between Westacre Road and Jefferson Boulevard. 25 25 NO 74 Parkway Boulevard between Industrial Boulevard and South End. 35 35 NO 82 Rice Avenue between Harbor Boulevard and East End. 30 30 NO 97 Southport Parkway between Ramco Street and Promenade Street. 45 45 NO 57 Mott MacDonald | Engineering & Traffic Surveys 14
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Appendix
Appendix Exhibit A – Applicable CVC Sections
Appendix Exhibit B – 2014 CA-MUTCD, Revision 7, Section 2B.13 Appendix Exhibit C – E&TS Summary sheets
Appendix Exhibit D – Radar Spot Speed surveys
Appendix Exhibit E – 24-Hour Traffic Volume Counts & Distribution Appendix Exhibit F – Collision Data
58 APPENDIX EXHIBIT A

APPLICABLE CALIFORNIA VEHICLE CODE (CVC) SECTIONS

ENGINEERING AND TRAFFIC SURVEY DEFINED
627. (a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures. (B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B). (2) Pedestrian and bicyclist safety.

Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

MUTCD AND SPEED LIMITS
21400 (b) The Department of Transportation shall revise the California Manual on Uniform Traffic Control Devices, as it read on January 1, 2012, to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic.

However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment, but then the Department of Transportation or a local authority shall not reduce the speed limit any further for any reason.

Amended by Stats. 2011, Ch. 528, Sec. 2. Effective January 1, 2012.

BASIC SPEED LAW
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963. 59 PRIMA FACIE SPEED LIMITS
22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(2) When traversing any intersection of highways if during the last 100 feet of the driver's approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. A local authority is not required to erect any sign pursuant to this paragraph until donations from private sources covering those costs are received and the local agency makes a determination that the proposed signing should be implemented. A local authority may, however, utilize any other funds available to it to pay for the erection of those signs.

Added Sec. 1, Ch. 420, Stats. 2013. Effective January 1, 2014. 22357.(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366. 60 (Repealed (in Sec. 28) and added by Stats. 1995, Ch. 766, Sec. 29. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.) DECREASE NEAR CHILDREN’S PLAYSGROUNDS
22357.1. Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children's playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 miles per hour speed limit shall be effective when signs giving notice of the speed limit are posted. Added Ch. 508, Stats. 1989. Effective January 1, 1990. 22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, or 25 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366. (Repealed (in Sec. 30) and added by Stats. 1995, Ch. 766, Sec. 31. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.)

DECREASE ON NARROW STREET
22358.3. Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Amended Ch. 1095, Stats. 1972. Effective March 7, 1973. Supersedes Ch. 372. 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or 61 leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.
(Amended by Stats. 2007, Ch. 384, Sec. 1. Effective January 1, 2008.)

DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the 62 ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds. (C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

Amended Sec. 1, Ch. 384, Stats. 2007. Effective January 1, 2008.

DOWNWARD SPEED ZONING
22358.5. It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, 63 would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.

Added Ch. 11, Stats. 1959. Effective September 18, 1959.

RETAINING OR RESTORING SPEED LIMIT
22358.8 - Retaining or restoring speed limit
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Amended by Stats 2022 ch 406 (AB 1938),s 3, eff. 1/1/2023.

Added by Stats 2021 ch 690 (AB 43),s 8, eff. 1/1/2022.

SPEED TRAPS
40802. (a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone.
(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of transportation. When a street or road does not appear on the “California Road System Maps,” it may be defined as a “Local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
64 (2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign. (c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear; the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years. (ii) This subparagraph does not apply to a local street, road, or school zone.

Amended Sec. 49, Ch. 491, Stats. 2010. Effective January 1, 2011. 65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 Appendix C
Engineering & Traffic Surveys
80 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Kegle Drive City Index Number: 49
Survey Limits: between Carrie Street and Anna Street.

Direction of Travel: Northbound/Southbound
Survey Date: 3/2/2022 Survey Day: Wednesday
Survey Time: 12:05 PM-1:10 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 114
Critical Speed (85th Percentile): 34 MPH 50th Percentile Speed: 30 MPH Pace Speed: 25 MPH To 34 MPH
In Pace: 76.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,274
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however there is no direct driveway access to street from the residential properties. 5' sidewalks are present in both directions. On-street parking is allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 25 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 20' wide, two-lane local street, and centerline only. Six unsignalized intersections through the segment, two are all-way stopcontrolled, and four are T-intersections. 7' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
81 82

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Lake Washington Blvd City Index Number: 53 Survey Limits: Between Stonegate Drive and Village Parkway Direction of Travel: Eastbound/Westbound
Survey Date: 7/8/2021 Survey Day: Thursday
Survey Time: 10:15-11:15 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 137
Critical Speed (85th Percentile): 45 MPH 50th Percentile Speed: 39 MPH Pace Speed: 34 MPH To 43 MPH
In Pace: 67.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,108
Length of Segment (In Feet): 4,752
C. Collision History
Number of Collisions (City PD) [Jan.2017-Dec.2022]: 20
Accident Rate (Acc/MVM): 5.78
Statewide Avg. Accident Rate
for Comparable Street
(Acc/MVM):

1.44 D. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider: Yes
Roadway Width: 40-100 ft # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Roadway is a medium-to high access control arterial that runs through built-out residential subdivsions, and has no direct fronting residential driveways. One commercial use has driveways with access to the roadway. Sidewalks are present along both directions. Curbs are not present along south side of pavement. Unused right-of-way (green space) is present along the south side of the traveled way.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13, it is recommended that the currently posted 35 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 40' wide, two lane roadway with intermittent striped median left-turn lane pockets. Segment contains four unsignalized (including two all-way stop controlled) intersections. Intermittent bike lanes present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
83 84

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Lighthouse Drive City Index Number: 54 Survey Limits: between Fountain Drive and A Street
Direction of Travel: Northbound/Southbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 9:10 AM-10:20 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 115
Critical Speed (85th Percentile): 45 MPH 50th Percentile Speed: 38 MPH Pace Speed: 32 MPH To 41 MPH
In Pace: 63.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,800
Length of Segment (In Feet): 1,584
D. Roadway Conditions
Roadway Type:

Medium High-access control
arterial Center Divider: Raised Divided Island
Roadway Width: 76' # of lanes: 4
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however no residential direct-access driveways along the roadway. Curbs and 5' wide sidewalks are present in both directions, bike lanes are present, and on-street parking is allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 35 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 76' wide, four-lane raodway (this short segment is classified as medium-high access control arterial along an otherwise collector street) with a raised divided 12-foot wide median island. Four unsignalized intersections along segment. 7' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
85 86

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Linden Road (East) City Index Number: 60 Survey Limits: between Alder Way and South River Road.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 12:15 PM-2:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 112
Critical Speed (85th Percentile): 44 MPH 50th Percentile Speed: 38 MPH Pace Speed: 33 MPH To 42 MPH
In Pace: 61.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,413
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider: None, centerline only
Roadway Width: 20' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however residential uses do not have direct driveway access to roadway. No sidewalks are present in either direction. On-street parking may not be allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 35 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 20' wide traveled way, medium-high access control arterial and centerline striping, no shoulders. Two unsignalized intersections along the segment (one is all-way stop-controlled). Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
87 88

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Marshall Road City Index Number: 63
Survey Limits: between Marshall Road (westend) and Golden Gate Drive Direction of Travel: Westbound/EastBound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 12:45 PM-1:45 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 103
Critical Speed (85th Percentile): 46 MPH 50th Percentile Speed: 41 MPH Pace Speed: 36 MPH To 45 MPH
In Pace: 77.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,610
Length of Segment (In Feet): 4,752
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area and a park. However no direct driveway access to the street from residential properties. 5' wide sidewalks are present in one direction (north side). On-street parking may be allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 35 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 36' wide, two-lane collector street, and a double yellow centerline. Eight unsignalized intersections along segment, one is allway stop-controlled, and others are T-intersections. Bike lanes are present in one direction (north side).

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
89 90

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Merkley Avenue City Index Number: 65
Survey Limits: between Westacre Road and Jefferson Boulevard.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 10:50 AM-12:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 115
Critical Speed (85th Percentile): 33 MPH 50th Percentile Speed: 27 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 69.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 6,069
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Collector Center Divider: TWLTL
Roadway Width: 62' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a commercial area. Commercial uses and parking lots front the roadway, with direct access driveways present. 5' wide sidewalks are present in both directions. On-street striped parking areas are present.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 25 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 62' wide, two-lane collector street with two-way-left-turn median lane. Signalized intersections at either end of segment. Bike lanes are not present in either direction. Mid-block pedestrian crosswalk is present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
91 92

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Parkway Boulevard City Index Number: 74 Survey Limits: between Industrial Boulevard and South End.

Direction of Travel: Northbound/Southbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 10:45 AM-12:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 112
Critical Speed (85th Percentile): 43 MPH 50th Percentile Speed: 35 MPH Pace Speed: 31 MPH To 40 MPH
In Pace: 69.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,452
Length of Segment (In Feet): 3,168
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; roadway is lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 28 feet from the edge of the roadway. No sidewalk is present in either direction. On-street parking is allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 35 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 50' wide, local road, and no centerline. Three unsignalized intersections through the segment are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
93 94

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Rice Avenue City Index Number: 82
Survey Limits: between Harbor Boulevard and East End
Direction of Travel: Westbound/Eastbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 9:00 AM-10:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 164
Critical Speed (85th Percentile): 38 MPH 50th Percentile Speed: 32 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 57.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,658
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 45' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through an industrial use and mixed-use area; roadway is lined with warehouse uses and driveways for large truck accessibility, and some residential uses. Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 25 feet from the edge of roadway. No sidewalk is present in either direction. On-street parking is allowed.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 30 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: 45' wide, two-lane local street, and centerline. Two horizontal curves along segment. Three unsignalized intersections through segment; cul-de-sac at east end. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
95 96

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Southport Parkway City Index Number: 97 Survey Limits: Between Ramco Street and Promenade Street Direction of Travel: Northbound/Southbound
Survey Date: 7/15/2021 Survey Day: Thursday
Survey Time: 09:05-10:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 204
Critical Speed (85th Percentile): 55 MPH 50th Percentile Speed: 50 MPH Pace Speed: 45 MPH To 54 MPH
In Pace: 69.0%
Existing Speed Limit: 45 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 15,568
Length of Segment (In Feet): 4,224
C. Collision History
Number of Collisions (City PD) [Jan.2017-Dec.2022]: 50
Accident Rate (Acc/MVM): 2.20
Statewide Avg. Accident Rate
for Comparable Street
(Acc/MVM):

0.99 D. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider:

Yes, raised/divided landscaped
median
Roadway Width: 80-100 ft # of lanes: 4,6
Speed Limit Change? NO
Existing Speed Limit: 45 MPH Recommended Speed Limit: 45 MPH `
Title: Senior Project Manager Date: 10/02/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Segment runs through industrial area, with some parcels still undeveloped. Substantial truck traffic on segment. Sidewalk present only along northbound direction.

Comments: Pursuant to CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) as referenced in CA-MUTCD 2014, Revision 7, Section 2B.13 , it is recommended that the currently posted 45 mph speed limit (established based on a 2013 E&TS previously certified by City) be retained.

Roadway Geometrics: Roadway ranges from a 100' wide, six-lane arterial from Ramco Street to Carlin Drive, and 80' wide, four-lane arterial from Carlin Drive to Promenade Street. Raised/divided (12-foot wide) median is present transitioning into left-turn pockets at major intersections. Segment includes three intersections, all are signal controlled.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014, Revision 7 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.
97 98
Appendix D

1. Spot Speed Surveys – National Data & Surveying Services (NDS) 99 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 4
24 5
25 5
26 6
27 9
28 11
29 14
30 9
31 9
32 11
33 7
34 6
35 4
36 2
37 2
38 2
39 2
40 2
41 2
42 43
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 22 - 45 30 mph 34 mph 25 - 34 87 76% 8% / 10 15% / 17

SPEED PARAMETERS
Kegle Dr Bet. Carrie St & Anna St
City of West Sacramento
Northbound & Southbound Spot Speeds
12:05-13:10
3/2/2022
Project #: 22-070044-028
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
100
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 30 3
31 3
32 6
33 2
34 9
35 12
36 6
37 10
38 15
39 8
40 10
41 9
42 8
43 5
44 3
45 9
46 5
47 4
48 4
49 1
50 3
51 52
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 137 28 - 53 39 mph 45 mph 34 - 43 92 67% 10% / 15 22% / 30

SPEED PARAMETERS
Lake Washington Blvd 600' W/O Redwood Ave
City of West Sacramento
Eastbound & Westbound Spot Speeds
10:15-11:15
7/8/2021
Project #: 21-070097-020
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
101
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 1
29 2
30 2
31 2
32 11
33 6
34 5
35 13
36 5
37 8
38 3
39 4
40 11
41 7
42 3
43 4
44 5
45 5
46 3
47 4
48 2
49 1
50 3
51 1
52 2
53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 27 - 53 38 mph 45 mph 32 - 41 73 63% 6% / 8 30% / 34

SPEED PARAMETERS
Lighthouse Dr Bet. Fountain Dr & A St
City of West Sacramento
Northbound & Southbound Spot Speeds
09:10-10:20
3/9/2022
Project #: 22-070044-029
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
102
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 2
29 3
30 3
31 5
32 5
33 7
34 6
35 9
36 6
37 7
38 8
39 6
40 7
41 6
42 6
43 5
44 6
45 5
46 3
47 2
48 1
49 2
50 51
52 53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 27 - 53 38 mph 44 mph 33 - 42 68 61% 16% / 19 23% / 25

SPEED PARAMETERS
Linden Rd Bet. Alder Way & S River Rd
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:15-14:00
3/10/2022
Project #: 22-070044-031
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
103
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 1
34 1
35 2
36 5
37 7
38 6
39 12
40 9
41 10
42 9
43 8
44 8
45 5
46 3
47 4
48 4
49 3
50 2
51 2
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 31 - 51 41 mph 46 mph 36 - 45 79 77% 5% / 6 18% / 18

SPEED PARAMETERS
Marshall Rd Bet. Marshall West End & Golden Gate Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:45-13:45
3/15/2022
Project #: 22-070044-033
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
104
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 6
21 4
22 6
23 8
24 6
25 8
26 11
27 13
28 5
29 10
30 5
31 5
32 8
33 8
34 4
35 1
36 4
37 38 1
39 1
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 20 - 41 27 mph 33 mph 23 - 32 79 69% 13% / 16 18% / 20

SPEED PARAMETERS
Merkley Ave Bet. Westacre Rd & Jefferson Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
10:50-12:15
3/3/2022
Project #: 22-070044-035
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
105
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 27 1
28 4
29 1
30 3
31 10
32 7
33 11
34 9
35 13
36 8
37 7
38 3
39 4
40 5
41 2
42 4
43 3
44 3
45 5
46 1
47 2
48 3
49 50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 25 - 50 35 mph 43 mph 31 - 40 77 69% 9% / 11 22% / 24

SPEED PARAMETERS
Parkway Blvd Bet. Industrial Blvd & Parkway Blvd South End City of West Sacramento
Northbound & Southbound Spot Speeds
10:45-12:15
3/15/2022
Project #: 22-070044-043
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
106
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 3
21 2
22 3
23 3
24 6
25 11
26 8
27 9
28 10
29 4
30 9
31 9
32 13
33 6
34 10
35 10
36 14
37 6
38 5
39 4
40 5
41 2
42 43 1
44 4
45 3
46 3
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 164 19 - 46 32 mph 38 mph 27 - 36 94 57% 22% / 37 21% / 33

SPEED PARAMETERS
Rice Ave Bet. Harbor Blvd & Rice Ave East End
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:00-10:00
3/8/2022
Project #: 22-070044-050
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
107
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 1
36 37 3
38 1
39 1
40 2
41 3
42 5
43 4
44 7
45 14
46 9
47 12
48 11
49 17
50 23
51 5
52 17
53 18
54 15
55 6
56 7
57 2
58 4
59 6
60 4
61 62 2
63 1
64 2
65 66 1
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 204 33 - 66 50 mph 55 mph 45 - 54 141 69% 13% / 28 18% / 35

SPEED PARAMETERS
Southport Pkwy Bet. Ramco St & Promenade St
City of West Sacramento
Northbound & Southbound Spot Speeds
09:05-10:00
7/15/2021
Project #: 21-070097-024
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
108
109
Day: City: West Sacramento
Date: Project #: CA22_070043_028

NB SB EB WB
1,058 1,216 0 0
AM Period NB SB EB WB NB SB EB WB
0:00 0 2 2 12 10 22
0:15 2 3 5 8 18 26
0:30 0 3 3 15 11 26
0:45 3 5 1 9 4 14 16 51 17 56 33 107
1:00 4 2 6 11 16 27
1:15 0 2 2 7 14 21
1:30 1 2 3 7 13 20
1:45 2 7 6 12 8 19 15 40 17 60 32 100
2:00 1 1 2 14 32 46
2:15 0 0 0 17 35 52
2:30 0 0 0 51 46 97
2:45 2 3 2 3 4 6 26 108 24 137 50 245
3:00 0 0 0 20 19 39
3:15 1 1 2 19 23 42
3:30 1 0 1 16 18 34
3:45 1 3 2 3 3 6 23 78 20 80 43 158
4:00 2 1 3 12 24 36
4:15 3 1 4 21 24 45
4:30 3 1 4 17 29 46
4:45 5 13 0 3 5 16 12 62 32 109 44 171
5:00 3 2 5 28 32 60
5:15 3 1 4 21 30 51
5:30 7 1 8 20 33 53
5:45 3 16 2 6 5 22 16 85 16 111 32 196
6:00 5 2 7 16 30 46
6:15 8 1 9 14 24 38
6:30 9 3 12 14 21 35
6:45 8 30 4 10 12 40 12 56 15 90 27 146
7:00 8 11 19 13 20 33
7:15 17 11 28 26 12 38
7:30 24 34 58 17 12 29
7:45 45 94 69 125 114 219 12 68 11 55 23 123
8:00 60 39 99 8 8 16
8:15 22 10 32 13 13 26
8:30 7 10 17 7 11 18
8:45 15 104 10 69 25 173 5 33 13 45 18 78
9:00 10 7 17 8 8 16
9:15 7 9 16 8 6 14
9:30 11 13 24 9 11 20
9:45 11 39 14 43 25 82 2 27 6 31 8 58
10:00 15 15 30 4 7 11
10:15 12 10 22 6 7 13
10:30 12 7 19 3 6 9
10:45 10 49 13 45 23 94 6 19 5 25 11 44
11:00 7 21 28 3 7 10
11:15 23 17 40 2 3 5
11:30 6 11 17 4 5 9
11:45 18 54 21 70 39 124 5 14 4 19 9 33
TOTALS 417 398 815 641 818 1459
SPLIT % 51.2% 48.8% 35.8% 43.9% 56.1% 64.2%

NB SB EB WB
1,058 1,216 0 0
AM Peak Hour 7:30 7:15 7:30 14:30 14:00 14:00
AM Pk Volume 151 153 303 116 137 245
Pk Hr Factor 0.629 0.554 0.664 0.569 0.745 0.631
7 - 9 Volume 198 194 0 0 392 147 220 0 0 367
7 - 9 Peak Hour 7:30 7:15 7:30 17:00 16:45 16:45
7 - 9 Pk Volume 151 153 0 0 303 85 127 0 0 208
Pk Hr Factor 0.629 0.554 0.000 0.000 0.664 0.759 0.962 0.000 0.000 0.867 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,274

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Kegle Dr Bet. Carrie St & Anna St
21:30
21:45
22:00
Total
2,274
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/15/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
110
Day: City: West Sacramento
Date: Project #: CA21_070096_020

NB SB EB WB
0 0 1,089 1,019
AM Period NB SB EB WB NB SB EB WB
00:00 4 6 10 25 15 40
00:15 2 2 4 16 15 31
00:30 1 1 2 17 15 32
00:45 3 10 0 9 3 19 17 75 11 56 28 131
01:00 2 2 4 18 19 37
01:15 1 2 3 12 19 31
01:30 0 0 0 16 11 27
01:45 0 3 1 5 1 8 14 60 10 59 24 119
02:00 1 1 2 19 19 38
02:15 0 1 1 16 14 30
02:30 2 0 2 14 9 23
02:45 1 4 1 3 2 7 22 71 16 58 38 129
03:00 1 0 1 18 14 32
03:15 1 0 1 18 17 35
03:30 1 0 1 21 20 41
03:45 1 4 2 2 3 6 22 79 9 60 31 139
04:00 0 0 0 21 25 46
04:15 0 0 0 27 20 47
04:30 1 2 3 16 23 39
04:45 1 2 4 6 5 8 34 98 17 85 51 183
05:00 0 3 3 24 21 45
05:15 0 2 2 29 19 48
05:30 1 5 6 26 23 49
05:45 2 3 5 15 7 18 20 99 17 80 37 179
06:00 5 6 11 16 19 35
06:15 3 7 10 21 14 35
06:30 6 10 16 31 17 48
06:45 6 20 11 34 17 54 15 83 19 69 34 152
07:00 8 6 14 24 18 42
07:15 6 18 24 20 16 36
07:30 9 20 29 10 9 19
07:45 9 32 15 59 24 91 18 72 17 60 35 132
08:00 15 21 36 12 13 25
08:15 12 18 30 21 10 31
08:30 8 14 22 17 5 22
08:45 14 49 16 69 30 118 19 69 8 36 27 105
09:00 9 16 25 14 7 21
09:15 14 26 40 11 8 19
09:30 14 11 25 6 5 11
09:45 13 50 16 69 29 119 13 44 5 25 18 69
10:00 10 16 26 5 5 10
10:15 17 16 33 4 1 5
10:30 13 13 26 5 3 8
10:45 9 49 18 63 27 112 3 17 1 10 4 27
11:00 17 15 32 4 7 11
11:15 16 23 39 4 0 4
11:30 31 23 54 4 2 6
11:45 18 82 17 78 35 160 2 14 0 9 2 23
TOTALS 308 412 720 781 607 1388
SPLIT % 42.8% 57.2% 34.2% 56.3% 43.7% 65.8%

NB SB EB WB
0 0 1,089 1,019
AM Peak Hour 11:15 10:45 11:15 16:45 16:00 16:45
AM Pk Volume 90 79 168 113 85 193
Pk Hr Factor 0.726 0.859 0.778 0.831 0.850 0.946
7 - 9 Volume 0 0 81 128 209 0 0 197 165 362
7 - 9 Peak Hour 08:00 07:15 07:30 16:45 16:00 16:45
7 - 9 Pk Volume 0 0 49 74 119 0 0 113 85 193
Pk Hr Factor 0.000 0.000 0.817 0.881 0.826 0.000 0.000 0.831 0.850 0.946 VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
7/13/2021
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Lake Washington Blvd Bet. Stonegate Dr & Village Pkwy
21:30
21:45
22:00
Total
2,108
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
2,108

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
111
Day: City: West Sacramento
Date: Project #: CA22_070043_029

NB SB EB WB
2,521 2,279 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 4 5 9 46 36 82
00:15 5 3 8 46 35 81
00:30 4 4 8 45 41 86
00:45 3 16 1 13 4 29 27 164 40 152 67 316
01:00 1 2 3 50 39 89
01:15 2 0 2 41 43 84
01:30 0 2 2 36 40 76
01:45 4 7 1 5 5 12 41 168 33 155 74 323
02:00 1 0 1 37 48 85
02:15 0 1 1 52 52 104
02:30 2 1 3 49 57 106
02:45 0 3 0 2 0 5 52 190 54 211 106 401
03:00 1 0 1 40 61 101
03:15 1 2 3 46 42 88
03:30 0 1 1 50 36 86
03:45 2 4 3 6 5 10 48 184 41 180 89 364
04:00 2 4 6 52 42 94
04:15 2 4 6 56 45 101
04:30 1 8 9 52 52 104
04:45 1 6 3 19 4 25 50 210 32 171 82 381
05:00 1 4 5 38 35 73
05:15 6 8 14 62 30 92
05:30 1 11 12 61 25 86
05:45 9 17 19 42 28 59 54 215 27 117 81 332
06:00 16 17 33 47 28 75
06:15 16 16 32 43 21 64
06:30 26 23 49 52 23 75
06:45 26 84 20 76 46 160 39 181 18 90 57 271
07:00 23 34 57 34 15 49
07:15 26 36 62 30 14 44
07:30 36 69 105 26 11 37
07:45 58 143 76 215 134 358 25 115 23 63 48 178
08:00 43 56 99 28 17 45
08:15 30 48 78 20 12 32
08:30 44 61 105 19 4 23
08:45 50 167 48 213 98 380 26 93 11 44 37 137
09:00 41 38 79 18 10 28
09:15 26 44 70 16 10 26
09:30 23 23 46 19 7 26
09:45 20 110 33 138 53 248 26 79 4 31 30 110
10:00 28 32 60 10 6 16
10:15 40 34 74 10 2 12
10:30 39 42 81 9 1 10
10:45 45 152 33 141 78 293 12 41 4 13 16 54
11:00 43 49 92 10 4 14
11:15 29 44 73 10 7 17
11:30 37 33 70 6 4 10
11:45 32 141 38 164 70 305 5 31 3 18 8 49
TOTALS 850 1034 1884 1671 1245 2916
SPLIT % 45.1% 54.9% 39.3% 57.3% 42.7% 60.8%

NB SB EB WB
2,521 2,279 0 0
AM Peak Hour 07:45 07:30 07:30 17:15 14:15 14:15
AM Pk Volume 175 249 416 224 224 417
Pk Hr Factor 0.754 0.819 0.776 0.903 0.918 0.983
7 - 9 Volume 310 428 0 0 738 425 288 0 0 713
7 - 9 Peak Hour 07:45 07:30 07:30 17:00 16:00 16:00
7 - 9 Pk Volume 175 249 0 0 416 215 171 0 0 381
Pk Hr Factor 0.754 0.819 0.000 0.000 0.776 0.867 0.822 0.000 0.000 0.916 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,800

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Lighthouse Dr Bet. Fountain Dr & A St
21:30
21:45
22:00
Total
4,800
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/8/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
112
Day: City: West Sacramento
Date: Project #: CA22_070043_031

NB SB EB WB
0 0 651 762
AM Period NB SB EB WB NB SB EB WB
00:00 2 0 2 4 13 17
00:15 1 1 2 7 8 15
00:30 0 0 0 11 9 20
00:45 1 4 0 1 1 5 8 30 18 48 26 78
01:00 1 0 1 7 13 20
01:15 0 1 1 8 22 30
01:30 1 0 1 14 10 24
01:45 0 2 0 1 0 3 9 38 11 56 20 94
02:00 0 0 0 9 9 18
02:15 0 0 0 10 16 26
02:30 1 0 1 13 30 43
02:45 0 1 1 1 1 2 13 45 15 70 28 115
03:00 0 0 0 7 20 27
03:15 0 0 0 6 19 25
03:30 1 0 1 16 20 36
03:45 0 1 0 0 1 12 41 17 76 29 117
04:00 0 0 0 18 25 43
04:15 1 1 2 13 17 30
04:30 1 0 1 17 8 25
04:45 3 5 0 1 3 6 7 55 22 72 29 127
05:00 0 0 0 20 18 38
05:15 2 0 2 7 24 31
05:30 4 0 4 9 17 26
05:45 7 13 0 7 13 11 47 19 78 30 125
06:00 4 4 8 15 17 32
06:15 6 0 6 9 5 14
06:30 9 3 12 8 11 19
06:45 6 25 5 12 11 37 10 42 14 47 24 89
07:00 16 6 22 7 10 17
07:15 13 8 21 12 3 15
07:30 22 10 32 5 6 11
07:45 28 79 24 48 52 127 4 28 10 29 14 57
08:00 15 28 43 2 10 12
08:15 22 25 47 0 10 10
08:30 22 5 27 6 6 12
08:45 9 68 5 63 14 131 4 12 12 38 16 50
09:00 13 8 21 2 5 7
09:15 7 6 13 5 9 14
09:30 8 11 19 2 6 8
09:45 5 33 5 30 10 63 1 10 5 25 6 35
10:00 13 7 20 4 2 6
10:15 7 4 11 1 2 3
10:30 11 6 17 2 0 2
10:45 3 34 11 28 14 62 0 7 0 4 0 11
11:00 6 9 15 1 0 1
11:15 9 8 17 0 2 2
11:30 6 4 10 0 0 0
11:45 8 29 11 32 19 61 1 2 0 2 1 4
TOTALS 294 217 511 357 545 902
SPLIT % 57.5% 42.5% 36.2% 39.6% 60.4% 63.8%

NB SB EB WB
0 0 651 762
AM Peak Hour 07:30 07:30 07:30 15:45 14:30 15:30
AM Pk Volume 87 87 174 60 84 138
Pk Hr Factor 0.777 0.777 0.837 0.833 0.700 0.802
7 - 9 Volume 0 0 147 111 258 0 0 102 150 252
7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:45 16:00
7 - 9 Pk Volume 0 0 87 87 174 0 0 57 81 127
Pk Hr Factor 0.000 0.000 0.777 0.777 0.837 0.000 0.000 0.713 0.844 0.738 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/6/2022
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Linden Rd Bet. Alder Way & S River Rd
21:30
21:45
22:00
Total
1,413
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
1,413

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
113
Day: City: West Sacramento
Date: Project #: CA22_070043_033

NB SB EB WB
0 0 1,280 1,330
AM Period NB SB EB WB NB SB EB WB
00:00 2 2 4 24 15 39
00:15 0 1 1 12 14 26
00:30 0 2 2 20 10 30
00:45 0 2 1 6 1 8 13 69 14 53 27 122
01:00 1 0 1 17 15 32
01:15 2 2 4 26 18 44
01:30 1 1 2 22 30 52
01:45 0 4 3 6 3 10 21 86 33 96 54 182
02:00 1 0 1 21 20 41
02:15 0 1 1 21 19 40
02:30 0 0 0 28 41 69
02:45 0 1 1 2 1 3 29 99 31 111 60 210
03:00 0 1 1 16 15 31
03:15 1 0 1 19 33 52
03:30 0 0 0 21 32 53
03:45 2 3 1 2 3 5 23 79 24 104 47 183
04:00 2 1 3 26 32 58
04:15 2 3 5 23 28 51
04:30 2 3 5 28 37 65
04:45 2 8 0 7 2 15 26 103 49 146 75 249
05:00 2 0 2 23 41 64
05:15 4 0 4 26 38 64
05:30 10 5 15 28 32 60
05:45 4 20 3 8 7 28 27 104 18 129 45 233
06:00 9 3 12 34 25 59
06:15 13 2 15 31 31 62
06:30 7 5 12 21 30 51
06:45 6 35 9 19 15 54 19 105 15 101 34 206
07:00 15 9 24 10 15 25
07:15 30 13 43 11 19 30
07:30 43 17 60 17 19 36
07:45 46 134 31 70 77 204 8 46 23 76 31 122
08:00 31 49 80 14 14 28
08:15 39 28 67 4 6 10
08:30 19 27 46 5 16 21
08:45 17 106 14 118 31 224 6 29 12 48 18 77
09:00 14 12 26 8 13 21
09:15 14 8 22 9 11 20
09:30 17 16 33 6 4 10
09:45 13 58 11 47 24 105 4 27 6 34 10 61
10:00 13 15 28 3 7 10
10:15 10 8 18 2 3 5
10:30 15 9 24 2 6 8
10:45 33 71 21 53 54 124 5 12 6 22 11 34
11:00 16 13 29 3 6 9
11:15 14 19 33 2 5 7
11:30 32 9 41 2 4 6
11:45 9 71 15 56 24 127 1 8 1 16 2 24
TOTALS 513 394 907 767 936 1703
SPLIT % 56.6% 43.4% 34.8% 45.0% 55.0% 65.2%

NB SB EB WB
0 0 1,280 1,330
AM Peak Hour 07:30 07:45 07:30 17:30 16:30 16:30
AM Pk Volume 159 135 284 120 165 268
Pk Hr Factor 0.864 0.689 0.888 0.882 0.842 0.893
7 - 9 Volume 0 0 240 188 428 0 0 207 275 482
7 - 9 Peak Hour 07:30 07:45 07:30 17:00 16:30 16:30
7 - 9 Pk Volume 0 0 159 135 284 0 0 104 165 268
Pk Hr Factor 0.000 0.000 0.864 0.689 0.888 0.000 0.000 0.929 0.842 0.893 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,610

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Marshall Rd Bet. Marshall West End & Golden Gate Dr
21:30
21:45
22:00
Total
2,610
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/10/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
114
Day: City: West Sacramento
Date: Project #: CA22_070043_035

NB SB EB WB
0 0 3,106 2,963
AM Period NB SB EB WB NB SB EB WB
00:00 6 2 8 60 50 110
00:15 7 2 9 54 52 106
00:30 5 6 11 44 45 89
00:45 3 21 7 17 10 38 64 222 60 207 124 429
01:00 2 4 6 61 51 112
01:15 1 5 6 43 44 87
01:30 3 1 4 66 48 114
01:45 2 8 3 13 5 21 43 213 59 202 102 415
02:00 2 4 6 53 50 103
02:15 4 2 6 59 59 118
02:30 1 2 3 62 49 111
02:45 2 9 2 10 4 19 49 223 58 216 107 439
03:00 1 3 4 77 51 128
03:15 3 0 3 55 66 121
03:30 4 1 5 73 70 143
03:45 4 12 4 8 8 20 61 266 75 262 136 528
04:00 2 1 3 68 51 119
04:15 5 1 6 61 68 129
04:30 2 1 3 71 56 127
04:45 14 23 4 7 18 30 62 262 67 242 129 504
05:00 13 4 17 61 77 138
05:15 6 4 10 52 59 111
05:30 13 6 19 41 63 104
05:45 19 51 7 21 26 72 44 198 41 240 85 438
06:00 21 22 43 57 0 57
06:15 17 16 33 43 49 92
06:30 29 18 47 43 49 92
06:45 30 97 20 76 50 173 53 196 56 154 109 350
07:00 26 25 51 34 64 98
07:15 33 36 69 19 37 56
07:30 50 33 83 27 40 67
07:45 40 149 46 140 86 289 20 100 39 180 59 280
08:00 36 37 73 43 30 73
08:15 38 45 83 20 34 54
08:30 41 42 83 23 26 49
08:45 49 164 37 161 86 325 21 107 32 122 53 229
09:00 48 30 78 27 20 47
09:15 45 40 85 14 23 37
09:30 35 41 76 19 13 32
09:45 41 169 37 148 78 317 23 83 20 76 43 159
10:00 41 39 80 29 18 47
10:15 48 35 83 30 19 49
10:30 46 35 81 21 17 38
10:45 45 180 41 150 86 330 25 105 15 69 40 174
11:00 51 57 108 23 11 34
11:15 55 51 106 16 7 23
11:30 46 52 98 11 8 19
11:45 43 195 53 213 96 408 3 53 3 29 6 82
TOTALS 1078 964 2042 2028 1999 4027
SPLIT % 52.8% 47.2% 33.6% 50.4% 49.6% 66.4%

NB SB EB WB
0 0 3,106 2,963
AM Peak Hour 11:15 11:00 11:15 15:00 16:15 15:00
AM Pk Volume 204 213 410 266 268 528
Pk Hr Factor 0.850 0.934 0.932 0.864 0.870 0.923
7 - 9 Volume 0 0 313 301 614 0 0 460 482 942
7 - 9 Peak Hour 07:30 07:45 07:30 16:00 16:15 16:15
7 - 9 Pk Volume 0 0 164 170 325 0 0 262 268 523
Pk Hr Factor 0.000 0.000 0.820 0.924 0.945 0.000 0.000 0.923 0.870 0.947 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
6,069

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Merkley Ave Bet. Westacre Rd & Jefferson Blvd
21:30
21:45
22:00
Total
6,069
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/31/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
115
Day: City: West Sacramento
Date: Project #: CA22_070043_043

NB SB EB WB
1,627 1,825 0 0
AM Period NB SB EB WB NB SB EB WB
0:00 8 9 17 37 30 67
0:15 8 7 15 25 36 61
0:30 1 4 5 23 29 52
0:45 1 18 9 29 10 47 32 117 33 128 65 245
1:00 4 12 16 25 24 49
1:15 3 5 8 26 16 42
1:30 1 3 4 24 19 43
1:45 6 14 9 29 15 43 13 88 9 68 22 156
2:00 8 8 16 26 20 46
2:15 5 7 12 22 28 50
2:30 14 9 23 31 15 46
2:45 2 29 13 37 15 66 27 106 23 86 50 192
3:00 16 11 27 35 13 48
3:15 9 14 23 22 12 34
3:30 12 8 20 35 16 51
3:45 13 50 12 45 25 95 28 120 16 57 44 177
4:00 9 9 18 22 13 35
4:15 7 20 27 25 14 39
4:30 11 13 24 43 26 69
4:45 13 40 40 82 53 122 26 116 19 72 45 188
5:00 19 21 40 27 21 48
5:15 16 25 41 14 15 29
5:30 17 36 53 16 15 31
5:45 16 68 55 137 71 205 9 66 11 62 20 128
6:00 22 41 63 15 4 19
6:15 22 34 56 13 7 20
6:30 16 47 63 9 12 21
6:45 19 79 68 190 87 269 5 42 9 32 14 74
7:00 10 45 55 5 6 11
7:15 25 46 71 7 5 12
7:30 22 43 65 8 11 19
7:45 34 91 57 191 91 282 6 26 3 25 9 51
8:00 17 37 54 9 2 11
8:15 11 26 37 9 12 21
8:30 22 39 61 6 7 13
8:45 27 77 33 135 60 212 5 29 19 40 24 69
9:00 23 28 51 15 5 20
9:15 30 41 71 12 7 19
9:30 14 35 49 23 3 26
9:45 36 103 39 143 75 246 12 62 5 20 17 82
10:00 29 13 42 10 5 15
10:15 31 27 58 5 1 6
10:30 36 33 69 6 4 10
10:45 44 140 25 98 69 238 4 25 3 13 7 38
11:00 40 19 59 2 2 4
11:15 17 20 37 6 2 8
11:30 26 18 44 7 7 14
11:45 15 98 30 87 45 185 8 23 8 19 16 42
TOTALS 807 1203 2010 820 622 1442
SPLIT % 40.1% 59.9% 58.2% 56.9% 43.1% 41.8%

NB SB EB WB
1,627 1,825 0 0
AM Peak Hour 10:15 6:30 7:00 16:15 12:00 12:00
AM Pk Volume 151 206 282 121 128 245
Pk Hr Factor 0.858 0.757 0.775 0.703 0.889 0.914
7 - 9 Volume 168 326 0 0 494 182 134 0 0 316
7 - 9 Peak Hour 7:15 7:00 7:00 16:15 16:30 16:15
7 - 9 Pk Volume 98 191 0 0 282 121 81 0 0 201
Pk Hr Factor 0.721 0.838 0.000 0.000 0.775 0.703 0.779 0.000 0.000 0.728 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/6/2022
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Parkway Blvd Bet. Industrial Blvd & Parkway Blvd South End 21:30
21:45
22:00
Total
3,452
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
3,452

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
116
Day: City: West Sacramento
Date: Project #: 22_070043_050

NB SB EB WB
0 0 1,963 1,695
AM Period NB SB EB WB NB SB EB WB
00:00 8 2 10 39 28 67
00:15 2 5 7 31 27 58
00:30 5 1 6 27 35 62
00:45 3 18 0 8 3 26 29 126 29 119 58 245
01:00 2 0 2 34 34 68
01:15 2 2 4 30 35 65
01:30 1 1 2 41 37 78
01:45 0 5 2 5 2 10 29 134 39 145 68 279
02:00 7 3 10 42 31 73
02:15 2 2 4 37 25 62
02:30 1 1 2 40 29 69
02:45 0 10 0 6 0 16 32 151 45 130 77 281
03:00 2 2 4 46 31 77
03:15 2 2 4 33 30 63
03:30 2 2 4 42 30 72
03:45 3 9 2 8 5 17 39 160 35 126 74 286
04:00 3 3 6 54 36 90
04:15 3 6 9 36 35 71
04:30 4 4 8 38 46 84
04:45 8 18 5 18 13 36 36 164 37 154 73 318
05:00 2 5 7 27 27 54
05:15 8 9 17 32 42 74
05:30 7 14 21 37 32 69
05:45 20 37 15 43 35 80 28 124 30 131 58 255
06:00 13 11 24 32 22 54
06:15 16 23 39 38 27 65
06:30 20 21 41 25 23 48
06:45 16 65 15 70 31 135 16 111 19 91 35 202
07:00 15 14 29 30 22 52
07:15 18 19 37 17 17 34
07:30 19 24 43 26 19 45
07:45 26 78 38 95 64 173 24 97 10 68 34 165
08:00 31 17 48 19 15 34
08:15 24 19 43 28 10 38
08:30 25 21 46 16 12 28
08:45 31 111 19 76 50 187 19 82 12 49 31 131
09:00 26 27 53 17 14 31
09:15 28 19 47 17 11 28
09:30 26 23 49 13 6 19
09:45 26 106 21 90 47 196 18 65 9 40 27 105
10:00 33 25 58 14 10 24
10:15 30 29 59 13 7 20
10:30 23 18 41 6 6 12
10:45 26 112 22 94 48 206 7 40 3 26 10 66
11:00 28 22 50 12 3 15
11:15 25 17 42 3 7 10
11:30 30 24 54 2 0 2
11:45 32 115 26 89 58 204 8 25 4 14 12 39
TOTALS 684 602 1286 1279 1093 2372
SPLIT % 53.2% 46.8% 35.2% 53.9% 46.1% 64.8%

NB SB EB WB
0 0 1,963 1,695
AM Peak Hour 11:30 11:45 11:45 15:30 16:00 15:45
AM Pk Volume 132 116 245 171 154 319
Pk Hr Factor 0.846 0.829 0.914 0.792 0.837 0.886
7 - 9 Volume 0 0 189 171 360 0 0 288 285 573
7 - 9 Peak Hour 08:00 07:15 07:45 16:00 16:00 16:00
7 - 9 Pk Volume 0 0 111 98 201 0 0 164 154 318
Pk Hr Factor 0.000 0.000 0.895 0.645 0.785 0.000 0.000 0.759 0.837 0.883 VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
3/2/2022
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Rice Ave Bet. Harbor Blvd & Rice Ave East End
21:30
21:45
22:00
Total
3,658
19:30
19:45
20:00
20:15

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
3,658

DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
117
Day: City: West Sacramento
Date: Project #: CA21_070096_024

NB SB EB WB
7,876 7,692 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 25 32 127 95 222
00:15 10 19 29 153 134 287
00:30 8 14 22 130 112 242
00:45 13 38 25 83 38 121 118 528 110 451 228 979
01:00 9 9 18 153 110 263
01:15 4 15 19 127 126 253
01:30 7 11 18 121 114 235
01:45 13 33 11 46 24 79 105 506 117 467 222 973
02:00 10 9 19 124 112 236
02:15 10 10 20 107 96 203
02:30 11 19 30 124 116 240
02:45 22 53 25 63 47 116 127 482 115 439 242 921
03:00 19 31 50 104 119 223
03:15 24 26 50 98 115 213
03:30 14 17 31 139 133 272
03:45 21 78 36 110 57 188 109 450 150 517 259 967
04:00 16 40 56 124 139 263
04:15 27 31 58 118 134 252
04:30 51 34 85 123 155 278
04:45 45 139 40 145 85 284 110 475 174 602 284 1077
05:00 36 38 74 158 162 320
05:15 59 36 95 126 166 292
05:30 71 28 99 144 174 318
05:45 68 234 72 174 140 408 109 537 170 672 279 1209
06:00 79 38 117 159 128 287
06:15 88 30 118 116 120 236
06:30 100 45 145 106 142 248
06:45 111 378 81 194 192 572 101 482 134 524 235 1006
07:00 110 72 182 79 128 207
07:15 119 64 183 69 120 189
07:30 159 59 218 83 115 198
07:45 135 523 70 265 205 788 79 310 126 489 205 799
08:00 131 91 222 70 110 180
08:15 139 99 238 74 100 174
08:30 146 81 227 59 78 137
08:45 127 543 63 334 190 877 42 245 96 384 138 629
09:00 128 98 226 63 90 153
09:15 99 89 188 42 62 104
09:30 118 98 216 47 81 128
09:45 104 449 85 370 189 819 53 205 61 294 114 499
10:00 133 79 212 27 79 106
10:15 143 91 234 26 65 91
10:30 117 92 209 33 62 95
10:45 135 528 71 333 206 861 36 122 49 255 85 377
11:00 114 94 208 25 45 70
11:15 127 77 204 18 41 59
11:30 101 76 177 16 33 49
11:45 128 470 100 347 228 817 9 68 15 134 24 202
TOTALS 3466 2464 5930 4410 5228 9638
SPLIT % 58.4% 41.6% 38.1% 45.8% 54.2% 61.9%

NB SB EB WB
7,876 7,692 0 0
AM Peak Hour 07:30 11:45 11:45 12:15 16:45 16:45
AM Pk Volume 564 441 979 554 676 1214
Pk Hr Factor 0.887 0.823 0.853 0.905 0.971 0.948
7 - 9 Volume 1066 599 0 0 1665 1012 1274 0 0 2286
7 - 9 Peak Hour 07:30 07:45 07:45 16:45 16:45 16:45
7 - 9 Pk Volume 564 341 0 0 892 538 676 0 0 1214
Pk Hr Factor 0.887 0.861 0.000 0.000 0.937 0.851 0.971 0.000 0.000 0.948 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
15,568

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Southport Pkwy Bet. Ramco St & Promenade St
21:30
21:45
22:00
Total
15,568
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
7/8/2021
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
118
Appendix Exhibit F
West Sacramento Police Department Collision Data: 2017-2022 119
Collision Summary Report
City of West Sacramento
Police Department
7/29/22
From 1/1/2017 to 7/29/2022
Total Collisions: 161
Injury Collisions: 45
Fatal Collisions: 0
LAKE WASHINGTON BLVD Page 1 of 24
17-00360 1/20/2017 12:42 Friday
Overturned Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
45' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
MALE Age: 39
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Truck Sobriety: HNBD
Party 1 Driver North 2013 FREIGHTLINER 3X Truck Tractor No Injury 17-00638 1/30/2017 13:00 Monday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD -
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Not Stated
Female Age: 25
Assoc Factor: None Stated
Parked
Veh Type: Sobriety: Not Stated
Party 1 Parked Vehicle 2001 VOLKSWAGEN JETTA No Injury
Not Stated
Age: 29
Assoc Factor: Runaway Vehicle
Other
Veh Type: Sobriety: Not Stated
Party 2 Parked Vehicle VOLKSWAGEN JETTA No Injury
17-00676 2/4/2017 18:02 Saturday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - STONEGATE DR
Traffic Signals and Signs
0' Direction: Not Stated
22450a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 37
Assoc Factor: None Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2008NISSAN ROGUE Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 35
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2006 LEXUS GS 300 Passenger Car, Station Wagon, Jeep No Injury 17-01175 2/25/2017 18:00 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Not Stated
Female Age: 61
Assoc Factor: None Stated
Making Left Turn
Veh Type: Sobriety: Not Stated
Party 1 Driver West 2014HONDA ACCORD No Injury
Not Stated
Age: 65
Assoc Factor: None Stated
Proceeding Straight
Veh Type: Sobriety: Not Stated
Party 2 Driver West 2012 FORD F-150 No Injury
17-01240 3/2/2017 20:15 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Not Under Influ
Party 1 Driver West 1997 TOYOTA AVALON Passenger Car, Station Wagon, Jeep No Injury 17-01467 3/13/2017 15:40 Monday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Passing
350' Direction: East
21755 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 56
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2001NISSAN QUEST Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2001 VOLVO V SERIES Passenger Car, Station Wagon, Jeep No Injury 120
LAKE WASHINGTON BLVD Page 2 of 24
17-02195 4/18/2017 00:48 Tuesday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Age:

Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 1998 CHEVROLET MALIBU Passenger Car, Station Wagon, Jeep No Injury 17-02382 4/25/2017 14:00 Tuesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 VOLKSWAGEN PASSAT No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
17-02753 5/15/2017 13:30 Monday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
490' Direction: North
22100A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2008 PONTIAC GRAND PRIX Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2000 BUICK CENTURY Passenger Car, Station Wagon, Jeep No Injury 17-03474 6/17/2017 20:10 Saturday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Improper Driving
725' Direction: North
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Age:

Assoc Factor: None Apparent
Backing
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver 2001 LINCOLN LIMO Passenger Car, Station Wagon, Jeep No Injury 17-03518 6/20/2017 17:30 Tuesday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2012HYUNDAI ELANTRA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2015 KIA SOUL No Injury
17-03932 7/13/2017 09:27 Thursday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - INDUSTRIAL BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
MALE Age: 25
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver SOUT 2007 FORD ECONOLINE Passenger Car, Station Wagon, Jeep No Injury 17-04719 8/21/2017 15:00 Monday
Rear-End Parked Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Female Age: 74
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2002 FORD WINDSTAR No Injury
Age: 78
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA CAMRY No Injury
17-04725 8/22/2017 13:22 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 52
Assoc Factor:

Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 1995HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury 121 LAKE WASHINGTON BLVD Page 3 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2008 LINCOLN NAVIGATOR Sport Utility Vehicle No Injury 17-04770 8/24/2017 09:03 Thursday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Wrong Side of Road
100' Direction: EAST
21460a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
MALE Age: 26
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver EAST 1993 CHEVROLET 1500 Pickups & Panels No Injury 17-04901 8/30/2017 08:04 Wednesday
Broadside Bicycle

LAKE WASHINGTON BLVD - STONEGATE DR
Unsafe Speed
620' Direction: West
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2011 TOYOTA PRIUS Passenger Car, Station Wagon, Jeep No Injury None in Vehicle Cell Phone Not In Use
Male Age: 15
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist South BICYCLE Bicycle Complaint of Pain 17-05033 9/5/2017 13:15 Tuesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver North No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2017 KIA No Injury
17-05518 9/30/2017 11:20 Saturday
Vehicle - Pedestrian Pedestrian

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Improper Driving
300' Direction: South
Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0
Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 77
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2015 KIA SOUL No Injury
Male Age: 51
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Pedestrian West Complaint of Pain
17-05625 10/4/2017 13:30 Wednesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Female Age: 61
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2011HONDA CR-V No Injury
Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
17-06408 11/16/2017 14:01 Thursday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - STONEGATE DR
Other Hazardous Movement
259' Direction: WEST
22109 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Unknown Not Stated
Female Age: 27
Assoc Factor:

Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 23
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver EAST 2002 VOLKSWAGEN PASSAT Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 55
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver EAST 2007 BUICK LACROSSE Passenger Car, Station Wagon, Jeep No Injury 17-06435 11/17/2017 17:21 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
620' Direction: North
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
122
LAKE WASHINGTON BLVD Page 4 of 24
Lap/Shoulder Harness Used Not Stated
Female Age: 40
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2013 CHEVROLET EQUINOX Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Not Stated
Male Age: 44
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2016HONDA CRV Sport Utility Vehicle No Injury 17-06463 11/19/2017 12:30 Sunday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver North 2006 TOYOTA TUNDRA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver North 2008 MAZDA MAZDA 6 No Injury
17-06735 12/4/2017 08:45 Monday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver North 2008NISSAN ALTIMA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver North 2011 AUDI Q5 No Injury
17-06881 12/10/2017 02:07 Sunday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
32' Direction: West
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 37
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver East 2003 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 17-06920 12/12/2017 13:20 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Other Improper Driving
720' Direction: West
Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0
Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: Inattention
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2016 KIA SEDONA Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 63
Assoc Factor: None Apparent
Slowing/Stopping
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver South 2011 LAND ROVER Sport Utility Vehicle Complaint of Pain 17-07153 12/23/2017 19:22 Saturday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
Female Age: 87
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2000 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Not Stated
Male Age: 54
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2017 BMW M SERIES Passenger Car, Station Wagon, Jeep No Injury 18-00384 1/19/2018 17:37 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Following Too Closely
0' Direction: Not Stated
21703 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 19
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 2015 TOYOTA HIGHLANDER Sport Utility Vehicle No Injury Lap/Shoulder Harness Used
Female Age: 58
Assoc Factor:

Making Right Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 2 Driver East 2016 MAZDA CX Sport Utility Vehicle No Injury 18-00404 1/20/2018 13:15 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
123
LAKE WASHINGTON BLVD Page 5 of 24
Not Stated
Female Age: 34
Assoc Factor: Violation
Making Left Turn
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver 2006 TOYOTA TACOMA Pickups & Panels No Injury Lap Belt Used Cell Phone Not In Use
Female Age: 31
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2016NISSAN VERSA Passenger Car, Station Wagon, Jeep No Injury 18-00407 1/20/2018 17:04 Saturday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - MARLIN ST
Improper Turning
43' Direction: North
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 22
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2017 TOYOTA CAROLLA Passenger Car, Station Wagon, Jeep No Injury 18-00818 2/7/2018 18:45 Wednesday
Broadside Parked Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Other Improper Driving
525' Direction: West
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Female Age: 42
Assoc Factor: None Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver North 2001 CADILLAC EL DORADO Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Not Us Not Stated
Female Age: 48
Assoc Factor: None Apparent
Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle East 2017 DODGE DURANGO Sport Utility Vehicle No Injury 18-01267 3/1/2018 15:09 Thursday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:0
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 49
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2008 MITSUBISHI GALANT Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 24
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2011NISSAN VERSA Passenger Car, Station Wagon, Jeep No Injury 18-01334 3/4/2018 19:53 Sunday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Pedestrian Violation
200' Direction: East
21950B Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Not Stated
Male Age: 57
Assoc Factor: None Stated
Other
Veh Type: Sobriety: HNBD
Party 1 Pedestrian Not St No Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 64
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2017 TOYOTA SIENNA Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 41
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 3 Driver East 2009 MERCEDES-BENZ C- CLASS Passenger Car, Station Wagon, Jeep No Injury 18-01967 4/6/2018 11:15 Friday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
160' Direction: WEST
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 41
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver WEST 1994 BUICK ROADMASTER Passenger Car, Station Wagon, Jeep No Injury 18-02295 4/23/2018 15:32 Monday
Broadside Bicycle

LAKE WASHINGTON BLVD - STONEGATE DR
Auto R/W Violation
0' Direction: Not Stated
21804A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:2
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 82
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2016HONDA FIT Passenger Car, Station Wagon, Jeep No Injury Cell Phone Not In Use
Female Age: 16
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist North Bicycle No Injury
18-02596 5/11/2018 10:54 Friday
Overturned Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
124
LAKE WASHINGTON BLVD Page 6 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Truck Sobriety: HNBD
Party 1 Driver North 2011 INTERNATIONAL 3X Truck Tractor No Injury 18-03022 6/3/2018 16:11 Sunday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Hazardous Movement
712' Direction: North
22109 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 43
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 1999 PONTIAC GRAND AM Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 52
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2013HYUNDAI SANTA FE Passenger Car, Station Wagon, Jeep No Injury 18-03367 6/20/2018 08:16 Wednesday JEFFERSON BLVD - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Age: 58
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2017 CHEVROLET CRUZE No Injury
Age: 44
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2016 MERCEDES-BENZ C430 No Injury
18-04318 8/3/2018 22:26 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 21
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2001 FORD MUSTANG Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2006 TOYOTA SCION Passenger Car, Station Wagon, Jeep No Injury 18-04826 8/28/2018 12:15 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
800' Direction: West
22102 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 64
Assoc Factor: None Apparent
Making U Turn
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver West 1996 TOYOTA TACOMA Pickups & Panels Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 42
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver West 2018 FORD F-150 Pickups & Panels No Injury 18-04897 8/31/2018 09:39 Friday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
200' Direction: East
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 19
Assoc Factor: Violation
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2004 ACURA TL Passenger Car, Station Wagon, Jeep No Injury 18-05314 9/22/2018 15:06 Saturday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Wrong Side of Road
117' Direction: East
21651A Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Not Stated
Male Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver West 2007 DODGE RAM TRUCK Pickups & Panels No Injury 18-05759 10/14/2018 17:39 Sunday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - STONEGATE DR
Auto R/W Violation
0' Direction: Not Stated
21800A Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dusk - Dawn Clear Pty at Fault:1
Age: 30
Assoc Factor: None Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: Not Applicable
Party 1 Driver South HONDA Passenger Car, Station Wagon, Jeep No Injury Lap Belt Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2013 VOLKSWAGEN GTI Passenger Car, Station Wagon, Jeep No Injury 125
LAKE WASHINGTON BLVD Page 7 of 24
18-05757 10/14/2018 17:48 Sunday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Dusk - Dawn Clear Pty at Fault:1
Age: 56
Assoc Factor:

Slowing/Stopping
Veh Type: Passenger Car Sobriety:

Party 1 Driver Passenger Car, Station Wagon, Jeep No Injury Lap Belt Used Cell Phone Not In Use
Male Age: 53
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2018HONDA ACCORD Passenger Car, Station Wagon, Jeep Complaint of Pain 18-06034 10/26/2018 08:30 Friday
Broadside Bicycle

LAKE WASHINGTON BLVD - STONEGATE DR
Unsafe Starting or Backing
650' Direction: West
22106 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 33
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2005 SATURN SL Passenger Car, Station Wagon, Jeep No Injury M/C Helmet Driver - No Cell Phone Not In Use
Male Age: 14
Assoc Factor: None Apparent
Entering Traffic
Veh Type: Bicycle Sobriety: HNBD
Party 2 Bicyclist South BICYCLE Bicycle No Injury
18-06579 11/28/2018 10:59 Wednesday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:0
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 78
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2008 FORD FOCUS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 44
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2003 FORD EXPEDITION Sport Utility Vehicle No Injury 18-06871 12/13/2018 08:29 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Hazardous Movement
1030' Direction: North
22109 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 46
Assoc Factor: None Apparent
Slowing/Stopping
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2015 KIA OPTIMA Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2009 CHRYSLER 300 Passenger Car, Station Wagon, Jeep No Injury 18-07013 12/20/2018 17:15 Thursday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 59
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2016 FORD EXPEDITION Sport Utility Vehicle Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 21
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2008 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury 18-07049 12/23/2018 00:08 Sunday
Hit Object Fixed Object

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Driving Under Influence
0' Direction: Not Stated
23152A Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
Male Age: 22
Assoc Factor: Violation
Making Right Turn
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2000 VOLVO S80 Passenger Car, Station Wagon, Jeep Other Visible Injury 19-00255 1/12/2019 05:45 Saturday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Fog Pty at Fault:

Female Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2017NISSAN TITAN No Injury
19-00252 1/15/2019 11:00 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
126
LAKE WASHINGTON BLVD Page 8 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 24
Assoc Factor: None Apparent
Slowing/Stopping
Veh Type: Sobriety: HNBD
Party 1 Driver South 2006 CHEVROLET 2500 No Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 30
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2017 TOYOTA COROLLA No Injury
19-00744 2/6/2019 21:41 Wednesday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Driving Under Influence
1992' Direction: North
23152A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
Male Age: 34
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver South 2002 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 19-01112 2/25/2019 07:35 Monday JEFFERSON BLVD - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 23
Veh Type: Sobriety: Assoc Factor: Violation
Party 1 Driver North 2009 MINI CLUBMAN No Injury
Male Age: 44
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver MERCEDES-BENZ No Injury
19-01229 3/2/2019 13:36 Saturday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
100' Direction: West
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 42
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 2003 TOYOTA SEQUOIA Sport Utility Vehicle No Injury 19-02506 4/27/2019 12:30 Saturday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2014HONDA CIVIC No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Other FORD EXPLORER No Injury
19-03198 6/3/2019 16:22 Monday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
22106 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: Unfamiliar With R
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 1989GMC SIERRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 38
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2010 LEXUS ES 350 Passenger Car, Station Wagon, Jeep Complaint of Pain 19-03310 6/7/2019 18:54 Friday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
230' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 18
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver South 2008HYUNDAI SONATA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 69
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 2 Driver South 2002HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 27
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver South 2010HONDA CIVIC Passenger Car, Station Wagon, Jeep Complaint of Pain 19-03647 6/24/2019 08:41 Monday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
50' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
127
LAKE WASHINGTON BLVD Page 9 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 40
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2016 FORD F-150 Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 34
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2018 MERCEDES-BENZ METRIS Passenger Car, Station Wagon, Jeep No Injury 19-04152 7/16/2019 13:32 Tuesday
Head-On Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 70
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2015HYUNDAI TUCSON Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 30
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2005 BUICK LACROSSE Passenger Car, Station Wagon, Jeep Complaint of Pain 19-04187 7/17/2019 18:16 Wednesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Other Improper Driving
580' Direction: East
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:3
Unknown Cell Phone Not In Use
Female Age: 26
Assoc Factor: Violation
Other
Veh Type: Sobriety: HNBD
Party 1 Driver West 2007 LEXUS RX Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 38
Assoc Factor: None Apparent
Parking Maneuver
Veh Type: Sobriety: HNBD
Party 2 Driver South 2015 CADILLAC CTS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 32
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 3 Driver West 2015 FORD EXPLORER Emergency Vehicle (On Emergency Run No Injury 19-04264 7/21/2019 13:30 Sunday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
340' Direction: South
21453b Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 80
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2013 FORD EDGE Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 30
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2001HONDA CIVIC Passenger Car, Station Wagon, Jeep Complaint of Pain 19-04312 7/23/2019 18:35 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Other Visible Injury # Inj: 2 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 33
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2018 FORD T250 Mini Van No Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2002HONDA ACCORD Passenger Car, Station Wagon, Jeep Other Visible Injury 19-04453 7/29/2019 17:35 Monday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Auto R/W Violation
280' Direction: East
21804A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 63
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2000HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 29
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2010 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 19-04529 8/2/2019 16:12 Friday
Other Bicycle

LAKE WASHINGTON BLVD - HIGHLAND DR
Auto R/W Violation
21' Direction: West
21802(a) Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Not Stated Cell Phone Not In Use
Female Age: 14
Assoc Factor: None Apparent
Entering Traffic
Veh Type: Sobriety: HNBD
Party 1 Bicyclist North Bicycle Other Visible Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 81
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2001 TOYOTA 128 CAROLLA Passenger Car, Station Wagon, Jeep No Injury LAKE WASHINGTON BLVD Page 10 of 24
19-049 8/19/2019 07:20 Monday SOUTHPORT PKWY - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 34
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 FORD No Injury
Age: 36
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
19-04996 8/23/2019 08:20 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Following Too Closely
1000' Direction: West
21703 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:3
Lap/Shoulder Harness Used Cell Phone Not In Use
Age: 35
Assoc Factor: Violation
Making U Turn
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West HONDA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 33
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 2 Driver West 2014 BMW X SERIES Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 36
Assoc Factor: Uninvolved Vehicl
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 3 Driver West 2016HONDA HR-V Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 47
Assoc Factor: Uninvolved Vehicl
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 4 Driver West 2014 TOYOTA SIENNA Mini Van No Injury 19-05393 9/6/2019 06:45 Friday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 49
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2016NISSAN ALTIMA No Injury
Age: 51
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA TACOMA No Injury
19-06186 10/15/2019 09:05 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2017 FORD EXPLORER Police Car No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 58
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 2 Driver North 2019 KIA SORENTO Sport Utility Vehicle Complaint of Pain 19-06231 10/16/2019 18:20 Wednesday JEFFERSON BLVD - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 44
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2012 TOYOTA PRIUS No Injury
19-06252 10/17/2019 13:45 Thursday LAKE WASHINGTON BLVD - SILVERADO ST Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 DODGE JOURNEY No Injury
Male Age: 52
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2003 DODGE RAM TRUCK No Injury
19-06503 11/1/2019 13:19 Friday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
200' Direction: West
22107 Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
129
LAKE WASHINGTON BLVD Page 11 of 24
Not Stated
Age: 25
Assoc Factor: Runaway Vehicle
Changing Lanes
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver East 1997 BMW 4DOOR Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: Runaway Vehicle
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2013 MAZDA 6 Passenger Car, Station Wagon, Jeep Complaint of Pain 19-06767 11/11/2019 13:00 Monday LAKE WASHINGTON BLVD - JEFFERSON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 70
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 TOYOTA PRIUS No Injury
1907749 11/22/2019 13:30 Friday TOWN CENTER PLZ - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2005 SUBARU FORESTER No Injury
Age: 67
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver LINCOLN No Injury
19-07123 11/30/2019 23:15 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Driving Under Influence
0' Direction: Not Stated
23152A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 44
Assoc Factor: Violation
Other Unsafe Turning
Veh Type: Sobriety: HBD Under Influence
Party 1 Driver East 2016 DODGE CHALLENGER Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 51
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2017 SUBARU IMPREZA Passenger Car, Station Wagon, Jeep No Injury 19-07140 12/1/2019 19:38 Sunday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:1
Male Age: 26
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver South 2010GMC TERRAIN No Injury
M/C Helmet Passenger - Yes
Male Age: 36
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver South 2019 VOLKSWAGEN ATLAS No Injury
19-07392 12/13/2019 16:13 Friday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 34
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2006HONDA ODYSSEY Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 46
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2009 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 19-07474 12/16/2019 12:20 Monday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2001HONDA CIVIC No Injury
Male Age: 42
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2010 INTERNATIONAL No Injury
20-00041 1/2/2020 22:52 Thursday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
130
LAKE WASHINGTON BLVD Page 12 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2007 TOYOTA MATRIX Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 56
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2008 CHEVROLET MALIBU Passenger Car, Station Wagon, Jeep Complaint of Pain 20-00144 1/8/2020 18:30 Wednesday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 45
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2006 FORD F-150 Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 50
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2010 TOYOTA PRIUS Passenger Car, Station Wagon, Jeep No Injury 20-00482 1/28/2020 22:53 Tuesday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2006 DODGE RAM TRUCK Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2015 TOYOTA 4RUNNER Sport Utility Vehicle Complaint of Pain 20-00874 2/18/2020 11:35 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Hazardous Movement
0' Direction: Not Stated
21451B Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 41
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver South 2006 TOYOTA RAV4 No Injury
Lap/Shoulder Harness Used
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver West 2016HONDA ACCORD No Injury
20-00880 2/18/2020 15:46 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Wrong Side of Road
0' Direction: Not Stated
21651(a)(1) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Making U Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2017 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver North 1999HONDA CRV Sport Utility Vehicle No Injury 20-00942 2/20/2020 14:00 Thursday TOWN CENTER PLZ - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 41
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2014 KIA FORTE No Injury
Age: 42
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA CAMRY No Injury
20-01172 3/2/2020 09:16 Monday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - STONEGATE DR
Following Too Closely
638' Direction: West
21703 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 19
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2015NISSAN ALTIMA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 41
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2003 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver East 2000 VOLVO 131 WAGON Passenger Car, Station Wagon, Jeep No Injury LAKE WASHINGTON BLVD Page 13 of 24
20-01241 3/4/2020 07:30 Wednesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 32
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 MAZDA IS250 No Injury
Male Age: 29
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 43711J2 CA No Injury
20-01221 3/4/2020 09:30 Wednesday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver West 2013GMC YUKON No Injury
Lap/Shoulder Harness Used
Female Age: 36
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver South 2017 BMW 4 SERIES No Injury
20-01340 3/9/2020 11:13 Monday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 MAZDA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA No Injury
20-01309 3/9/2020 11:32 Monday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 42
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2016 INTERNATIONAL TRACTOR Truck Tractor Other Visible Injury 20-01463 3/17/2020 02:14 Tuesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Hazardous Movement
1056' Direction: North
23103A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Lap Belt Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver South 2003 ACURA CL Passenger Car, Station Wagon, Jeep No Injury Lap Belt Used Cell Phone Not In Use
Male Age: 41
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2015NISSAN ALTIMA Passenger Car, Station Wagon, Jeep No Injury 20-02019 4/1/2020 13:00 Wednesday TOWN CENTER PLZ - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 31
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2017HONDA CIVIC No Injury
Female Age: 32
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2008HONDA PILOT No Injury
20-01692 4/2/2020 14:24 Thursday TOWN CENTER PLZ - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 23
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 SCION TC No Injury
Female Age: 21
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2013 TOYOTA VENZA No Injury
132
LAKE WASHINGTON BLVD Page 14 of 24
20-01745 4/7/2020 18:03 Tuesday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Wrong Side of Road
1000' Direction: North
21651B Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2003 MAZDA MAZDA 6 Passenger Car, Station Wagon, Jeep Complaint of Pain 20-01907 4/20/2020 08:05 Monday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
155' Direction: North
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 21
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 2001HONDA PASSPORT Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver South 2016 FORD TRANSIT Mini Van No Injury 20-02174 5/8/2020 20:35 Friday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Auto R/W Violation
715' Direction: West
21804A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 28
Assoc Factor: None Apparent
Entering Traffic
Veh Type: Sobriety: HNBD
Party 1 Driver West 2015 DODGE DART Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2016 CHEVROLET CRUZE Passenger Car, Station Wagon, Jeep No Injury 20-02183 5/9/2020 12:10 Saturday
Overturned Non - Collision

VILLAGE PKWY - LAKE WASHINGTON BLVD
Other Hazardous Movement
0' Direction: Not Stated
23103B Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 43
Assoc Factor: None Apparent
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver South 2018 CHEVROLET SILVERADO Passenger Car, Station Wagon, Jeep Other Visible Injury 20-02535 6/1/2020 09:45 Monday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 56
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 1 Driver East 2018 FREIGHTLINER 2X Truck Tractor No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 52
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019HONDA ODYSSEY Mini Van No Injury 20-02568 6/3/2020 15:20 Wednesday
Sideswipe Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 68
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2019 FORD RANGER Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 32
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2019 INTERNATIONAL 7400 Three or More Axle Truck No Injury 20-02632 6/7/2020 22:09 Sunday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 3 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 22
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2008 CHEVROLET COBALT Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used
Male Age: 19
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2004 BMW 5 SERIES Passenger Car, Station Wagon, Jeep Complaint of Pain 20-02699 6/11/2020 18:42 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - TOWN CENTER PLZ
Unsafe Speed
57' Direction: West
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
133
LAKE WASHINGTON BLVD Page 15 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 23
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2016 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2016HONDA CR-V Passenger Car, Station Wagon, Jeep No Injury 20-03133 7/9/2020 08:14 Thursday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 55
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 2003 DODGE RAM TRUCK Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 62
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2018 TESLA S Passenger Car, Station Wagon, Jeep Complaint of Pain 20-03325 7/18/2020 14:00 Saturday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 38
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 TOYOTA PRIUS No Injury
Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD MUSTANG No Injury
20-04164 8/19/2020 16:15 Wednesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 44
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2020 TOYOTA CAMRY No Injury
Age: 45
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
20-04002 8/25/2020 16:08 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 62
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2020 TOYOTA SIENNA Passenger Car, Station Wagon, Jeep No Injury Unknown Cell Phone Not In Use
Female Age: 45
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2018 TESLA MODEL 3 Passenger Car, Station Wagon, Jeep No Injury 20-04548 9/8/2020 01:30 Tuesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 46
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2019 CHEVROLET TRAVERSE No Injury
Female Age: 47
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD VAN No Injury
20-04349 9/12/2020 00:45 Saturday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Other Visible Injury # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 35
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HBD Not Under Influ
Party 1 Driver South 2016 FORD FUSION Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 21
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HBD Not Under Influ
Party 2 Driver North 2006HONDA CIVIC Passenger Car, Station Wagon, Jeep Other Visible Injury 134
LAKE WASHINGTON BLVD Page 16 of 24
20-04561 9/23/2020 21:27 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 33
Assoc Factor: Inattention
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver South 2018 CHEVROLET TAHOE Police Car No Injury Lap/Shoulder Harness Used
Male Age: 38
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2011 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 20-05382 11/6/2020 04:58 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2002 FORD F150 Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 25
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2005HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver North 2005 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 40
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 4 Driver North 2019NISSAN SENTRA Passenger Car, Station Wagon, Jeep No Injury 20-05509 11/12/2020 15:35 Thursday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 30
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: Sleepy - Fatigued
Party 1 Driver South 2009HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 FORD F150 Pickups & Panels No Injury 20-05835 11/30/2020 15:14 Monday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
0' Direction: Not Stated
21658(a) Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Age: 36
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West SEDAN Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 35
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2008 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain 20-05858 12/1/2020 17:03 Tuesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver West 2020 TESLA MODEL X Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 42
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 1999 CHEVROLET SILVERADO Pickups & Panels No Injury 20-05866 12/2/2020 04:40 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2013 FREIGHTLINER 3X Truck Tractor No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2011 MERCEDES-BENZ C- CLASS Passenger Car, Station Wagon, Jeep No Injury 135
LAKE WASHINGTON BLVD Page 17 of 24
20-05888 12/3/2020 09:39 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 60
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2013 MAZDA MAZDA 3 Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2000 TOYOTA TACOMA Pickups & Panels Complaint of Pain 21-00279 1/15/2021 21:47 Friday
Head-On Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 31
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2000 FORD FOCUS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 47
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2019 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain 21-00371 1/21/2021 00:01 Thursday
Hit Object Fixed Object

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Wrong Side of Road
0' Direction: Not Stated
21651(a)(1) Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Not Stated Cell Phone Not In Use
Age:

Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver 2004 SATURN ION Passenger Car, Station Wagon, Jeep No Injury 21-00678 2/4/2021 12:51 Thursday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
20' Direction: East
22100A Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Not Stated
Age: 78
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West KENWORTH T680 Truck Tractor No Injury Lap/Shoulder Harness Used
Female Age: 78
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2004 TOYOTA SOLARA Passenger Car, Station Wagon, Jeep No Injury 21-00737 2/7/2021 19:52 Sunday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - STONEGATE DR
Traffic Signals and Signs
0' Direction: Not Stated
22450(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Female Age: 23
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver North 2010 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 32
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 21-01198 3/5/2021 22:00 Friday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2014HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 61
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2004NISSAN TITAN Pickups & Panels Complaint of Pain 21-01420 3/19/2021 10:54 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 46
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2007 BMW 3 SERIES Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 25
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2013 SCION TC Passenger Car, Station Wagon, Jeep Complaint of Pain 136
LAKE WASHINGTON BLVD Page 18 of 24
21-80007 4/15/2021 09:01 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Female Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 TOYOTA HIGHLANDER No Injury
Male Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2008 TOYOTA COROLLA No Injury
21-02125 4/24/2021 12:09 Saturday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Auto R/W Violation
180' Direction: East
21804A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 34
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2014 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 TOYOTA HIGHLANDER Sport Utility Vehicle No Injury 21-02439 5/12/2021 01:03 Wednesday
Head-On Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 36
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2003NISSAN 350Z Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 36
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2003NISSAN 350Z Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 36
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2003NISSAN 350Z Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2002 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 56
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2002 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2002 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury 21-02608 5/20/2021 11:10 Thursday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:2
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 83
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 1996 DODGE RAM TRUCK Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 43
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2017 BMW i3 Sport Utility Vehicle No Injury 21-02673 5/24/2021 05:31 Monday
Hit Object Fixed Object

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dusk - Dawn Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 30
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 1994 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 21-02825 6/1/2021 10:58 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Other Than Driver
0' Direction: Not Stated
Hit & Run: No Other Visible Injury # Inj: 2 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 26
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2018HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep Other Visible Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 51
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2012 TOYOTA 137 TUNDRA Pickups & Panels Other Visible Injury LAKE WASHINGTON BLVD Page 19 of 24
21-03221 6/22/2021 16:47 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
25' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 43
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2020 TESLA A Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 34
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 2 Driver East 2014HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury 21-03230 6/22/2021 22:49 Tuesday
Rear-End Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2000 FORD TAURUS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 61
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2019 MERCEDES-BENZ SPRINTER General Public Transit Vehicle No Injury 21-03443 7/6/2021 01:00 Tuesday
Hit Object Fixed Object

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Wrong Side of Road
0' Direction: Not Stated
21651(a)(1) Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Age:

Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver South 2002 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep Other Visible Injury 21-03475 7/8/2021 01:13 Thursday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - TOWN CENTER PLZ
Driving Under Influence
0' Direction: Not Stated
23152(f) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 52
Assoc Factor: Violation
Proceeding Straight
Veh Type: Sobriety: Under Drug Influenc
Party 1 Driver West 2000 FORD F-350 Pickups & Panels No Injury 21-80090 7/24/2021 15:50 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2016 CHEVROLET OTHER No Injury
Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD No Injury
21-04319 8/26/2021 14:37 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
247' Direction: East
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver East 1997 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 67
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2011 TOYOTA RAV4 Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 61
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver East 2018 DODGE CHALLENGER Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 40
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 4 Driver East 2012 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 49
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 5 Driver East 2005HONDA CRV Sport Utility Vehicle No Injury 21-04538 9/7/2021 15:45 Tuesday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: Felony Other Visible Injury # Inj: 3 # Killed: 0 Daylight Clear Pty at Fault:1
138
LAKE WASHINGTON BLVD Page 20 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 33
Assoc Factor: Defective Vehicle E
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 2006 FORD FREESTAR Mini Van Other Visible Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 38
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2011 FORD FUSION Passenger Car, Station Wagon, Jeep Other Visible Injury 21-80159 9/10/2021 14:55 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:3
Male Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 SUBARU FORRESTER No Injury
Female Age: 71
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2013 VOLKSWAGEN PASSAT No Injury
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 3 Driver KIA SPORTAGE No Injury
21-04649 9/10/2021 16:00 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Following Too Closely
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:3
Female Age: 71
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 VOLKSWAGEN PASSAT No Injury
Male Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver West SUBARU FORESTER No Injury
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 3 Driver KIA No Injury
21-04619 9/11/2021 13:25 Saturday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 35
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver West 2015GMC YUKON Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2016 FORD EXPLORER Sport Utility Vehicle No Injury 21-04629 9/12/2021 11:58 Sunday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 64
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2015 JEEP WRANGLER Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 75
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2000GMC SIERRA Two Axle Truck No Injury 21-04664 9/14/2021 09:55 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Following Too Closely
0' Direction: Not Stated
21703 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Male Age: 64
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2014 TOYOTA SIENNA Mini Van No Injury Unknown
Male Age: 57
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 FORD F-550 Other Commercial No Injury 21-04845 9/24/2021 05:41 Friday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2012 ACURA 139 TSX Passenger Car, Station Wagon, Jeep Complaint of Pain LAKE WASHINGTON BLVD Page 21 of 24
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 39
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2021 CHEVROLET TAHOE Sport Utility Vehicle Complaint of Pain 21-80185 10/6/2021 13:10 Wednesday
Rear-End Parked Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Female Age: 61
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2018HONDA ACCORD No Injury
Male Age: 61
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2009 CHEVROLET TAHOE No Injury
21-05398 10/20/2021 12:34 Wednesday
Sideswipe Other Motor Vehicle

TOWN CENTER PLZ - LAKE WASHINGTON BLVD
Unsafe Lane Change
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 CHEVROLET CRUZE No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
21-05552 11/3/2021 13:30 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22100B Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 33
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2021 SUBARU FORESTER Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used
Male Age: 32
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2021 PETERBILT 2X Two Axle Truck No Injury 21-05773 11/15/2021 19:23 Monday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2001HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2001 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 21-80285 12/3/2021 17:30 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Improper Driving
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Not Stated Pty at Fault:2
Male Age: 40
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2020 TOYT RAV4 No Injury
Male Age: 31
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2010 CHEVROLET IMPALA No Injury
21-80289 12/9/2021 11:44 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Other Improper Driving
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2019 FREIGHTLINER OTHER No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver UNKNOWN No Injury
21-00050 1/3/2022 06:30 Monday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - REDWOOD AVE
Unsafe Lane Change
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:2
140
LAKE WASHINGTON BLVD Page 22 of 24
Male Age: 19
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2009HONDA CRV No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
22-00069 1/5/2022 20:25 Wednesday
Hit Object Fixed Object

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Driving Under Influence
0' Direction: Not Stated
23152(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 53
Assoc Factor: Violation
Making Right Turn
Veh Type: Sobriety: HBD Under Influence
Party 1 Driver SOUT 2013NISSAN LEAF Passenger Car, Station Wagon, Jeep 22-00552 2/3/2022 12:24 Thursday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
0' Direction: Not Stated
21658(a) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 39
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 1999NISSAN MAXIMA Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 57
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2021 PETERBULT 3X Three or More Axle Truck 22-01287 3/16/2022 13:20 Wednesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Auto R/W Violation
375' Direction: EAST
21804(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 79
Assoc Factor: None Apparent
Merging
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 2020 CHEVROLET SPARK Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 66
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2016 BUICK ENCLAVE Sport Utility Vehicle 22-01426 3/24/2022 21:26 Thursday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Auto R/W Violation
250' Direction: EAST
21804(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 36
Assoc Factor: None Apparent
Entering Traffic
Veh Type: Sobriety: HNBD
Party 1 Driver NORT 2018HONDA ACCORD Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2003HONDA CIVIC Passenger Car, Station Wagon, Jeep 22-01659 4/6/2022 13:40 Wednesday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 31
Assoc Factor: Defective Vehicle E
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 2016 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep 22-01715 4/8/2022 21:26 Friday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Improper Driving
0' Direction: Not Stated
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Cell Phone Not In Use
M Age:

Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver Not St 2016 MERCEDES-BENZ C-CLASS Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 39
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver Not St 2007 LINCOLN NAVIGATOR Sport Utility Vehicle 22-01934 4/22/2022 04:48 Friday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 41
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2022HONDA CIVIC Passenger Car, Station Wagon, Jeep 141
LAKE WASHINGTON BLVD Page 23 of 24
22-02054 4/28/2022 09:05 Thursday
Overturned Fixed Object

LAKE WASHINGTON BLVD - VILLAGE PKWY
Other Improper Driving
650' Direction: EAST
Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
F Age: 21
Assoc Factor: Other
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2020NISSAN KICK Passenger Car, Station Wagon, Jeep WSP-22-02203 5/5/2022 15:50 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
50' Direction: EAST
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Not Stated
M Age:

Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver NORT Passenger Car, Station Wagon, Jeep
Lap/Shoulder Harness Used Cell Phone Handsfree In Use
M Age: 51
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver NORT 2020 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep WSP-22-02751 6/9/2022 05:00 Thursday
Head-On Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21451(a) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Not Stated Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 43
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2012HONDA CIVIC Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 57
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2021NISSAN KICKS Passenger Car, Station Wagon, Jeep 2202855 6/15/2022 11:12 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - NULL
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Female Age: 77
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2019 TOYOTA COROLLA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
WSP-22-02837 6/15/2022 11:26 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - JEFFERSON BLVD
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
F Age:

Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver NORT 2019 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 25
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver NORT 2003NISSAN ALTIMA Passenger Car, Station Wagon, Jeep WSP-22-02931 6/21/2022 09:15 Tuesday
Broadside Other Motor Vehicle

JEFFERSON BLVD - LAKE WASHINGTON BLVD
Traffic Signals and Signs
0' Direction: Not Stated
21453(c) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 20
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver NORT 2019 DODGE PROMASTER Pickups & Panels Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 50
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver SOUT 2018NISSAN VERSA Passenger Car, Station Wagon, Jeep WSP-22-02986 6/25/2022 02:28 Saturday
Overturned Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
496' Direction: NORTH
22107 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Cell Phone Not In Use
M Age: 45
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver NORT 1996 JAGUAR XJR Passenger Car, Station Wagon, Jeep WSP-22-03198 7/9/2022 09:45 Saturday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
225' Direction: NORTH
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
142
LAKE WASHINGTON BLVD Page 24 of 24
Lap/Shoulder Harness Used Not Stated
M Age: 28
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver NORT 2009 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep WSP-22-03373 7/19/2022 12:33 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
396' Direction: NORTH
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Not Sta Age:

Assoc Factor: None Apparent
Making U Turn
Veh Type: Sobriety: HBD Impairment Un
Party 1 Driver NORT Passenger Car, Station Wagon, Jeep
Cell Phone Not In Use
F Age: 60
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver NORT 2017 TOYOTA RAV4 Sport Utility Vehicle Settings for Query:

Street: LAKE WASHINGTON BLVD
Note that when a street is selected, the results return all collisions with that steet as a primary road and all collisions with that street as a secondary road with a distance of 0'.

Sorted By: Date and Time
143
Collision Summary Report
City of West Sacramento
Police Department
7/29/22
From 1/1/2017 to 7/29/2022
Total Collisions: 160
Injury Collisions: 50
Fatal Collisions: 0
SOUTHPORT PKWY Page 1 of 22
17-00845 2/12/2017 20:56 Sunday
Other Other

JEFFERSON BLVD - SOUTHPORT PKWY
Driving Under Influence
0' Direction: Not Stated
23152B Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 43
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver East 2002 TOYOTA SEQUOIA Sport Utility Vehicle No Injury 17-00922 2/16/2017 05:54 Thursday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
3100' Direction: West
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Raining Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Traveling Wrong Way
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver West 2000 TOYOTA PICKUP Pickups & Panels No Injury Unknown Cell Phone Not In Use
Male Age: 57
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Pickup Truck Sobriety: HNBD
Party 2 Driver East 2003 CHEVROLET PICKUP Pickups & Panels No Injury 17-01240 3/2/2017 20:15 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Not Under Influ
Party 1 Driver West 1997 TOYOTA AVALON Passenger Car, Station Wagon, Jeep No Injury 17-01283 3/5/2017 20:16 Sunday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - CARLIN DR
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Handsfree In Use
Female Age: 25
Assoc Factor: Inattention
Making U Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2003 FORD FOCUS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 52
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2012HYUNDAI SONATA Passenger Car, Station Wagon, Jeep No Injury 17-01687 3/23/2017 05:07 Thursday
Other Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
2640' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 24
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2003 VOLKSWAGEN PASSAT Passenger Car, Station Wagon, Jeep No Injury 17-02195 4/18/2017 00:48 Tuesday
Hit Object Fixed Object

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Age:

Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 1998 CHEVROLET MALIBU Passenger Car, Station Wagon, Jeep No Injury 17-02420 4/28/2017 18:09 Friday
Hit Object Fixed Object
SAVANNAH LN WEST SACRAMENTO, CA, 95691 - SO
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Stated
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2009 DODGE CALIBER Passenger Car, Station Wagon, Jeep Other Visible Injury 144
SOUTHPORT PKWY Page 2 of 22
17-02830 5/19/2017 01:44 Friday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3960' Direction: South
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: Other
Ran Off Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2007 FORD CROWN VICTO Passenger Car, Station Wagon, Jeep No Injury 17-03751 7/3/2017 09:00 Monday
Not Stated Not Stated

SOUTHPORT PKWY - CARLIN DR
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver South No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver South 2005 PONTIAC G6 No Injury
17-03867 7/9/2017 14:37 Sunday
Hit Object Other Object

SOUTHPORT PKWY - PROMENADE ST
Driving Under Influence
890' Direction: West
23152A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Male Age: 46
Assoc Factor: Violation
Ran Off Road
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver West 1991 TOYOTA SR5 Passenger Car, Station Wagon, Jeep No Injury 17-04390 8/4/2017 16:33 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
150' Direction: North
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Unknown Not Stated
Female Age: 29
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2004 TOYOTA MATRIX Passenger Car, Station Wagon, Jeep No Injury Unknown Not Stated
Male Age: 49
Assoc Factor: None Stated
Other
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2016HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury 17-04725 8/22/2017 13:22 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 52
Assoc Factor:

Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 1995HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2008 LINCOLN NAVIGATOR Sport Utility Vehicle No Injury 17-04784 8/25/2017 07:29 Friday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
400' Direction: WEST
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Not Stated
FEMAL Age: 21
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver WEST 2013 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 46
Assoc Factor: None Apparent
Stopped in Road
Veh Type: Truck Sobriety: HNBD
Party 2 Driver WEST 2001 INTERNATIONAL 2X Two Axle Truck No Injury 17-06167 11/3/2017 14:29 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
60' Direction: East
21658A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap Belt Used
Male Age: 21
Assoc Factor: Unfamiliar With R
Changing Lanes
Veh Type: Passenger Car Sobriety: Not Applicable
Party 1 Driver West 2007 KIA SPECTRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Not Stated
Male Age: 49
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Driver West 2004 BMW 321I Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used
Male Age: 77
Assoc Factor:

Stopped In Road
Veh Type: Passenger Car Sobriety: Not Applicable
Party 3 Driver West 2016 CHEVROLET SUBURBAN Sport Utility Vehicle No Injury 145
SOUTHPORT PKWY Page 3 of 22
17-06463 11/19/2017 12:30 Sunday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver North 2006 TOYOTA TUNDRA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver North 2008 MAZDA MAZDA 6 No Injury
17-06732 12/3/2017 21:40 Sunday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Driving Under Influence
0' Direction: Not Stated
23152A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Male Age: 28
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Under Influence
Party 1 Driver West 2016 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep No Injury 17-06936 12/14/2017 04:22 Thursday
Overturned Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3168' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 30
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2005HONDA ACCORD No Injury
17-07027 12/18/2017 07:57 Monday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
903' Direction: West
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: Stop and Go Traffi
Proceeding Straight
Veh Type: Truck Sobriety: HNBD
Party 1 Driver East 2012 FREIGHTLINER 2X Two Axle Truck No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2002NISSAN ALTIMA Passenger Car, Station Wagon, Jeep No Injury 18-00028 1/3/2018 06:41 Wednesday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
2885' Direction: East
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dusk - Dawn Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 27
Assoc Factor: Vision Obscureme
Ran Off Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2005 CHEVROLET EQUINOX Passenger Car, Station Wagon, Jeep Complaint of Pain 17-00072 1/4/2018 22:16 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
15' Direction: West
22350 Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Male Age: 41
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 2008 INFINITI G SERIES Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 38
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 1999 ACURA TL Passenger Car, Station Wagon, Jeep Complaint of Pain 18-00384 1/19/2018 17:37 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Following Too Closely
0' Direction: Not Stated
21703 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 19
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 2015 TOYOTA HIGHLANDER Sport Utility Vehicle No Injury Lap/Shoulder Harness Used
Female Age: 58
Assoc Factor:

Making Right Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 2 Driver East 2016 MAZDA CX Sport Utility Vehicle No Injury 18-00404 1/20/2018 13:15 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Not Stated
Female Age: 34
Assoc Factor: Violation
Making Left Turn
Veh Type: Pickup Truck Sobriety: Impairment Not Kno
Party 1 Driver 2006 TOYOTA TACOMA Pickups & Panels No Injury 146 SOUTHPORT PKWY Page 4 of 22
Lap Belt Used Cell Phone Not In Use
Female Age: 31
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 2016NISSAN VERSA Passenger Car, Station Wagon, Jeep No Injury 18-00588 1/29/2018 07:54 Monday
Broadside Other Motor Vehicle

JEFFERSON BLVD - SOUTHPORT PKWY
Auto R/W Violation
0' Direction: Not Stated
21802A Hit & Run: No Other Visible Injury # Inj: 3 # Killed: 0 Daylight Fog Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 36
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2009HONDA ODYSSEY Passenger Car, Station Wagon, Jeep Other Visible Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver SOUT 2014 JEEP CHEROKEE Sport Utility Vehicle Other Visible Injury 18-01127 2/22/2018 23:24 Thursday
Overturned Fixed Object

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
2835' Direction: East
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: Sleepy - Fatigued
Party 1 Driver East 2013HYUNDAI TUCSON Sport Utility Vehicle No Injury 18-01268 3/1/2018 16:01 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
164' Direction: East
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Not Stated
Male Age:

Assoc Factor:

Making Left Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver East 2006 LEXUS IS350 Passenger Car, Station Wagon, Jeep No Injury 18-01555 3/15/2018 15:56 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Driving Under Influence
2782' Direction: North
23152F Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: Violation
Ran Off Road
Veh Type: Passenger Car Sobriety: Under Drug Influenc
Party 1 Driver North 2013 FORD MUSTANG Passenger Car, Station Wagon, Jeep No Injury 18-02480 5/4/2018 11:45 Friday
Other Fixed Object

SOUTHPORT PKWY - SILVERWOOD RD
Wrong Side of Road
635' Direction: South
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 21
Assoc Factor: Runaway Vehicle
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2007 VOLKSWAGEN BEETLE Passenger Car, Station Wagon, Jeep No Injury 18-02510 5/5/2018 19:09 Saturday
Sideswipe Parked Motor Vehicle

SOUTHPORT PKWY -
Other Improper Driving
120' Direction: West
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown
Male Age: 59
Assoc Factor:

Making Right Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 2006 FORD F-150 Passenger Car, Station Wagon, Jeep No Injury Age: 62
Assoc Factor:

Parked
Veh Type: Passenger Car Sobriety: Not Applicable
Party 2 Parked Vehicle South 2015 CHEVROLET IMPALA Passenger Car, Station Wagon, Jeep No Injury 18-02596 5/11/2018 10:54 Friday
Overturned Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Truck Sobriety: HNBD
Party 1 Driver North 2011 INTERNATIONAL 3X Truck Tractor No Injury 18-02661 5/14/2018 21:13 Monday
Hit Object Fixed Object

SOUTHPORT PKWY - OAKLAND BAY DR
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 31
Assoc Factor: Other
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2011 JEEP PATRIOT Passenger Car, Station Wagon, Jeep No Injury 18-02865 5/25/2018 05:31 Friday
Head-On Fixed Object

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
2390' Direction: East
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1 147
SOUTHPORT PKWY Page 5 of 22
Unknown Not Stated
Age:

Assoc Factor: None Stated
Ran Off Road
Veh Type: Passenger Car Sobriety: Not Stated
Party 1 Driver West 2005 VOLKSWAGEN JETTA Passenger Car, Station Wagon, Jeep No Injury 18-03084 6/6/2018 15:20 Wednesday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:2
Lap/Shoulder Harness Used Cell Phone Not In Use
MALE Age: 24
Assoc Factor: None Apparent
Stopped in Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver WEST 2004 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 36
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver WEST 2011 FORD EXPLORER Sport Utility Vehicle No Injury 18-03172 6/11/2018 07:05 Monday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Following Too Closely
75' Direction: East
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Female Age: 38
Assoc Factor:

Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2006GMC YUKON No Injury
Lap/Shoulder Harness Used
Female Age: 38
Assoc Factor:

Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver West 2014NISSAN SENTRA No Injury
18-03217 6/12/2018 16:00 Tuesday
Broadside Other Motor Vehicle

OTIS AVE - SOUTHPORT PKWY
Auto R/W Violation
0' Direction: Not Stated
21802A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
MALE Age: 32
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver SOUT 2017NISSAN ROGUE Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
FEMAL Age: 37
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver EAST 2014 CHRYSLER TOWN AND CO Mini Van No Injury 18-04318 8/3/2018 22:26 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 21
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2001 FORD MUSTANG Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver East 2006 TOYOTA SCION Passenger Car, Station Wagon, Jeep No Injury 18-04455 8/11/2018 12:45 Saturday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
200' Direction: South
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 1997HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury 18-04605 8/18/2018 00:20 Saturday
Hit Object Other Object

SOUTHPORT PKWY - RAMCO ST
Unsafe Lane Change
1865' Direction: North
21658A Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown Not Stated
Age:

Assoc Factor: None Stated
Other Unsafe Turning
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 2002 CADILLAC STS Passenger Car, Station Wagon, Jeep No Injury 18-05254 9/20/2018 04:17 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
2600' Direction: West
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Passenger Car Sobriety: HBD Not Under Influ
Party 1 Driver West 2002HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury 18-05340 9/24/2018 14:26 Monday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
740' Direction: South
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
148
SOUTHPORT PKWY Page 6 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 59
Assoc Factor: Inattention
Ran Off Road
Veh Type: Truck Sobriety: HNBD
Party 1 Driver South 2017 FORD E-SERIES Two Axle Truck No Injury 18-05757 10/14/2018 17:48 Sunday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Dusk - Dawn Clear Pty at Fault:1
Age: 56
Assoc Factor:

Slowing/Stopping
Veh Type: Passenger Car Sobriety:

Party 1 Driver Passenger Car, Station Wagon, Jeep No Injury Lap Belt Used Cell Phone Not In Use
Male Age: 53
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver West 2018HONDA ACCORD Passenger Car, Station Wagon, Jeep Complaint of Pain 18-05943 10/24/2018 09:00 Wednesday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - OTIS AVE
Auto R/W Violation
30' Direction: South
21804A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Not Stated
Male Age: 34
Assoc Factor: Violation
Entering Traffic
Veh Type: Pickup Truck Sobriety: HNBD
Party 1 Driver East 2012 CHEVROLET COLORADO Pickups & Panels No Injury Unknown Not Stated
Male Age: 53
Assoc Factor: None Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2007 MERCEDES-BENZ C- CLASS Passenger Car, Station Wagon, Jeep No Injury 18-06127 11/3/2018 00:01 Saturday
Overturned Fixed Object

SOUTHPORT PKWY - RAMCO ST
Driving Under Influence
2112' Direction: North
23152A Hit & Run: No Severe Injury # Inj: 1 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Unknown Not Stated
Male Age: 59
Assoc Factor: None Stated
Proceeding Straight
Veh Type: Passenger Car Sobriety: HBD Impairment Un
Party 1 Driver South 2002GMC YUKON Sport Utility Vehicle Severe Injury 18-06978 12/18/2018 23:10 Tuesday
Hit Object Fixed Object

SOUTHPORT PKWY - SILVERWOOD RD
Wrong Side of Road
0' Direction: Not Stated
21651A Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 30
Assoc Factor: Other
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver South 2015 FORD FUSION Passenger Car, Station Wagon, Jeep Complaint of Pain 18-07199 12/31/2018 21:57 Monday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Other Improper Driving
5280' Direction: South
21651 A1 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 55
Assoc Factor: Violation
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver North 2004 FORD EXPEDITION Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 19
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver South 2012 MAZDA 3 Passenger Car, Station Wagon, Jeep No Injury 19-00255 1/12/2019 05:45 Saturday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Fog Pty at Fault:

Female Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2017NISSAN TITAN No Injury
19-00247 1/15/2019 04:32 Tuesday
Hit Object Fixed Object

SOUTHPORT PKWY - PROMENADE ST
Wrong Side of Road
479' Direction: East
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: Violation
Changing Lanes
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver West 1998 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 19-00252 1/15/2019 11:00 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 24
Assoc Factor: None Apparent
Slowing/Stopping
Veh Type: Sobriety: HNBD
Party 1 Driver South 2006 CHEVROLET 2500 No Injury 149
SOUTHPORT PKWY Page 7 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 30
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2017 TOYOTA COROLLA No Injury
19-00481 1/25/2019 19:39 Friday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Traffic Signals and Signs
0' Direction: Not Stated
21453c Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Age: 24
Assoc Factor:

Making Left Turn
Veh Type: Passenger Car Sobriety: Impairment Not Kno
Party 1 Driver South 2000HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 22
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 2 Driver North 1999 ACURA TL Passenger Car, Station Wagon, Jeep Complaint of Pain 19-01239 3/3/2019 10:23 Sunday
Overturned Other Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3000' Direction: West
22107 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 17
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Passenger Car Sobriety: HNBD
Party 1 Driver East 2002 CHEVY TRAILBLAZER Sport Utility Vehicle Complaint of Pain 19-02184 4/17/2019 15:02 Wednesday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Other Hazardous Movement
0' Direction: Not Stated
21451A Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 47
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2003 MERCEDES-BENZ C- CLASS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 21
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2005 ACURA RSX Passenger Car, Station Wagon, Jeep Complaint of Pain 19-02506 4/27/2019 12:30 Saturday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2014HONDA CIVIC No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Other FORD EXPLORER No Injury
19-02542 5/3/2019 08:48 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
2850' Direction: West
22350 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: Violation
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver East 2016 VOLKSWAGEN GOLF Passenger Car, Station Wagon, Jeep Other Visible Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 57
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 2 Driver East 2013 FREIGHTLINER 2X Truck Tractor No Injury 19-02826 5/17/2019 03:59 Friday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Unsafe Lane Change
270' Direction: North
21658(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2007 MAZDA MAZDA 3 Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 59
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 1990 FORD E250 Mini Van No Injury
19-03151 6/1/2019 16:04 Saturday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
21' Direction: West
21658A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Handheld In Use
Male Age: 42
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2005GMC SIERRA Pickups & Panels No Injury 150
SOUTHPORT PKWY Page 8 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 40
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2017 CHEVROLET CAMARO Passenger Car, Station Wagon, Jeep No Injury 19-03198 6/3/2019 16:22 Monday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
22106 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: Unfamiliar With R
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 1989GMC SIERRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 38
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2010 LEXUS ES 350 Passenger Car, Station Wagon, Jeep Complaint of Pain 19-03706 6/27/2019 03:13 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
2640' Direction: West
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: None Apparent
Crossed Into Opposing Lane -
Veh Type: Sobriety: HNBD
Party 1 Driver East 2004 VOLVO S SERIES Passenger Car, Station Wagon, Jeep No Injury 19-03715 6/27/2019 12:33 Thursday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
1000' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver West 2003 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2018HINO TRUCK Two Axle Truck No Injury 19-03957 7/8/2019 01:38 Monday
Hit Object Fixed Object

SOUTHPORT PKWY - PROMENADE ST
Driving Under Influence
540' Direction: North
23152A Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 31
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: HBD Under Influence
Party 1 Driver South 2015 CHEVROLET TAHOE Sport Utility Vehicle No Injury 19-04312 7/23/2019 18:35 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Other Visible Injury # Inj: 2 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 33
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2018 FORD T250 Mini Van No Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2002HONDA ACCORD Passenger Car, Station Wagon, Jeep Other Visible Injury 19-04469 7/30/2019 15:26 Tuesday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
320' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2017 TOYOTA YARIS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 2 Driver East 2000 CHEVROLET S-10 Pickups & Panels No Injury 19-049 8/19/2019 07:20 Monday SOUTHPORT PKWY - LAKE WASHINGTON BLVD Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 34
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 FORD No Injury
Age: 36
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
151
SOUTHPORT PKWY Page 9 of 22
19-05393 9/6/2019 06:45 Friday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 49
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2016NISSAN ALTIMA No Injury
Age: 51
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA TACOMA No Injury
19-06186 10/15/2019 09:05 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2017 FORD EXPLORER Police Car No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 58
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 2 Driver North 2019 KIA SORENTO Sport Utility Vehicle Complaint of Pain 19-07034 11/26/2019 13:50 Tuesday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 48
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2007 TOYOTA YARIS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 53
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2015 CHEVROLET TAHOE Sport Utility Vehicle Complaint of Pain 19-07140 12/1/2019 19:38 Sunday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Not Stated Not Stated Pty at Fault:1
Male Age: 26
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver South 2010GMC TERRAIN No Injury
M/C Helmet Passenger - Yes
Male Age: 36
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver South 2019 VOLKSWAGEN ATLAS No Injury
19-07474 12/16/2019 12:20 Monday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Male Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2001HONDA CIVIC No Injury
Male Age: 42
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2010 INTERNATIONAL No Injury
20-00427 1/25/2020 21:29 Saturday
Overturned Non - Collision

SOUTHPORT PKWY - CARLIN DR
Unsafe Speed
500' Direction: South
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2007 CHEVROLET 1500 Pickups & Panels Complaint of Pain 20-00460 1/27/2020 21:42 Monday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3233' Direction: East
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver East 2002 ACURA RSX Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 25
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2002 CHEVROLET MONTE CARLO Passenger Car, Station Wagon, Jeep No Injury 152
SOUTHPORT PKWY Page 10 of 22
20-00818 2/14/2020 23:23 Friday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
1400' Direction: West
21650 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2003HONDA ACCORD Passenger Car, Station Wagon, Jeep Complaint of Pain 20-00874 2/18/2020 11:35 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Hazardous Movement
0' Direction: Not Stated
21451B Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 41
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver South 2006 TOYOTA RAV4 No Injury
Lap/Shoulder Harness Used
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver West 2016HONDA ACCORD No Injury
20-00880 2/18/2020 15:46 Tuesday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Wrong Side of Road
0' Direction: Not Stated
21651(a)(1) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Making U Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2017 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver North 1999HONDA CRV Sport Utility Vehicle No Injury 20-01241 3/4/2020 07:30 Wednesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 32
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 MAZDA IS250 No Injury
Male Age: 29
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 43711J2 CA No Injury
20-01283 3/7/2020 02:44 Saturday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Driving Under Influence
68' Direction: West
23152(a) Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: Violation
Proceeding Straight
Veh Type: Sobriety: Sleepy - Fatigued
Party 1 Driver West 2007NISSAN VERSA Passenger Car, Station Wagon, Jeep No Injury 20-01340 3/9/2020 11:13 Monday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 MAZDA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver TOYOTA No Injury
20-01309 3/9/2020 11:32 Monday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 42
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2016 INTERNATIONAL TRACTOR Truck Tractor Other Visible Injury 20-01331 3/10/2020 15:16 Tuesday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Improper Turning
540' Direction: East
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Passing Other Vehicle
Veh Type: Sobriety: HNBD
Party 1 Driver West 2001 BMW 3 SERIES Passenger Car, Station Wagon, Jeep No Injury 153 SOUTHPORT PKWY Page 11 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 48
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2017 INTERNATIONAL 3X Three or More Axle Truck No Injury 20-01374 3/13/2020 08:28 Friday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
2934' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Handsfree In Use
Male Age: 28
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver West 2016 FREIGHTLINER 3X Truck Tractor No Injury 20-01514 3/20/2020 15:07 Friday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3540' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Handsfree In Use
Female Age: 32
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2006GMC SIERRA Passenger Car, Station Wagon, Jeep Other Visible Injury 20-02069 4/30/2020 11:48 Thursday
Broadside Other Motor Vehicle

JEFFERSON BLVD - SOUTHPORT PKWY
Auto R/W Violation
0' Direction: Not Stated
21802(a) Hit & Run: No Other Visible Injury # Inj: 3 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 37
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver East 2016HONDA ACCORD Passenger Car, Station Wagon, Jeep Other Visible Injury Lap/Shoulder Harness Used Cell Phone Handsfree In Use
Male Age: 28
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2016GMC DENALI Pickups & Panels Complaint of Pain 20-02252 5/14/2020 09:32 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
60' Direction: West
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 42
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 1 Driver East 2012 KENWORTH TRACTOR Truck Tractor No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 55
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 2 Driver East 2014HYUNDAI SONATA Passenger Car, Station Wagon, Jeep No Injury 20-02535 6/1/2020 09:45 Monday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 56
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 1 Driver East 2018 FREIGHTLINER 2X Truck Tractor No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 52
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019HONDA ODYSSEY Mini Van No Injury 20-02616 6/3/2020 23:30 Wednesday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
0' Direction: Not Stated
21650 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Unknown
Age:

Assoc Factor: Violation
Ran Off Road
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West 1991 CHEVROLET CORVETTE Passenger Car, Station Wagon, Jeep No Injury 20-02816 6/19/2020 00:46 Friday
Broadside Other Motor Vehicle

OTIS AVE - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Handheld In Use
Male Age: 27
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver West 2015 CHRYSLER 200 Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 38
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver South 2020 MERCEDES-BENZ GL Passenger Car, Station Wagon, Jeep No Injury 20-03325 7/18/2020 14:00 Saturday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:
154
SOUTHPORT PKWY Page 12 of 22
Male Age: 38
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 TOYOTA PRIUS No Injury
Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD MUSTANG No Injury
20-03426 7/26/2020 12:33 Sunday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Traffic Signals and Signs
30' Direction: East
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:0
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 45
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2006HONDA ODYSSEY Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver East 2000 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 20-03732 8/11/2020 09:44 Tuesday
Head-On Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
1750' Direction: West
21651A1 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 67
Assoc Factor: None Apparent
Crossed Into Opposing Lane -
Veh Type: Sobriety: HNBD
Party 1 Driver West 2017 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 32
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2020 KENWORTH 3X Three or More Axle Truck No Injury 20-03778 8/13/2020 17:05 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
2640' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap Belt Used Cell Phone Not In Use
Male Age: 55
Assoc Factor: Vision Obscureme
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2004 KIA SEDONA Mini Van No Injury
20-03843 8/17/2020 15:35 Monday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - PROMENADE ST
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 32
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Other Physical Impai
Party 1 Driver West 2015HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 61
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2019 TOYOTA TUNDRA Pickups & Panels No Injury 20-04164 8/19/2020 16:15 Wednesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 44
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2020 TOYOTA CAMRY No Injury
Age: 45
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver No Injury
20-04002 8/25/2020 16:08 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 62
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2020 TOYOTA SIENNA Passenger Car, Station Wagon, Jeep No Injury Unknown Cell Phone Not In Use
Female Age: 45
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2018 TESLA MODEL 3 Passenger Car, Station Wagon, Jeep No Injury 20-04122 8/30/2020 23:31 Sunday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - PROMENADE ST
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: Felony Other Visible Injury # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
155
SOUTHPORT PKWY Page 13 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 19
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HBD Impairment Un
Party 1 Driver South 2013HONDA CR-V Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 34
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2013 CHEVROLET CRUZE Passenger Car, Station Wagon, Jeep Other Visible Injury 20-04548 9/8/2020 01:30 Tuesday LAKE WASHINGTON BLVD - SOUTHPORT PKWY Unknown
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Pty at Fault:

Female Age: 46
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2019 CHEVROLET TRAVERSE No Injury
Female Age: 47
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD VAN No Injury
20-04270 9/8/2020 09:10 Tuesday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - OAKLAND BAY DR
Auto R/W Violation
0' Direction: Not Stated
21800A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Other Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 44
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2013 FORD EDGE Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver East 2016 FORD EXPLORER Sport Utility Vehicle No Injury 20-04333 9/11/2020 08:17 Friday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3570' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Other Pty at Fault:1
Lap/Shoulder Harness Not Us Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Crossed Into Opposing Lane -
Veh Type: Sobriety: HNBD
Party 1 Driver East 2006 FORD FIVE HUNDRED Passenger Car, Station Wagon, Jeep Other Visible Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 42
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2008 VOLVO 3X Truck Tractor No Injury 20-04448 9/18/2020 07:33 Friday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
3168' Direction: West
21658A Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Not Us
Male Age: 25
Assoc Factor: Uninvolved Vehicl
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver West 1999 MERCEDES-BENZ ML430 Passenger Car, Station Wagon, Jeep Other Visible Injury 20-04561 9/23/2020 21:27 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 33
Assoc Factor: Inattention
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver South 2018 CHEVROLET TAHOE Police Car No Injury Lap/Shoulder Harness Used
Male Age: 38
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2011 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 20-04573 9/24/2020 13:32 Thursday
Overturned

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
3000' Direction: West
21658A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2000 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 20-05089 10/21/2020 16:23 Wednesday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - OAKLAND BAY DR
Auto R/W Violation
0' Direction: Not Stated
21800A Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 39
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2020 TOYOTA HIGHLANDER Sport Utility Vehicle Complaint of Pain 156
SOUTHPORT PKWY Page 14 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2006 TOYOTA RAV4 Sport Utility Vehicle No Injury 20-05382 11/6/2020 04:58 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2002 FORD F150 Pickups & Panels No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 25
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2005HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 23
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver North 2005 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 40
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 4 Driver North 2019NISSAN SENTRA Passenger Car, Station Wagon, Jeep No Injury 20-05509 11/12/2020 15:35 Thursday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 30
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: Sleepy - Fatigued
Party 1 Driver South 2009HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 FORD F150 Pickups & Panels No Injury 20-05835 11/30/2020 15:14 Monday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
0' Direction: Not Stated
21658(a) Hit & Run: Felony Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Age: 36
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West SEDAN Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 35
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2008 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain 20-05858 12/1/2020 17:03 Tuesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver West 2020 TESLA MODEL X Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 42
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 1999 CHEVROLET SILVERADO Pickups & Panels No Injury 20-05866 12/2/2020 04:40 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 58
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2013 FREIGHTLINER 3X Truck Tractor No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2011 MERCEDES-BENZ C- CLASS Passenger Car, Station Wagon, Jeep No Injury 20-06383 12/29/2020 23:54 Tuesday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3160' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver West 1997HONDA CIVIC Passenger Car, Station Wagon, Jeep No Injury 157
SOUTHPORT PKWY Page 15 of 22
21-00233 1/13/2021 22:28 Wednesday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
1443' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 74
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver West 2008 FORD FUSION Passenger Car, Station Wagon, Jeep Other Visible Injury 21-00279 1/15/2021 21:47 Friday
Head-On Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 31
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2000 FORD FOCUS Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 47
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2019 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain 21-00383 1/21/2021 18:21 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
3000' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 53
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver East 2007 FORD FOCUS Passenger Car, Station Wagon, Jeep Other Visible Injury 21-00585 1/31/2021 07:20 Sunday
Hit Object Fixed Object

SOUTHPORT PKWY - CARLIN DR
Unsafe Speed
776' Direction: East
22350 Hit & Run: No Severe Injury # Inj: 1 # Killed: 0
Daylight Clear Pty at Fault:1
Unknown
Male Age: 26
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver South 2006 INFINITI G35 Passenger Car, Station Wagon, Jeep Severe Injury 21-01411 3/18/2021 21:00 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
2500' Direction: East
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver West 2005 ACURA TSX Passenger Car, Station Wagon, Jeep No Injury 21-01420 3/19/2021 10:54 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Daylight Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 46
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2007 BMW 3 SERIES Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 25
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2013 SCION TC Passenger Car, Station Wagon, Jeep Complaint of Pain 21-01602 3/29/2021 02:43 Monday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
1000' Direction: West
22107 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 34
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 2004 TOYOTA TACOMA Pickups & Panels Complaint of Pain 21-01754 4/6/2021 15:00 Tuesday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Speed
50' Direction: West
22350 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Age: 35
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver East Pickups & Panels No Injury
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 35
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2018 LEXUS RX350L Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 3 Driver East 2020HYUNDAI IONIC Passenger Car, Station Wagon, Jeep No Injury 158 SOUTHPORT PKWY Page 16 of 22
21-01755 4/7/2021 16:00 Wednesday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - CARLIN DR
Unsafe Speed
65' Direction: South
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 49
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver North 2012 ACURA TL Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 24
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver North 2001 FORD RANGER Pickups & Panels No Injury 21-80007 4/15/2021 09:01 Thursday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Female Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 TOYOTA HIGHLANDER No Injury
Male Age: 65
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2008 TOYOTA COROLLA No Injury
21-02541 5/17/2021 07:31 Monday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Complaint of Pain # Inj: 3 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Male Age: 29
Assoc Factor: Vision Obscureme
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2017HONDA CIVIC Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used
Female Age: 46
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2019 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used
Female Age: 40
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 3 Driver West 2017 FORD EXPLORER Sport Utility Vehicle Complaint of Pain 21-02752 5/28/2021 15:20 Friday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown Cell Phone Not In Use
Male Age: 33
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2008 FORD FUSION Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 46
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2016 FORD F350 Pickups & Panels No Injury 21-03025 6/11/2021 20:41 Friday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Driving Under Influence
4224' Direction: West
23152(b) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dusk - Dawn Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 36
Assoc Factor: Violation
Passing Other Vehicle
Veh Type: Sobriety: HBD Under Influence
Party 1 Driver West 2019 FORD F-150 Pickups & Panels No Injury 21-03071 6/14/2021 11:40 Monday
Overturned Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
2900' Direction: West
22107 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: Violation
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2012 FORD F-450 Pickups & Panels Other Visible Injury 21-80076 7/8/2021 08:20 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - AUDUBON DR
Other Improper Driving
0' Direction: North
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Female Age: 47
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver North 2009HONDA PILOT No Injury
Male Age: 47
Veh Type: Motorcycle Sobriety: Assoc Factor:

Party 2 Driver MOTORCYCLE Motorcycle No Injury
159
SOUTHPORT PKWY Page 17 of 22
21-80090 7/24/2021 15:50 Saturday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2016 CHEVROLET OTHER No Injury
Female Age: 39
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver FORD No Injury
21-03911 8/2/2021 12:35 Monday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - PROMENADE ST
Traffic Signals and Signs
0' Direction: Not Stated
21453a Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 33
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 2017 CHEVY MALIBU Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 64
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver East 2013NISSAN SENTRA Passenger Car, Station Wagon, Jeep Complaint of Pain 21-04125 8/14/2021 12:04 Saturday
Hit Object Fixed Object

SOUTHPORT PKWY - PROMENADE ST
Wrong Side of Road
40' Direction: North
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 22
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver North 2011 INFINITI G7 Passenger Car, Station Wagon, Jeep No Injury 21-04128 8/14/2021 17:40 Saturday
Sideswipe Parked Motor Vehicle

SOUTHPORT PKWY - MARSHALL RD
Other Improper Driving
1332' Direction: South
Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Female Age:

Assoc Factor: None Apparent
Parking Maneuver
Veh Type: Sobriety: Impairment Not Kno
Party 1 Driver West 2011 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury Not Stated
Age:

Assoc Factor: None Apparent
Parked
Veh Type: Sobriety: Not Applicable
Party 2 Parked Vehicle South 2018 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 21-04181 8/18/2021 11:54 Wednesday
Broadside Other Motor Vehicle

PROMENADE ST - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 18
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2012 CHEVROLET SILVERADO Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 28
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 FORD FIESTA Passenger Car, Station Wagon, Jeep No Injury 21-04196 8/19/2021 03:08 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
253' Direction: West
21651A Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2007 FORD RANGER Pickups & Panels No Injury 21-04232 8/21/2021 05:00 Saturday
Hit Object Fixed Object

SOUTHPORT PKWY - PROMENADE ST
Improper Turning
110' Direction: West
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 20
Assoc Factor: None Apparent
Other Unsafe Turning
Veh Type: Sobriety: HNBD
Party 1 Driver West 2008 INFINITI G SERIES Passenger Car, Station Wagon, Jeep No Injury 21-04346 8/28/2021 04:26 Saturday
Rear-End Parked Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Unsafe Lane Change
1000' Direction: East
21658(a) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 29
Assoc Factor: Inattention
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2019 TOYOTA COROLLA Passenger Car, Station Wagon, Jeep No Injury 160 SOUTHPORT PKWY Page 18 of 22
Not Stated Cell Phone Handheld In Use
Age: 29
Assoc Factor: None Apparent
Parked
Veh Type: Sobriety: HNBD
Party 2 Parked Vehicle East 2020 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep Complaint of Pain 21-04392 8/30/2021 20:09 Monday
Sideswipe Other Motor Vehicle

SOUTHPORT PKWY - MARSHALL RD
Driving Under Influence
0' Direction: Not Stated
23153(e) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 50
Assoc Factor: Violation
Proceeding Straight
Veh Type: Sobriety: HBD Impairment Un
Party 1 Driver South 2008 SATURN AURA Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 34
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver West 2015 FORD EXPLORER Emergency Vehicle (On Emergency Run Complaint of Pain 21-04593 9/9/2021 21:28 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - CARLIN DR
Unsafe Speed
1042' Direction: North
22350 Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Dark - Street Ligh Cloudy Pty at Fault:2
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 1 Driver West 2020 KENWORTH 3X Three or More Axle Truck No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 27
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2011 FORD MUSTANG Passenger Car, Station Wagon, Jeep Complaint of Pain 21-80159 9/10/2021 14:55 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Speed
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:3
Male Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2015 SUBARU FORRESTER No Injury
Female Age: 71
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2013 VOLKSWAGEN PASSAT No Injury
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 3 Driver KIA SPORTAGE No Injury
21-04649 9/10/2021 16:00 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Following Too Closely
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:3
Female Age: 71
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2013 VOLKSWAGEN PASSAT No Injury
Male Age: 33
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver West SUBARU FORESTER No Injury
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 3 Driver KIA No Injury
21-04619 9/11/2021 13:25 Saturday
Broadside Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 35
Assoc Factor: None Apparent
Making Right Turn
Veh Type: Sobriety: HNBD
Party 1 Driver West 2015GMC YUKON Sport Utility Vehicle No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Female Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2016 FORD EXPLORER Sport Utility Vehicle No Injury 21-04634 9/12/2021 17:07 Sunday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Other Improper Driving
259' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 60
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver West 2004 TOYOTA SIENNA Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver South 2005 TOYOTA 161 SEQUOIA Sport Utility Vehicle No Injury SOUTHPORT PKWY Page 19 of 22
21-04664 9/14/2021 09:55 Tuesday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Following Too Closely
0' Direction: Not Stated
21703 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Unknown
Male Age: 64
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver East 2014 TOYOTA SIENNA Mini Van No Injury Unknown
Male Age: 57
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver East 2019 FORD F-550 Other Commercial No Injury 21-04935 9/29/2021 17:06 Wednesday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - PROMENADE ST
Driving Under Influence
0' Direction: Not Stated
23152(g) Hit & Run: No Complaint of Pain # Inj: 2 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 25
Assoc Factor: Violation
Proceeding Straight
Veh Type: Sobriety: Under Drug Influenc
Party 1 Driver West 2007 VOLKSWAGEN GOLF Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 41
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2015 JEEP CHEROKEE Sport Utility Vehicle Complaint of Pain 21-04977 10/2/2021 01:54 Saturday
Hit Object Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
2881' Direction: East
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - No Street Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 28
Assoc Factor: Violation
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver East 2010HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep No Injury 21-80185 10/6/2021 13:10 Wednesday
Rear-End Parked Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Unsafe Starting or Backing
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Pty at Fault:2
Female Age: 61
Veh Type: Sobriety: Assoc Factor:

Party 1 Parked Vehicle 2018HONDA ACCORD No Injury
Male Age: 61
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2009 CHEVROLET TAHOE No Injury
21-05347 10/22/2021 09:06 Friday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Unsafe Speed
0' Direction: Not Stated
22350 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Raining Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 26
Assoc Factor: None Apparent
Slowing / Stopping
Veh Type: Sobriety: HNBD
Party 1 Driver South 2018 FORD TRANSIT Mini Van No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 57
Assoc Factor: None Apparent
Stopped In Road
Veh Type: Sobriety: HNBD
Party 2 Driver South VOLVO Truck Tractor No Injury
21-05425 10/27/2021 08:50 Wednesday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - CARLIN DR
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Severe Injury # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
M/C Helmet Driver - Yes Cell Phone Not In Use
Male Age: 53
Assoc Factor: Other
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver South 1999 YAMAHA XV1600 Motorcycle Severe Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 63
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver West 2017 VOLVO 3X Truck Tractor No Injury 21-05552 11/3/2021 13:30 Wednesday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22100B Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used
Female Age: 33
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver North 2021 SUBARU FORESTER Passenger Car, Station Wagon, Jeep Complaint of Pain Lap/Shoulder Harness Used
Male Age: 32
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver North 2021 PETERBILT 2X Two Axle Truck No Injury 162
SOUTHPORT PKWY Page 20 of 22
21-05773 11/15/2021 19:23 Monday
Sideswipe Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Improper Turning
0' Direction: Not Stated
22107 Hit & Run: Misde Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 18
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver South 2001HONDA ACCORD Passenger Car, Station Wagon, Jeep No Injury Lap/Shoulder Harness Used Cell Phone Not In Use
Male Age: 37
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver South 2001 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep No Injury 21-80285 12/3/2021 17:30 Friday
Rear-End Other Motor Vehicle

LAKE WASHINGTON BLVD - SOUTHPORT PKWY
Other Improper Driving
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Not Stated Pty at Fault:2
Male Age: 40
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2020 TOYT RAV4 No Injury
Male Age: 31
Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2010 CHEVROLET IMPALA No Injury
21-80273 12/4/2021 13:30 Saturday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
250' Direction: EAST
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Not Stated
M Age: 64
Assoc Factor: Not Stated
Not Stated
Veh Type: Sobriety: Not Stated
Party 1 Driver Not St 2005 DODGE RAM TRUCK Pickups & Panels Not Stated
F Age: 49
Assoc Factor: Not Stated
Not Stated
Veh Type: Sobriety: Not Stated
Party 2 Driver Not St 2005HYUNDAI ACCENT Passenger Car, Station Wagon, Jeep 21-06150 12/9/2021 11:28 Thursday
Head-On Fixed Object

SOUTHPORT PKWY - RAMCO ST
Wrong Side of Road
335' Direction: WEST
21650 Hit & Run: No Severe Injury # Inj: 1 # Killed: 0
Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Not Us Cell Phone Not In Use
M Age: 36
Assoc Factor: Violation
Traveling Wrong Way
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 2015 TOYOTA CAMRY Passenger Car, Station Wagon, Jeep 21-80289 12/9/2021 11:44 Thursday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Other Improper Driving
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Age:

Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2019 FREIGHTLINER OTHER No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver UNKNOWN No Injury
21-06451 12/28/2021 04:14 Tuesday
Hit Object Fixed Object

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Improper Turning
5280' Direction: SOUTH
22107 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Dark - Street Ligh Cloudy Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 40
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver NORT 2002 LEXUS IS Passenger Car, Station Wagon, Jeep 22-00200 1/13/2022 21:39 Thursday
Other Non - Collision

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Wrong Side of Road
2977' Direction: WEST
21650 Hit & Run: No Other Visible Injury # Inj: 1 # Killed: 0 Dark - No Street Not Stated Pty at Fault:1
M/C Helmet Driver - Yes Cell Phone Not In Use
M Age: 68
Assoc Factor: None Apparent
Ran Off Road
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2020 BMW K 1600 Motorcycle
22-00263 1/17/2022 15:30 Monday
Sideswipe Other Motor Vehicle

CARLIN DR - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 41
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver NORT 2011 TOYOTA HIGHLANDER Sport Utility Vehicle 163 SOUTHPORT PKWY Page 21 of 22
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 20
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 1998 FORD MUSTANG Passenger Car, Station Wagon, Jeep 22-00445 1/28/2022 10:39 Friday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Traffic Signals and Signs
0' Direction: Not Stated
21453(c) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 51
Assoc Factor: None Apparent
Making Left Turn
Veh Type: Sobriety: HNBD
Party 1 Driver WEST 2001 CHEVROLET TAHOE Sport Utility Vehicle Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2014 VOLVO S-SERIES Passenger Car, Station Wagon, Jeep 22-80041 1/31/2022 14:50 Monday
Rear-End Other Motor Vehicle

SOUTHPORT PKWY - RAMCO ST
Following Too Closely
0' Direction: Not Stated
Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Not Stated Pty at Fault:2
Female Age: 56
Veh Type: Sobriety: Assoc Factor:

Party 1 Driver 2018 TESLA No Injury
Age:

Veh Type: Sobriety: Assoc Factor:

Party 2 Driver 2006 CHEVROLET UPLANDER No Injury
22-00552 2/3/2022 12:24 Thursday
Broadside Other Motor Vehicle

SOUTHPORT PKWY - LAKE WASHINGTON BLVD
Unsafe Lane Change
0' Direction: Not Stated
21658(a) Hit & Run: No Complaint of Pain # Inj: 1 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
F Age: 39
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 1999NISSAN MAXIMA Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 57
Assoc Factor: None Apparent
Changing Lanes
Veh Type: Sobriety: HNBD
Party 2 Driver EAST 2021 PETERBULT 3X Three or More Axle Truck 22-00807 2/17/2022 06:23 Thursday
Hit Object Fixed Object

SOUTHPORT PKWY - PROMENADE ST
Wrong Side of Road
0' Direction: Not Stated
21650 Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Cell Phone Not In Use
M Age: 18
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver SOUT 2012HYUNDAI ELANTRA Passenger Car, Station Wagon, Jeep 22-00837 2/18/2022 12:30 Friday
Broadside Other Motor Vehicle

PROMENADE ST - SOUTHPORT PKWY
Traffic Signals and Signs
0' Direction: Not Stated
21453(a) Hit & Run: No Property Damage Only # Inj: 0 # Killed: 0 Daylight Clear Pty at Fault:1
Lap/Shoulder Harness Used Not Stated
M Age: 35
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 1 Driver EAST 2004 BMW 3 SERIES Passenger Car, Station Wagon, Jeep Lap/Shoulder Harness Used Not Stated
M Age: 36
Assoc Factor: None Apparent
Proceeding Straight
Veh Type: Sobriety: HNBD
Party 2 Driver SOUT 2007GMC YUKON Sport Utility Vehicle 22-01021 3/1/2022 14:54 Tuesday
Broadside Other Motor Vehicle