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TIB Project Information

Kitsap County's Greaves Way

8-2-018(009)-1

8-2-018(009)-1
Greaves Way

Old Frontier Rd Roundabout

FY 2021 Urban Arterial Program
Current Phase : Construction
Total TIB Funding : $1,422,550

County: Kitsap   |   Legislative District: 23   |   Project Length: 0.11   |   TIB Engineer: Chris Langhoff   |   Last Payment Date: 02/18/2024

Project Information

Lead Agency KITSAP COUNTY
Funding Year 2021
Program UAP
Current Phase Construction
Legislative District 23
Congressional District 6
Federal Route Number 6658
Project Length 0.11 mi.
ADT 8,500
Functional Class Minor
Type of Work Traffic Control
Project Contact David Forte
Contact Email dforte@co.kitsap.wa.us
TIB Engineer Chris Langhoff
Last Payment Date 02/18/2024
Cultural Resource Assessment CRA

Project Schedule

  Target Date Actual Date
Project Selection Date   11/22/2019
Delayed Project Date 07/01/2024  
DAHP Assessment Date   10/28/2022
Predesign Approval
Design Approval 03/01/2020 02/18/2020
Bid Auth. Approval 02/01/2023 10/28/2022
Construction Approval 11/22/2022 12/12/2022
Project Closeout 05/31/2024
Audit Date  
Withdrawn Date  

Project Funding

TIB Funds Project Costs
Environmental Study 0 0
Design Study 0 0
Total Predesign 0 0
     
Special Study 0 0
Design 142,731 320,000
Right of Way 0 0
Total Design 142,731 320,000
     
Construction Engineering 142,731 248,423
Construction Contract 951,538 1,739,819
Other Construction 0 0
Total Construction 1,094,269 1,988,242
     
Funding Increase 185,550  
Total TIB Funding 1,422,550 2,308,242

Local Funding Partners

Funding Amount Percent
KITSAP COUNTY 885,692 38.4%
WSDOT Funding 0 0.0%
 
 
 
 
 
 
 
 
Total Local Funding 885,692 38.4%

Project Description

The all-way stop is an interim solution for this intersection which meets four signal warrant types. The County analyzed two intersection alternatives signalization and single-lane roundabout. Analysis for both alternatives is detailed in the attached “NW Greaves Way at Old Frontier Road NW Traffic Study” (August 2018). Roundabout analysis was conducted using SIDRA. The preferred alternative is a single lane roundabout. A single lane roundabout is anticipated to have a 2043 design year Intersection LOS of A with Approach (Vehicle) LOS’s of NE-A, NW-B, and SW-A. Vehicle LOS is based on average delay and v/c ratio (degree of saturation) per movement. Approach Queue Distances would be NE-207’, NW-149’, and SW-109’. This project improves the LOS for a critical roadway and intersection within Silverdale’s “Waaga Way Town Center” and “Provost Commercial” District’s. The preferred roundabout option facilitates access within and to the Silverdale Downtown while improving intersection safety for vehicles, bicycles, and pedestrians.

Project Pictures

Project Delays

Delay Type Resolution Date Comments

No delayed project history.

Project Payments