# September 2026 Update > Briefs, arguments, decisions, and more. URL: https://www.frixlaw.com/law-library/documents/tribal%3Aport_gamble_sklallam%3A0237dae04dfa4a69 ## Record - **Collection:** Tribal code - **Document type:** Tribal code ## Text September 2026 Update Long Range Transportation Plan Port Gamble S'Klallam Tribe Prepared for: Port Gamble S’Klallam Tribe 31912 Little Boston Road E Kingston, WA 98346 Prepared by: September 2026 KH 090225140 Copyright © Kimley-Horn and Associates, Inc. September 2026 Update for Long Range Transportation Plan Prepared for: Port Gamble S’Klallam Tribe 31912 Little Boston Road E Kingston, WA 98346 Prepared by: Kimley-Horn and Associates, Inc. 2828 Colby Avenue Suite 200 Everett, Washington 98201 (425) 708-8275 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. © September 2026 KH 090225140 Long Range Transportation Plan September 2026 Update September 2026 KH 090225140 T ABLE OF C ONTENTS EXECUTIVE SUMMARY ............................................................................................................................... 1 Program Objectives ...................................................................................................................... 1 Program Goal................................................................................................................................. 1 Plan Recommendations ............................................................................................................... 1 1 COMMUNITY PROFILE......................................................................................................................... 2 1.1 Introduction .......................................................................................................................... 2 1.2 Scope of Study ...................................................................................................................... 2 1.3 Study Area ............................................................................................................................. 2 1.4 Tribal History ........................................................................................................................ 4 1.5 Tribal Government ............................................................................................................... 4 1.6 Climate ................................................................................................................................... 5 1.7 Demographics ...................................................................................................................... 6 1.8 Employment.......................................................................................................................... 7 1.9 Land Use ................................................................................................................................ 8 2 EXISTING TRANSPORTATION SYSTEM.................................................................................................16 2.1 Tribal Transportation Program ........................................................................................16 2.2 Transportation Inventory ..................................................................................................16 2.2.1 State Routes ...........................................................................................................43 2.2.2 County Routes .......................................................................................................44 2.2.3 BIA Routes ..............................................................................................................56 2.2.4 Tribal Roads ...........................................................................................................56 2.2.5 Commercial/Business Park Roads ......................................................................57 2.2.6 Bridges and Docks ................................................................................................57 2.2.7 Marine Access ........................................................................................................57 2.2.8 Non-motorized Facilities ......................................................................................58 2.2.9 Public Transit .........................................................................................................58 2.2.10 Shuttles, Vans, and Shared Rides........................................................................61 Long Range Transportation Plan September 2026 Update September 2026 Page i KH 090225140 2.3 Collision History..................................................................................................................61 2.3.1 Collision Locations ................................................................................................61 2.3.2 Collision Severity ...................................................................................................63 2.3.3 Collision Type .........................................................................................................66 2.3.4 Fatal and Major Injury Collisions.........................................................................69 2.3.5 Collision Trends .....................................................................................................71 2.4 Existing Traffic Operations................................................................................................72 3 2.4.1 Analysis Parameters .............................................................................................72 2.4.2 Traffic Volumes ......................................................................................................72 2.4.3 Roadway Operations ............................................................................................73 2.4.4 Intersection Operations .......................................................................................76 FUTURE CONDITIONS .......................................................................................................................79 3.1 Future Land Use .................................................................................................................79 3.1.1 Housing Development..........................................................................................81 3.1.2 Tribal Government Center ...................................................................................81 3.1.3 Community Trails ..................................................................................................81 3.1.4 Expand Reservation ..............................................................................................82 3.2 Transportation Need Analysis ..........................................................................................87 3.2.1 Traffic Patterns ......................................................................................................87 3.2.2 Social and Economic Development ....................................................................87 3.2.3 Health and Safety ..................................................................................................89 3.2.4 Environmental Concerns......................................................................................89 3.2.5 Scenic Byways and Tourism.................................................................................89 3.2.6 Development and Protection of Natural Resources ........................................90 3.2.7 Energy Conservation.............................................................................................90 3.2.8 Integration with Land Use Planning ...................................................................90 3.3 Future Transportation Improvements ............................................................................90 3.3.1 Kitsap County Six-Year Transportation Improvement Program ....................91 3.3.2 WSDOT STIP ...........................................................................................................91 Long Range Transportation Plan September 2026 Update September 2026 Page ii KH 090225140 3.3.3 WSDOT Route Development Plans .....................................................................91 3.3.4 The Olympic Region Financially Constrained 20-Year Mobility Strategies ...92 3.3.5 PGST Comprehensive Plan ..................................................................................92 3.4 Future Traffic Operations..................................................................................................93 3.4.1 Future Roadway Operations................................................................................94 3.4.2 Future Intersection Operations...........................................................................97 3.4.3 Future Improved Intersection Operations ........................................................99 3.5 Nonmotorized Element .................................................................................................. 101 4 TRANSPORTATION IMPROVEMENT PROGRAM ................................................................................. 103 4.1 Road Standards ............................................................................................................... 103 4.2 Prioritization of Needs.................................................................................................... 103 4.2.1 Balancing Safety and Capacity Needs ............................................................. 104 4.2.2 Criteria for Evaluating Priorities ....................................................................... 105 4.3 Short-Term Improvements ............................................................................................ 105 4.4 Long-Term Improvements ............................................................................................. 105 4.5 Tribal Transportation Improvement Program ............................................................ 106 5 FUNDING AND IMPLEMENTATION................................................................................................... 107 5.1 Federal-Aid Highway Program ...................................................................................... 107 5.2 Federal Lands Highway Program .................................................................................. 107 5.3 Tribal Transportation Program ..................................................................................... 107 5.4 State and Federal Funds ................................................................................................ 108 5.5 Kitsap County................................................................................................................... 108 5.6 Bureau of Indian Affairs ................................................................................................. 108 5.7 Port Gamble S’Klallam Tribe .......................................................................................... 109 6 RECOMMENDATIONS..................................................................................................................... 110 Long Range Transportation Plan September 2026 Update September 2026 Page iii KH 090225140 L IST OF F IGURES Figure 1-1: Aerial View of Port Gamble S’Klallam Reservation (July 2025) .................................. 3 Figure 1-2: Conceptual Master Plan.................................................................................................. 9 Figure 1-3: Forest Lands ...................................................................................................................10 Figure 1-4: Red Cedar Subdivision ..................................................................................................11 Figure 1-5: Business Park Master Plan ...........................................................................................12 Figure 1-6: Warrior Ridge Master Plan ...........................................................................................13 Figure 1-7: 2021 Warrior Ridge Dev Plan .......................................................................................13 Figure 1-8: Heronswood Master Plan .............................................................................................14 Figure 1-9: Administration Campus Redevelopment Project .....................................................15 Figure 1-10. Raccoon Town ..............................................................................................................15 Figure 2-1: Kitsap County Transportation Network .....................................................................55 Figure 2-2: Port Gamble S’Klallam Tribe Transportation Network .............................................56 Figure 2-3: Kitsap Transit Route #307 ............................................................................................58 Figure 2-4: Kitsap Transit Route #391 ............................................................................................59 Figure 2-5: Collision Heat Map ........................................................................................................62 Figure 2-6: Collision Severity Map ...................................................................................................65 Figure 2-7: Collision Type .................................................................................................................66 Figure 2-8: Top Collision Types ........................................................................................................67 Figure 2-9: Active Transportation Collisions ..................................................................................68 Figure 2-10: Fatal and Major Injury Collisions Map ......................................................................70 Figure 2-11: Collision Contributing Factors ...................................................................................71 Figure 2-12: Existing Weekday 2026 PM Peak Hour Volumes ....................................................74 Figure 3-1: 2018 Adopted Land Use Plans for Business Park, Warrior Ridge, and Heronswood.......................................................................................................................................80 Figure 3-2: PGST Land Purchase 924 acres ...................................................................................85 Figure 3-3: Land Purchase 924 acres..............................................................................................86 Figure 3-4: Tribal Admin Campus Map ...........................................................................................88 Figure 3-5: Kitsap County Kingston 2026-2031 TIP.......................................................................91 Long Range Transportation Plan September 2026 Update September 2026 Page iv KH 090225140 Figure 3-6: Future 2046 PM Peak Hour Volumes ..........................................................................98 Figure 3-7: Tribal Concept Trail Plan Map ................................................................................... 102 L IST OF T ABLES Table 1-1: US Census 2024 “American Community Survey estimate” ......................................... 6 Table 1-2: Enrollment Population Projections ................................................................................ 7 Table 1-4: Employment Status........................................................................................................... 8 Table 2-1: Route Summary...............................................................................................................17 Table 2-2: Collision Severity .............................................................................................................63 Table 2-3: Key Intersection Collision Severity................................................................................63 Table 2-4: Key Intersection Collision Rates ....................................................................................64 Table 2-5: Fatal and Major Injury Summary ..................................................................................69 Table 2-6: Roadway Level of Service Criteria .................................................................................73 Table 2-7: Current Roadway Level of Service ................................................................................75 Table 2-8: Level of Service Criteria for Stop-Sign Controlled Intersections ..............................76 Table 2-9: Existing Roadway PM Peak Hour LOS - 2026 ..............................................................77 Table 3-1: Tribal Lands as of July 2025 ...........................................................................................82 Table 3-2: Projected Roadway LOS - 2036 .....................................................................................95 Table 3-3: Projected Roadway LOS - 2046 .....................................................................................96 Table 3-4: Projected Intersection PM Peak Hour LOS – 2036 and 2046....................................97 Table 3-5: Hansville Road at Little Boston Road - Projected Roundabout LOS - 2035 ............99 Table 3-6: Hansville Road at 288th Street - Projected Signal LOS – 2046 ...................................99 Table 3-7: Hansville Road at 288th Street - Projected Roundabout LOS - 2046 ..................... 100 Table 3-8: Hansville Road at SR-104 - Projected Roundabout LOS - 2046 ............................. 100 Table 4-1: PGST Priority List .......................................................................................................... 104 Long Range Transportation Plan September 2026 Update September 2026 Page v KH 090225140 L IST OF A PPENDICES TRIBAL TRANSPORTATION PROGRAM INVENTORY ..................................................................................... A BUREAU OF INDIAN AFFAIRS FUNCTIONAL CLASSIFICATION ....................................................................... B STATE HIGHWAY LOG .............................................................................................................................. C COUNTY ROAD LOG AND COUNTY SIX-YEAR TIP ...................................................................................... D TURNING MOVEMENT TRAFFIC COUNTS AND DIAGRAMS ........................................................................... E CAPACITY ANALYSIS WORKSHEETS AND ROADWAY SEGMENT CALCULATIONS ............................................. F 2018 MASTER PLAN ............................................................................................................................... G PORT GAMBLE S’KLALLAM TRIBE TRANSPORTATION IMPROVEMENT PROGRAM ......................................... H Long Range Transportation Plan September 2026 Update September 2026 Page vi KH 090225140 EXECUTIVE SUMMARY The Long-Range Transportation Plan (LRTP) is prepared in order to plan, develop, and maintain a public transportation network that serves the needs of the community. The transportation network should complement the social and economic development goals of the Port Gamble S’Klallam Tribe (PGST). In addition, the transportation network should provide for the safe and efficient movement of Tribal members, goods, and services in the community and throughout the region. The transportation program objectives and goals are listed below: Program Objectives ⚫ To identify and map key transportation routes, facilities, services, and needs ⚫ To provide safe and convenient public access within the Reservation ⚫ To prioritize transportation projects ⚫ To increase the effectiveness of local and regional transportation improvement funding ⚫ To assist in the economic development of the Reservation Program Goal PGST’s goal is to develop and maintain a transportation network that safely and efficiently provides access throughout the Reservation and provides links to the adjacent transportation networks maintained by Kitsap County (County) and Washington State (State) agencies. This update was prepared to address Tribal transportation issues, develop strategies for multimodal transportation, and establish both short- and long-term Transportation Improvement Programs (TIP). This LRTP is expected to be updated every five years and look forward at a long-term 20-year program. The short-term TIP is reviewed and approved by Tribal Council on an annual basis. Plan Recommendations The Plan recommends that the following actions be taken to meet the Plan objectives: ⚫ Adopt the LRTP by resolution ⚫ Maintain and update a National Tribal Transportation Program Facility Inventory (NTTFI) ⚫ Maintain and update a TIP annually ⚫ Coordinate with local agencies and Tribal organizations ⚫ Prepare preliminary cost estimates/seek alternate funding Long Range Transportation Plan September 2026 Update September 2026 Page 1 KH 090225140 1 COMMUNITY PROFILE 1.1 Introduction PGST is one of two federally recognized tribes located in the Kitsap County area of Washington State. PGST depends on a range of transportation facilities for access to services such as housing, jobs, food, health care and social services, recreation, and subsistence harvest and hunting. Access to these services and facilities depends upon a network of existing roads including Tribal, Bureau of Indian Affairs (BIA), County, and State routes as well as marine access via harbors, designated boat launches, and docks. Access to services also depends upon a network of public, non-profit, and private services such as public transit, vanpools, Tribal van services, and informal ridesharing. Together this system of infrastructure and services provides transportation access for the Tribal community. The health and welfare of Tribal members and the larger community as a whole is dependent on a well-maintained and easily accessible transportation network. A portion of this LRTP has been adopted from the PGST’s website, history book, and other Tribal documents. Thank you to the staff who provided resources and time to review and comment on the document’s accuracy. 1.2 Scope of Study The key elements of this study address: ⚫ Roadway and intersection safety and capacity analysis for a 20-year forecast (2046) ⚫ Identification of Tribal transportation issues ⚫ Development of strategies for multi-modal transportation ⚫ Updating the existing inventory of the Port Gamble S’Klallam Reservation road system, including County and State roads that provide critical access to the Reservation ⚫ Prioritization of short-term and long-term transportation projects ⚫ Development of a Multi-Year TIP 1.3 Study Area The Study Area covers the PGST Reservation (trust lands) and adjacent Tribal ownership. The entire Reservation is in trust status. The Reservation in trust status comprises approximately 1,707 acres in North Kitsap County, Washington, including adjacent tidelands. The original trust lands were comprised of 1,230 acres of land and 67 acres of Long Range Transportation Plan September 2026 Update September 2026 Page 2 KH 090225140 tidelands. In 2012, 390 acres of land purchased from the Washington State Department of Natural Resources (DNR) was brought into trust status. In 2014, 20 acres of land purchased from Pope Resources was brought into trust status. PGST owns an additional 61 acres of Off-Reservation Trust Lands and an additional 1,300 acres of Off-Reservation Fee Lands. These are located adjacent to the trust lands to the north, east, and south. Figure 1-1 shows the boundaries of the Reservation. Figure 1-1: Aerial View of Port Gamble S’Klallam Reservation (July 2025) Long Range Transportation Plan September 2026 Update September 2026 Page 3 KH 090225140 The transportation network serving PGST extends beyond the boundaries of the Study Area to include County and State roads that provide access to jobs, housing, and essential services. 1.4 Tribal History The PGST Reservation is located on the Kitsap Peninsula in north Kitsap County, Washington. The Reservation is home to the Port Gamble S'Klallam Tribe, one of at least 28 federally recognized tribes in the state. The peninsula is surrounded by salt water which supports a large number of fish and shellfish species that have always supported PGST’s way of life. The Reservation and local lands and waters have been heavily impacted by a nearby former lumber mill that operated for over 150 years, heavy marine industrial activities, and a local landfill. It is well accepted that the S’Klallam people lived along the shores of Hood Canal and Port Gamble Bay. This is confirmed by historic maps and documents from the first explorers and founders of the town of Port Gamble. The western shores of Port Gamble Bay harbored a S’Klallam village which was occupied by PGST prior to 1853, when the Pope & Talbot timber mill began construction. The S’Klallam people were persuaded to move across the bay to Point Julia, with promises of lumber for house construction, firewood, and Christmas presents. From 1853 to 1935, Point Julia was a Tribal village site with numerous wood homes, other outbuildings, paths, and water systems. In 1935, the village site was deemed unsuitable for habitation by the U.S. government and was burned down. The federal government finally bought land from Pope & Talbot in 1938 to create what is now the Port Gamble S’Klallam Reservation. Much of the culture of the Native American people living on the Reservation is centered on the shoreline environment. The shoreline is surrounded by mixed residential, commercial, and industrial uses. Tribal members continue to rely on fish and shellfish from Port Gamble Bay for their cultural and economic well-being, just as they have for many thousands of years. 1.5 Tribal Government The Port Gamble S’Klallam Tribe is a sovereign nation, which exercises full control over its land and natural resources. The entire Reservation is owned by PGST; there is no individual or private ownership of land on the Reservation. The Reservation was set aside for the Long Range Transportation Plan September 2026 Update September 2026 Page 4 KH 090225140 exclusive use and benefit of the Port Gamble S'Klallam people in 1938 and has remained in 100% Tribal trust status since its inception. PGST is a signatory to the Point No Point Treaty of 1855 with the United States Federal Government. The Treaty set aside rights for tribes to continue access to their customary fishing and hunting areas. Tribes retained aboriginal, treaty-protected rights to fish at usual and accustomed grounds and to hunt and gather on all open and unclaimed lands. PGST protects its natural resources on and off the Reservation through careful management and enforcement. A six-member Tribal Council was delegated legislative authority by the General Council and actively governs PGST. In 1992, PGST became one of the first Self-Governance tribes in the United States and has assumed control of its BIA and Indian Health Services (IHS) programs. Under Self-Governance, PGST has been able to dramatically improve and expand programs and services. Other "firsts" include the first Tribal Temporary Assistance to Needy Families (TANF) program in Washington, the first TANF Tribe in the state to operate a federally funded child support program, an award-winning health clinic, and an acclaimed dental clinic. 1.6 Climate The climate of Kitsap County is greatly tempered by winds from the Pacific Ocean. Summers are warm but not hot, and winters are cool but not commonly freezing. Summers are dry, but the rest of the year rains are frequent, especially late in fall and in the winter season. The prevailing wind is from the south-southwest. In most winters one or more storms bring strong and sometimes damaging winds. Some years the accompanying rainfall causes serious flooding. Kitsap County gets an average of 49 inches of rain per year. The US average is 37 inches. Snowfall in Kitsap County is 7 inches. The average US city gets 25 inches of snow per year. The number of days with any measurable precipitation in Kitsap County is 161. On average, there are 153 sunny days per year in Kitsap County. The July high is around 75° F with average summer temperatures of 62° F. The January low is 34° F with an average winter temperature of 40° F. The comfort index, which is based on humidity during the hot months, is 71 out of 100, where higher is more comfortable. The US average on the comfort index is 44. Long Range Transportation Plan September 2026 Update September 2026 Page 5 KH 090225140 1.7 Demographics PGST is located within the rapidly growing area of Central Puget Sound. The Reservation is in a rapidly developing portion of Kitsap County located within the larger Puget Sound region. As of 2025, Kitsap County had a population of approximately 283,374 according to the US Census Bureau. The population is expected to grow to 303,528 by 2030 according to the Washington State Office of Financial Management. It is important to note that the availability of rental housing on the Reservation as well as individual lot assignments on the Reservation play a significant role in Reservation population. There are a number of families who live off the Reservation that would like to move onto the Reservation, should housing become available. In the event that the rate of housing construction on the Reservation increases, a significant jump in population is likely to occur. PGST is comprised of about 1,556 enrolled Tribal members as provided by the Tribal Enrollment Office. Less than half of the Tribal members reside on the Reservation, along with other Native Americans and non-Indians. The latest US Census information (2024 American Community Survey 5-Year Estimate) provides an estimate of total population and a breakdown by age group on the Reservation: Table 1-1: US Census 2024 “American Community Survey estimate” Age Group Living on No. of Reservation People Under 20 176 20-24 39 25-34 81 35-44 70 45-54 85 55 & Over 173 TOTAL 624 Source: https://data.census.gov/table/ACSDP5Y2024.DP05?g=040XX00US53_160XX00US5355612 PGST is comprised of about 1,556 enrolled Tribal members as provided by the Tribal Enrollment Office. Using a straight projection of 4.4% yearly growth rate, it is estimated that by 2046, there will be an estimated 1,467 Reservation residents, 2,215 Tribal members living off the Reservation for a total of approximately 3,681 total Tribal members, summarized in Table 1-2. Long Range Transportation Plan September 2026 Update September 2026 Page 6 KH 090225140 Table 1-2: Enrollment Population Projections Tribal Members Living on Tribal Members Living off Total Tribal the Reservation the Reservation Members 2026 620 936 1,556 2031 769 1,161 1,930 2036 954 1,440 2,393 2041 1,183 1,786 2,968 2046 1,467 2,215 3,681 Year Currently, approximately 40% of the Tribal members live on the Reservation. Reservation population projection shown in PGST is comprised of about 1,556 enrolled Tribal members as provided by the Tribal Enrollment Office. Using a straight projection of 4.4% yearly growth rate, it is estimated that by 2046, there will be an estimated 1,467 Reservation residents, 2,215 Tribal members living off the Reservation for a total of approximately 3,681 total Tribal members, summarized in Table 1-2. Table 1-2 assumes that the current percentage of 40% stays constant through 2046. If more than 40% of Tribal enrollment choose to live on the Reservation in the coming years, the 2046 Reservation population estimate could be substantially higher. The US Census American Community Survey estimate identified the median income on the Reservation at $70,000 in 2024, which is $10,734 less than the national average. The Washington state median household was $98,141 in 2024 and Kitsap County posted a median income of $104,272 in 2025. The U.S. Census Bureau “2024 American Community Survey 5-Year Estimates” identifies that 20% of Reservation families live below the poverty line. This is more than one and a half times the national average of 12.5%. 1.8 Employment The Port Gamble area and the Reservation’s early enterprise centered on the timber and fishing industries. Seasonal employment, scarce job opportunities, and the closure of lumber mills have contributed to high unemployment rates. Fishing and shellfish is central to PGST’s way of life from historic, cultural, and natural resource perspectives. A reduction in salmon and other harvestable species has a disproportionately high impact on the historical employment of Tribal members. Long Range Transportation Plan September 2026 Update September 2026 Page 7 KH 090225140 Major employers for Tribal members are Tribal government and its associated agencies, individual treaty fishing enterprises, and local area businesses. According to the Bureau of Labor Statistics, the April 2026 unemployment rate was 4.3%. The Tribal unemployment rate was estimated to be 10.6% in 2024. Table 1-3: Employment Status Employment Status 2024 Estimate Population 16 years and over 488 In labor force 283 Employed 252 Unemployed 30 Unemployment Rate 1.9 10.6% Land Use The majority of the Reservation is actively managed as forest land, with the remaining area in residential, office, commercial, and other resource uses (See Figure 1-2 2007 Conceptual Master Plan). Approximately 870 acres are forest land, and 259 acres are Riparian and Wildlife Reserve Areas (See Figure 1-3 Forest Land Use Classification). These general land use designations were refined in 2018 with the adoption of three master plans that provided more specific development guidance for the business park, Warrior Ridge area, and Heronswood Gardens. Reservation population is concentrated along the shoreline and clustered along the southeastern and northwestern portions of the Reservation. All lands within the Reservation are owned by PGST; there is no individual ownership within the Tribal boundaries. A designated Business Park area is located northwest of the Little Boston Road and Hansville Road intersection. Gliding Eagle Market and Gas Station is located at this corner. The Point Casino (Casino), an expanded Tribal casino, was built in 2013, and a new 94-room associated hotel was added in 2016. Access to the Casino/hotel is from Hansville Road to Salish Lane. In 2016, the old wastewater treatment facility off of Little Boston Road NE was demolished and a new one was constructed in the business park area behind (west of) the Casino and hotel. Long Range Transportation Plan September 2026 Update September 2026 Page 8 KH 090225140 Figure 1-2: Conceptual Master Plan Long Range Transportation Plan September 2026 Update September 2026 Page 9 KH 090225140 Figure 1-3: Forest Lands Long Range Transportation Plan September 2026 Update September 2026 Page 10 KH 090225140 As of 2026, there are several new developments in various stages of construction. Red Cedar Subdivision (Also known as “East Salmonberries”) is a planned 29-lot residential subdivision under construction on Little Boston Road NE. The roadway and utilities are installed and units are under construction by individual Tribal members (Figure 1-4). Figure 1-4: Red Cedar Subdivision Long Range Transportation Plan September 2026 Update September 2026 Page 11 KH 090225140 A Tribal Business Park is planned for the old “Ravenwood” site adjacent to the Gliding Eagle store. Kickoff meetings to begin architecture and engineering for the business park are scheduled for early March 2021 (Figure 1-5). Figure 1-5: Business Park Master Plan A new development on Warrior Ridge (“DNR land purchase”) is in progress. Phases 1 and 2 of the anticipated ten phases have been completed for the project as of the date of this document and 37 single family housing units, four apartment buildings, and four duplexes have been constructed. A new road system is also planned for Warrior Ridge, detailed in the Warrior Ridge Master Plan (2018), which will provide an alternative connection from Little Boston Road NE down to NE 228th Street (Figure 1-6 & Figure 1-7). This roadway system will be multi-use and publicly accessible. The planned roadways may help improve circulation and increase roadway capacity within the Reservation. Long Range Transportation Plan September 2026 Update September 2026 Page 12 KH 090225140 Figure 1-6: Warrior Ridge Master Plan Figure 1-7: 2021 Warrior Ridge Dev Plan Long Range Transportation Plan September 2026 Update September 2026 Page 13 KH 090225140 A new development at Heronswood is in progress. The project includes development of a new access road, conference/wedding center and upgraded electrical, water, and sewer service (Figure 1-8) Construction has yet to start as of the date on this report. Figure 1-8: Heronswood Master Plan Long Range Transportation Plan September 2026 Update September 2026 Page 14 KH 090225140 As of early 2026, the PGST Administration Campus Redevelopment Project is in the planning phase and will include a new administration building, gym, community center, a subterranean garage, parking lot, and open space amenities (Figure 1-9). Figure 1-9: Administration Campus Redevelopment Project A new residential development known as High-Kwh-S-Tah-Wn or Raccoon Town is currently beginning construction and is anticipated to be finished by the end of 2026. When completed, Raccoon Town will include 39 new residential lots. Figure 1-10. Raccoon Town Long Range Transportation Plan September 2026 Update September 2026 Page 15 KH 090225140 2 EXISTING TRANSPORTATION SYSTEM 2.1 Tribal Transportation Program The Tribal Transportation Program (TTP) was established in 23 U.S.C. 202 to address the transportation needs of Tribal communities. The stated purpose of the program is to provide adequate and safe transportation and public road access to and within Indian and Native Alaskan communities. The prime objectives of the program are to contribute to the economic development, self-determination, and employment of Indians and Native Americans. Implementation of the TTP is under the Infrastructure Investment and Jobs Act (IIJA) Moving Ahead for Progress in the 21st Century Act (MAP-21) (P.L. 117-58). IIJA provides TTP funding through 2026. IIJA is administered by the Federal Highway Administration (FHWA). The IIJA retains the statutory formula from MAP-21 as follows: ⚫ 27% of funding based on PGST’s approved road mileage ⚫ 39% of funding based on PGST’s most recent Native American Housing Assistance and Self Determination Act (NAHASDA) population ⚫ 34% of funding based on PGST’s Relative Need Distribution Factor (RNDF) and Population Adjustment Factor (PAF) amounts from FY05 to FY12 TTP funds are 100% federal share. They may be used to satisfy local match requirements on construction projects. The transportation planning requirements of the TTP Program continue under the TTP. Funds must be expended on projects and activities identified on a federally approved TIP. Road inventory will continue to be a major part of the transportation planning, as it still accounts for 27% of the federal share of funds. 2.2 Transportation Inventory The Transportation Network is made up of State, County, BIA, and Tribal roads and bridges. Roads provide access to residential housing, recreation activities, commercial enterprises, jobs, shopping, hospitals, and other essential services. Roads also provide access to pedestrian and bicycle transportation facilities; public transportation and Tribal transportation; and boat ramps, providing a link to marine access which is critical to fishermen, shellfish harvesters, and other commercial and subsistence marine related activities. Long Range Transportation Plan September 2026 Update September 2026 Page 16 KH 090225140 Table 2-1: Route Summary Route 1 2 Section 10 10 Name HOOD CANAL DRIVE POINT JULIA ROAD Length Ownership 0.4 0.3 BIA BIA BOAT RAMP 2 20 ACCESS-POINT 0.0 BIA JULIA ROAD 2 30 3 10 3 20 POINT JULIA ROAD TRIBAL CENTER ROAD TRIBAL CENTER ROAD 0.1 BIA Class Construction Need Rural BIA Major Improvement Arterial Needed Rural BIA Major Improvement Arterial Needed Rural Local Road Rural Local Road BIA Improvement Needed BIA Improvement Needed 0.1 BIA Residential Acceptable 0.1 BIA Residential Improvement BIA Needed TRIBAL CENTER 3 30 ROAD PARKING 0.1 BIA Other Acceptable LOT BIA 4 10 CHURCH LANE 0.1 BIA Residential Improvement Needed BIA 4 20 CHURCH LANE 0.1 BIA Residential Improvement Needed 5 5 10 20 S'KALLAM HILL LANE S'KALLAM HILL LANE BIA 0.1 BIA Residential Improvement Needed BIA 0.1 BIA Residential Improvement Needed BIA 6 10 IRONWOOD LANE 0.1 BIA Residential Improvement Needed Long Range Transportation Plan September 2026 Update September 2026 Page 17 KH 090225140 Route Section Name Length Ownership Class Construction Need BIA 7 10 TYEE LANE 0.1 BIA Residential Improvement Needed 8 9 10 10 10 10 CUBBY SPARKS PLACE SALMON BERRIES LANE BOSTON LANE CUL-DE-SAC BIA 0.1 BIA Residential Improvement Needed BIA 0.1 BIA Residential Improvement Needed BIA 0.1 BIA Residential Improvement Needed BIA 11 10 BOSTON LANE 0.1 BIA Residential Improvement Needed Other 12 10 GLIDING EAGLE 0.1 Tribal Residential Improvement Needed 12 15 GLIDING EAGLE 0.1 Tribal Residential Proposed Road Other 12 20 GLIDING EAGLE 0.1 Tribal Other Improvement Needed 13 13 13 14 15 10 20 30 10 10 FUTURE ROAD FUTURE ROAD FUTURE ROAD KWAYACHEN COURT BUD PURSER LANE 0.6 0.3 0.3 BIA BIA BIA Major Improvement Arterial Needed Rural BIA Major Improvement Arterial Needed Rural BIA Major Improvement Arterial Needed BIA 0.1 BIA Residential Improvement Needed 0.6 Long Range Transportation Plan September 2026 Update BIA Rural BIA Residential Acceptable September 2026 Page 18 KH 090225140 Route Section Name Length Ownership Class Construction Need BIA 16 10 BEAR RIDGE DRIVE 0.2 BIA Residential Improvement Needed BIA 17 10 BEAR RIDGE 0.1 BIA Residential Improvement Needed BIA 18 10 SALISH LOOP 0.2 BIA Residential Improvement Needed Proposed 18 20 SALISH LOOP 0.1 BIA Residential 19 10 SALISH LANE 0.1 BIA Residential Acceptable 20 10 RAVEN WOOD 0.5 BIA Residential Improvement Road BIA Needed BIA 21 10 EAGLEWOOD 0.1 BIA Residential Improvement Needed 22 23 10 10 KLOOMACHIN PLACE NE HOOD CANAL LANE 0.2 BIA 0.4 BIA FUTURE ROAD 0.5 BIA 25 20 FUTURE ROAD 0.3 BIA 30 30 20 30 FUTURE ROAD FUTURE ROAD FUTURE ROAD 0.1 0.1 0.2 Long Range Transportation Plan September 2026 Update Residential Improvement Needed 10 10 Acceptable BIA 25 30 Residential BIA BIA BIA Rural Local Proposed Road Road Rural Local Proposed Road Road Rural Local Road Rural Local Road Rural Local Road Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 19 KH 090225140 Route 31 31 40 100 100 Section 10 20 10 10 20 Name FUTURE ROAD FUTURE ROAD FUTURE ROAD NE BOSTON LANE NE BOSTON LANE Length Ownership 0.1 0.1 0.4 0.2 0.4 BIA BIA BIA BIA BIA Class Rural Local Road Rural Local Road Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Rural BIA Major Improvement Arterial Needed Rural BIA Major Improvement Arterial Needed BIA 100 30 NE BOSTON LANE 0.1 BIA Residential Improvement Needed 110 200 300 10 10 10 400 10 500 10 TIDEWINDS LOOP SANITATION ACCESS NOO-KAYET BUSINESS PARK WARRIOR RIDGE ROAD HERONSWOOD ROAD 0.1 0.2 BIA BIA Rural Local Proposed Road Road Rural Local Road Rural 0.5 Tribal Minor Arterial 0.1 Tribal Residential 0.3 Tribal Residential BIA Improvement Needed Proposed Road Proposed Road Proposed Road Substandard 1170 10 SEABECK HIGHWAY NW 0.2 County City Minor With No Arterial Improvement Planned 1170 20 SEABECK HIGHWAY NW Rural 1.6 Minor Arterial Long Range Transportation Plan September 2026 Update County Substandard With No Improvement Planned September 2026 Page 20 KH 090225140 Route 1170 1170 1170 1170 1170 1170 1170 1342 1342 Section 30 40 50 60 70 80 90 10 20 Name SEABECK HIGHWAY NW SEABECK HIGHWAY NW SEABECK HIGHWAY NW SEABECK HIGHWAY NW SEABECK HIGHWAY NW SEABECK HIGHWAY NW SEABECK HIGHWAY NW NEWBERRY HILL ROAD NW NEWBERRY HILL ROAD NW Length Ownership Rural 1.2 County Minor Arterial Rural 1.8 County Minor Arterial Rural 0.2 County Minor Arterial Rural 1.7 County Minor Arterial Rural 0.7 County Minor Arterial Rural 0.9 County Minor Arterial Rural 1.7 County Minor Arterial Rural 1.7 County Minor Arterial Rural 0.5 County Minor Arterial Long Range Transportation Plan September 2026 Update Class Construction Need Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned September 2026 Page 21 KH 090225140 Route 1342 1342 1342 1342 1354 1354 1354 1354 1354 Section 30 40 50 60 10 20 30 40 50 Name NEWBERRY HILL ROAD NW NEWBERRY HILL ROAD NW NEWBERRY HILL ROAD NW NEWBERRY HILL ROAD NW ANDERSON HILL ROAD NW ANDERSON HILL ROAD NW ANDERSON HILL ROAD NW ANDERSON HILL ROAD NW ANDERSON HILL ROAD NW Length Ownership Rural 0.5 County Minor Arterial Rural 0.1 County Minor Arterial Rural 0.2 County Minor Arterial Rural 0.3 County Minor Arterial Rural 1.1 County Major Arterial Rural 1.6 County Major Arterial Rural 0.5 County Major Arterial Rural 0.2 County Major Arterial Rural 0.6 County Major Arterial Long Range Transportation Plan September 2026 Update Class Construction Need Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned September 2026 Page 22 KH 090225140 Route 1354 1354 Section 60 70 Name ANDERSON HILL ROAD NW ANDERSON HILL ROAD NW Length Ownership Class Rural 0.3 County Major Arterial Rural 0.3 County Major Arterial Construction Need Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard 1951 10 SILVERDALE WAY NW 0.7 County Major With No Arterial Improvement Planned Substandard 1951 20 SILVERDALE WAY NW 0.2 County Major With No Arterial Improvement Planned Substandard 1951 30 SILVERDALE WAY NW 0.2 County Major With No Arterial Improvement Planned Substandard 1951 40 SILVERDALE WAY NW 0.3 County Major With No Arterial Improvement Planned Substandard 1951 50 SILVERDALE WAY NW 0.4 County Major With No Arterial Improvement Planned Substandard 1951 60 SILVERDALE WAY NW 0.3 County Major With No Arterial Improvement Planned Substandard 1951 70 SILVERDALE WAY NW 0.7 County Major With No Arterial Improvement Planned 1951 80 SILVERDALE WAY NW 0.8 Long Range Transportation Plan September 2026 Update County Major Substandard Arterial With No September 2026 Page 23 KH 090225140 Route Section Name Length Ownership Class Construction Need Improvement Planned Substandard 1951 90 SILVERDALE WAY NW 0.8 County Major With No Arterial Improvement Planned Substandard 1951 100 SILVERDALE WAY NW 0.5 County Major With No Arterial Improvement Planned Substandard 1951 110 SILVERDALE WAY NW 0.2 County Major With No Arterial Improvement Planned 2001 2001 2001 2001 2001 2001 2001 2001 10 20 30 40 50 60 70 80 FOREST ROAD BR1 FOREST ROAD BR2 FOREST ROAD BR3 FOREST ROAD BR4 FOREST ROAD BR5 FOREST ROAD BR6 FOREST ROAD BR7 FOREST ROAD BR8 1.7 0.1 0.3 0.1 0.1 0.1 0.2 0.1 Long Range Transportation Plan September 2026 Update Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 24 KH 090225140 Route 2001 2001 2001 2001 2001 2001 2002 2003 2003 2003 2003 2004 Section 90 100 110 120 130 140 10 10 20 30 40 10 Name FOREST ROAD BR9 FOREST ROAD BR10 FOREST ROAD BR11 FOREST ROAD BR12 FOREST ROAD BR13 FOREST ROAD BR14 FOREST ROAD BR2 FOREST ROAD BR3 FOREST ROAD BR4 FOREST ROAD BR5 FOREST ROAD BR6 FOREST ROAD BR4 Length Ownership 0.1 0.3 0.1 0.1 0.1 0.1 0.2 0.6 0.2 0.1 0.1 0.4 Long Range Transportation Plan September 2026 Update Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Class Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 25 KH 090225140 Route 2004 2005 2006 2006 2006 2007 2007 2007 2007 2008 2008 2008 Section 20 10 10 20 30 10 20 30 40 10 20 30 Name FOREST ROAD BR4 FOREST ROAD BR5 FOREST ROAD BR6 FOREST ROAD BR6 FOREST ROAD BR6 FOREST ROAD BR7 FOREST ROAD BR7 FOREST ROAD BR7 FOREST ROAD BR7 FOREST ROAD BR8 FOREST ROAD BR8 FOREST ROAD BR8 Length Ownership 0.1 0.3 0.4 0.1 0.4 1.0 0.1 0.1 0.1 0.5 0.1 0.1 Long Range Transportation Plan September 2026 Update Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Tribal Class Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 26 KH 090225140 Route 2008 2008 2008 2009 2009 2010 2011 Section 40 50 60 10 20 10 10 3001 10 3001 20 3002 3002 10 20 Name FOREST ROAD BR8 FOREST ROAD BR8 FOREST ROAD BR8 FOREST ROAD BR9 FOREST ROAD BR9 FOREST ROAD BR10 FOREST ROAD BR11 GLIDING EAGLE TRAIL 3001 GLIDING EAGLE TRAIL 3001 GLIDING EAGLE TRAIL 3002 GLIDING EAGLE TRAIL 3002 Length Ownership 0.1 0.1 0.1 0.3 0.2 0.4 0.4 Tribal Tribal Tribal Tribal Tribal Tribal Tribal Class Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road 0.3 Tribal Non-Road 0.4 Tribal Non-Road 30 TRAIL PEDESTRIAN 0.3 Tribal Non-Road 40 GLIDING EAGLE TRAIL 3002 Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Proposed Road Proposed Road Improvement BIA 0.9 Tribal Non-Road Improvement Needed 0.0 Tribal Non-Road 1.1 Tribal Non-Road Long Range Transportation Plan September 2026 Update Other Needed BRIDGE 3002 Need Other GLIDING EAGLE 3002 Construction Proposed Road Proposed Road September 2026 Page 27 KH 090225140 Route 3002 Section 50 3003 10 3004 10 Name CAMPUS SIDEWALK GLIDING EAGLE TRAIL 3003 GLIDING EAGLE TRAIL 3004 Length Ownership Class Construction Need BIA 0.2 BIA Non-Road Improvement Needed 1.6 Tribal Non-Road 0.2 Tribal Non-Road Proposed Road Proposed Road Substandard 5527 10 TRACYTON BOULEVARD NW 0.4 County City Minor With No Arterial Improvement Planned Substandard 5527 20 TRACYTON BOULEVARD NW 0.3 County City Minor With No Arterial Improvement Planned Substandard 5527 30 TRACYTON BOULEVARD NW 0.5 County City Minor With No Arterial Improvement Planned Substandard 5527 40 TRACYTON BOULEVARD NW 0.9 County City Minor With No Arterial Improvement Planned Substandard 5527 50 TRACYTON BOULEVARD NW 0.4 County City Minor With No Arterial Improvement Planned Substandard 5527 60 TRACYTON BOULEVARD NW 1.0 County City Minor With No Arterial Improvement Planned 5729 5729 10 20 BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE 0.4 0.7 Long Range Transportation Plan September 2026 Update County County City Minor Arterial City Minor Arterial Other Improvement Needed Other Improvement Needed September 2026 Page 28 KH 090225140 Route 5729 5729 5729 5729 5729 5729 5772 5772 5772 5772 Section 30 40 50 60 70 80 10 20 30 40 Name BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE BROWNSVILLE HIGHWAY NE MYHRE ROAD NW MYHRE ROAD NW MYHRE ROAD NW MYHRE ROAD NW Length Ownership 0.2 0.1 0.6 0.5 1.4 0.7 0.2 0.6 0.2 0.1 County County County County County County County County County County Class City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Collector Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Substandard 5774 10 BUCKLIN HILL ROAD NW 0.3 County Major With No Arterial Improvement Planned Substandard 5774 20 BUCKLIN HILL ROAD NW 0.3 County Major With No Arterial Improvement Planned Long Range Transportation Plan September 2026 Update September 2026 Page 29 KH 090225140 Route Section Name Length Ownership Class Construction Need Substandard 5774 30 BUCKLIN HILL ROAD NW 0.2 County Major With No Arterial Improvement Planned Substandard 5774 40 BUCKLIN HILL ROAD NW 0.3 County Major With No Arterial Improvement Planned Substandard 5774 50 BUCKLIN HILL ROAD NW 0.6 County City Minor With No Arterial Improvement Planned Substandard 5774 60 BUCKLIN HILL ROAD NW 0.7 County City Minor With No Arterial Improvement Planned Substandard 5905 10 CENTRAL VALLEY ROAD NW 0.6 County City Minor With No Arterial Improvement Planned Substandard 5905 20 CENTRAL VALLEY ROAD NW 0.5 County City Minor With No Arterial Improvement Planned Substandard 5905 30 CENTRAL VALLEY ROAD NW 0.3 County City Minor With No Arterial Improvement Planned Substandard 5905 40 CENTRAL VALLEY ROAD NW 0.6 County City Minor With No Arterial Improvement Planned Substandard 5905 50 CENTRAL VALLEY ROAD NW 0.5 County City Minor With No Arterial Improvement Planned 5905 60 CENTRAL VALLEY ROAD NW 0.2 Long Range Transportation Plan September 2026 Update County City Minor Substandard Arterial With No September 2026 Page 30 KH 090225140 Route Section Name Length Ownership Class Construction Need Improvement Planned Substandard 5905 70 CENTRAL VALLEY ROAD NW 1.1 County City Minor With No Arterial Improvement Planned Substandard 5905 80 CENTRAL VALLEY ROAD NW 1.5 County City Minor With No Arterial Improvement Planned Substandard 5905 90 CENTRAL VALLEY ROAD NW 1.1 County City Minor With No Arterial Improvement Planned 5970 5970 7037 7037 7037 7037 7037 10 20 10 20 30 40 50 SCANDIA ROAD NW SCANDIA ROAD NW MILLER BAY ROAD NE MILLER BAY ROAD NE MILLER BAY ROAD NE MILLER BAY ROAD NE MILLER BAY ROAD NE 0.4 0.7 County Collector City Collector Rural 2.2 County Major Arterial 0.1 0.3 0.1 0.7 Long Range Transportation Plan September 2026 Update County City County County County County Other Improvement Needed Other Improvement Needed Substandard With No Improvement Planned Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed September 2026 Page 31 KH 090225140 Route 7037 7037 7037 7040 7040 7040 7040 7040 7040 7040 7040 7040 Section 60 70 80 10 20 30 40 50 60 70 80 90 Name MILLER BAY ROAD NE MILLER BAY ROAD NE MILLER BAY ROAD NE HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) HANSVILLE ROAD (KITSAP COUNTY) Length Ownership 0.2 0.9 0.8 1.9 0.4 0.1 0.3 0.1 1.3 0.2 2.0 1.2 Long Range Transportation Plan September 2026 Update County County County County County County County County County County County County Class Construction Need Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed Rural Other Minor Improvement Arterial Needed September 2026 Page 32 KH 090225140 Route 7165 7165 7250 7250 7319 Section 10 20 10 20 10 Name STOTTLEMEYER ROAD NE STOTTLEMEYER ROAD NE BIG VALLEY ROAD NE BIG VALLEY ROAD NE NE DELANEY ROAD Length Ownership 1.4 1.8 2.4 2.4 0.3 County County County County County Class Construction Need Rural Other Major Improvement Arterial Needed Rural Local Road Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Local Road Other Improvement Needed Substandard 7420 10 VIKING WAY NW 0.8 County Major With No Arterial Improvement Planned Substandard 7420 20 VIKING WAY NW 0.1 County Major With No Arterial Improvement Planned Substandard 7420 30 VIKING WAY NW 1.2 County Major With No Arterial Improvement Planned 7441 7466 7466 10 10 20 LITTLE VALLEY ROAD NE GUNDERSON ROAD NE GUNDERSON ROAD NE 0.3 1.3 1.0 Long Range Transportation Plan September 2026 Update County County County City Collector Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed September 2026 Page 33 KH 090225140 Route 7466 7479 7479 7479 7521 7715 7715 7715 7715 7726 7726 7726 Section 30 10 20 30 10 10 20 30 40 10 20 30 Name GUNDERSON ROAD NE PORT GAMBLE ROAD NE PORT GAMBLE ROAD NE PORT GAMBLE ROAD NE HIGHLAND ROAD NE LINCOLN ROAD NE LINCOLN ROAD NE LINCOLN ROAD NE LINCOLN ROAD NE NW PIONEER HILL ROAD NW PIONEER HILL ROAD NW PIONEER HILL ROAD Length Ownership 0.1 1.3 2.8 1.3 1.1 1.1 0.2 0.3 0.3 0.5 0.2 0.7 Long Range Transportation Plan September 2026 Update County County County County County County County County County County County County Class Construction Need Rural Other Major Improvement Arterial Needed Rural Local Road Rural Local Road Rural Local Road Rural Local Road Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed City Minor Arterial City Collector Rural Local Road Rural Local Road Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 34 KH 090225140 Route 7765 7765 7822 7822 7822 7822 7852 7855 7858 7889 7903 7963 Section 10 20 10 20 30 40 10 10 10 10 10 10 Name WAGHORN ROAD NW WAGHORN ROAD NW PIONEER WAY NW PIONEER WAY NW PIONEER WAY NW PIONEER WAY NW WESLEY WAY NW PARK STREET NW FERRY STREET NW FALKNER ROAD NE BEACH DRIVE NE WHITFORD ROAD NE Length Ownership 0.5 0.6 0.7 0.9 0.1 0.5 0.3 0.1 0.1 0.7 0.8 0.2 Long Range Transportation Plan September 2026 Update County County County County County County County County County County County County Class Rural Local Road Rural Local Road City Minor Arterial City Minor Arterial City Minor Arterial City Minor Arterial City Collector City Collector City Collector City Collector City Collector Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed September 2026 Page 35 KH 090225140 Route 7966 8163 8163 8163 8369 8442 8580 8583 8601 8616 8625 8625 Section 10 10 20 30 10 10 10 10 810 10 810 820 Name WHEELER STREET NE NE JEFFERSON POINT ROAD NE JEFFERSON POINT ROAD NE JEFFERSON POINT ROAD NE BARBER CUT OFF ROAD 2ND STREET NE 288TH STREET NE GAMBLE BAY ROAD NE GAMBLE PLACE NE (KITSAP COUNTY) NE ECOLOGY ROAD LITTLE BOSTON ROAD NE LITTLE BOSTON ROAD NE Length Ownership 0.5 1.1 0.1 0.6 1.0 0.3 0.8 1.5 County County County County County County County City Collector Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other 1.2 County Residential Improvement Needed 0.3 3.5 1.0 Long Range Transportation Plan September 2026 Update County Class County County County Rural Local Road Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed September 2026 Page 36 KH 090225140 Route 8630 8630 8630 8663 8667 8667 8667 8667 8668 8668 8687 Section 10 20 30 10 10 20 30 40 10 20 10 Name NE EGLON ROAD NE EGLON ROAD NE EGLON ROAD HOFFMAN ROAD NE NE WEST KINGSTON ROAD NE WEST KINGSTON ROAD NE WEST KINGSTON ROAD NE WEST KINGSTON ROAD NE SOUTH KINGSTON ROAD NE SOUTH KINGSTON ROAD LUDLOW DRIVE NE Length Ownership 1.3 0.4 0.1 1.2 1.1 0.5 0.3 0.3 1.6 1.3 0.3 County County County County County County County County County County County HOOD CANAL 8696 10 DRIVE (KITSAP 2.0 COUNTY) Long Range Transportation Plan September 2026 Update County Class Rural Local Road Rural Local Road Rural Local Road Rural Local Road Construction Need Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Local Road Other Improvement Needed Rural Other Major Improvement Arterial Needed September 2026 Page 37 KH 090225140 Route Section Name Length Ownership HOOD CANAL 8696 8696 20 30 Major Improvement COUNTY) Arterial Needed HOOD CANAL Rural Other Major Improvement Arterial Needed DRIVE (KITSAP DRIVE (KITSAP 0.4 1.3 County County DRIVE (KITSAP 1.3 County COUNTY) 8716 8750 8750 8940 8940 8950 8950 8992 810 10 20 10 20 10 20 10 Need Other HOOD CANAL 40 Construction Rural COUNTY) 8696 Class CLIFFSIDE DRIVE (KITSAP COUNTY) NE TWIN SPITS ROAD NE TWIN SPITS ROAD NE BUCK LAKE ROAD NE BUCK LAKE ROAD NE POINT NO POINT ROAD NE POINT NO POINT ROAD FOULWEATHER BLUFF ROAD NE 0.6 2.0 1.6 0.9 0.1 0.7 0.3 1.1 County County County County County County County County Rural Local Road Other Improvement Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Other Major Improvement Arterial Needed Rural Local Road Rural Local Road Rural Local Road Rural Local Road Rural Local Road Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Other Improvement Needed Substandard 9003 10 SR 3 0.1 State Major With No Arterial Improvement Planned Long Range Transportation Plan September 2026 Update September 2026 Page 38 KH 090225140 Route Section Name Length Ownership Class Construction Need Substandard 9003 12 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 13 SR 3 3.7 State Major With No Arterial Improvement Planned Substandard 9003 15 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 18 SR 3 2.1 State Major With No Arterial Improvement Planned Substandard 9003 20 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 22 SR 3 0.6 State Major With No Arterial Improvement Planned Substandard 9003 23 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 25 SR 3 2.4 State Major With No Arterial Improvement Planned Substandard 9003 26 SR 3 0.0 State Major With No Arterial Improvement Planned Long Range Transportation Plan September 2026 Update September 2026 Page 39 KH 090225140 Route Section Name Length Ownership Class Construction Need Substandard 9003 27 SR 3 1.2 State Major With No Arterial Improvement Planned Substandard 9003 28 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 29 SR 3 0.9 State Major With No Arterial Improvement Planned Substandard 9003 30 SR 3 2.9 State Major With No Arterial Improvement Planned Substandard 9003 32 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 36 SR 3 4.3 State Major With No Arterial Improvement Planned Substandard 9003 40 SR 3 0.0 State Major With No Arterial Improvement Planned Substandard 9003 50 SR 3 7.1 State Major With No Arterial Improvement Planned Substandard 9104 10 STATE ROUTE 104 5.1 State Major With No Arterial Improvement Planned 9104 20 STATE ROUTE 104 0.0 Long Range Transportation Plan September 2026 Update State Major Arterial Acceptable September 2026 Page 40 KH 090225140 Route Section Name Length Ownership 9104 21 STATE ROUTE 104 0.0 State 9104 23 STATE ROUTE 104 0.0 State Class Major Arterial Major Arterial Construction Need Acceptable Acceptable Substandard 9104 30 STATE ROUTE 104 0.2 State Major With No Arterial Improvement Planned Rural 9104 32 STATE ROUTE 104 8.1 State Major Arterial Rural 9104 40 STATE ROUTE 104 0.5 State Major Arterial Rural 9104 50 STATE ROUTE 104 0.3 State Major Arterial Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard With No Improvement Planned Substandard 9104 55 STATE ROUTE 104 0.4 State City With No Collector Improvement Planned Substandard 9104 60 STATE ROUTE 104 0.4 State Other With No Improvement Planned Substandard 9305 20 STATE ROUTE 305 2.5 State Major With No Arterial Improvement Planned Substandard 9305 30 STATE ROUTE 305 1.2 State Major With No Arterial Improvement Planned Long Range Transportation Plan September 2026 Update September 2026 Page 41 KH 090225140 Route Section Name Length Ownership Class Construction Need Substandard 9305 40 STATE ROUTE 305 0.5 State Major With No Arterial Improvement Planned Substandard 9305 45 STATE ROUTE 305 0.4 State Major With No Arterial Improvement Planned Substandard 9305 50 STATE ROUTE 305 0.3 State Major With No Arterial Improvement Planned Substandard 9307 10 STATE ROUTE 307 0.1 State Major With No Arterial Improvement Planned Substandard 9307 20 STATE ROUTE 307 0.1 State Major With No Arterial Improvement Planned Rural 9307 21 STATE ROUTE 307 1.5 State Minor Arterial Substandard With No Improvement Planned Substandard 9307 25 STATE ROUTE 307 0.9 State Major With No Arterial Improvement Planned Substandard 9307 30 STATE ROUTE 307 2.7 State Major With No Arterial Improvement Planned A detailed description of the current condition of each of the roads is included in the approved NTTFI in Appendix A (Inventory Data Sheets). A description of the BIA Functional Classifications is included in Appendix B. Route descriptions or narratives are summarized below. Long Range Transportation Plan September 2026 Update September 2026 Page 42 KH 090225140 2.2.1 State Routes The 2024 State Highway Log Planning Report was consulted for highway data. Portions of four State highways have been incorporated into the NTTFI system (as agreed by Letter of Understanding from the Washing State Department of Transportation [WSDOT], dated August 22, 2007). Detailed capital projects and planning activities are described below. Relevant portions of the WSDOT 2024 Highway Log are included in Appendix C. State Route 3: MP 34.51 to MP 60.02 Route N o. 9003 SR-3 is a State highway which runs in a north-south direction. It is classified by the State as U1 – Urban Principal Arterial. The length of this route included in the inventory is 25.3 miles, excluding bridges. The portion of SR-3 included in the TTP begins at the intersection with SR16, south of Bremerton, and continues north to the end of the route at the intersection of SR-104, at the easterly end of the Hood Canal Bridge. The inventory includes Sections 010 through 050. As a State highway, all sections are eligible for federal funds. In April 2005, a SR-3 Route Development Plan was published. The long-term improvements recommended for SR-3 include: reconfigure the intersection of SR-3 and SR-104, construct a holding lane for traffic stopped at bridge openings, construct southbound climbing lane between Big Valley Road and Pioneer Way, reconfigure Kitsap Memorial Park access to the Kinman Road/Big Valley intersection with SR-3, install traffic lights at Pioneer Hill Road, Pioneer Way, and Big Valley Road (two of three were installed in 2008), and construct a four-lane facility. State Route 104: MP 8.87 to MP 24.86 Route N o. 9104 SR-104 is included in the NTTFI from the intersection of Beaver Valley Road (SR-19) in Jefferson County to the Kingston Ferry Terminal in Kitsap County. The route is further divided into Sections 010 through 060. This route is 14.7 miles long (excluding bridges). The route is classified by the State as U1 - Urban Principal Arterial. As a State highway, all sections are eligible for federal funds. The County and WSDOT have identified circulation improvements in the Kingston area, including SR-104. SR-104 is currently configured as a two-lane, one-way ingress and twolane, one-way egress from the Kingston Ferry Terminal and the downtown Kingston area. In 2011, a Feasibility Study for Realignment looked at five alternatives plus a non-motorized plan element. Most of the options include realigning ferry traffic to alternate routes and freeing Main Street for local, transit, bicycle, and pedestrian traffic. Currently a holding lane Long Range Transportation Plan September 2026 Update September 2026 Page 43 KH 090225140 is used to manage ferry traffic and a realignment project for SR-104 is in the preconstruction phase. State Route 305: MP 7.05 to MP 13.52 Route N o. 9305 SR-305 is included in the TTP from the western margin of the Agate Pass Bridge to the intersection of SR-3. The route is entirely located within Kitsap County, including a portion located within the city limits of Poulsbo. Sections 010 through 050 make up this portion of the route. This route is 4.9 miles long. The route is classified by the State as U1 - Urban Principal Arterial. As a State highway, all sections are eligible for federal funds. In 2012, WSDOT analyzed six design alternatives for the intersection of SR-305 and Suquamish Way. Alternatives varied from No Build to Lane Widening to a Roundabout. The Roundabout has been selected as the preferred alternative in part because it is the most successful design solution for alleviating traffic congestion and providing safe access for motorized and non-motorized travelers. As of 2026, plans for construction of the roundabout have been put on hold. State Route 307: MP 0.00 to MP 5.25 Route N o. 9305 SR-307 is included in the TTP from the intersection of SR-305 to the intersection of SR-104, Sections 010 through 030 (MP 0.00 to MP 5.25). This route is 5.3 miles long. As a State highway, all sections are eligible for federal funds. The route is classified by the State as U1 - Urban Principal Arterial. 2.2.2 County Routes Kitsap County Routes Portions of 50 County roads have been incorporated into the TTP system (as agreed by Letter of Understanding from the County, dated June 30, 2009) and accepted by the BIA. Relevant portions of the County Road Log and County Six-Year TIP are included in Appendix D. Seabeck Highway NW Route N o. 1170 Seabeck Highway NW is a County road that runs in a southeast to northwest direction. It is classified by the County as Rural Minor Arterial changing to a Rural Major Collector. This route connects the Silverdale area to Seabeck, which contains several access points to the marine water of Hood Canal. It is a two-lane roadway in good condition. This route is divided into Sections 10 through 90. Long Range Transportation Plan September 2026 Update September 2026 Page 44 KH 090225140 Newberry Hill Road Route N o. 1342 Newberry Hill Road is a County road that runs in a southeast to northwest direction. It is classified by the County as Urban Minor Arterial. This route runs east from Seabeck Highway NW (Route 1170) and terminates at Silverdale Way (Route 1951) near Dyes Inlet. It is a three-lane roadway (including a center turn lane) in good condition. This route is divided into Sections 10 through 60. NW Anderson Hill Road Route N o. 1354 NW Anderson Hill Road is a County road that runs in an easterly direction from Seabeck Highway (Route 1170). It is classified by the County as Rural Major Collector and becomes an Urban Minor Arterial as it approaches Silverdale. This route also terminates at Silverdale Way (Route 1951). It is a two-lane roadway in good condition. This route is divided into Sections 10 through 70. Silverdale Way NW Route N o. 1951 Silverdale Way NW is a County road that runs in a southeast to northwest direction. It is classified by the County as Urban Principal Arterial. This route runs through the Silverdale area which contains numerous shopping malls, a hospital, and recreational opportunities. It begins at the eastern terminus of Newberry Hill Road and extends northeasterly until its terminus at the intersection with State Highway 308. This route is divided into Sections 10 through 110. It is a five-lane roadway (including a center turn lane) in good condition. The road continues northerly from the terminus of Silverdale Way but is named Viking Way NW (Route 7420). This route is divided into Sections 10 through 110. Tracyton Boulevard NW Route N o. 5527 Tracyton Boulevard NW is a County road that runs in a northerly direction. It is classified by the County as Urban Minor Arterial. This route runs along the eastern shore of Dyes Inlet. It begins at the intersection with NE Riddell Road and extends northerly until its terminus at the intersection with NW Bucklin Hill Road (Route 5774). It is a two-lane roadway in good condition. This route is divided into Sections 10 through 60. Brownsville Highway NE Route N o. 5729 Brownsville Highway NE is a County road that runs in a meandering fashion near the western shore of Port Orchard Bay. It is classified by the County as Urban Minor Arterial. This route begins at the intersection with SR-303 (Waaga Way) and extends northerly until its terminus at the intersection with SR-308 (NW Luoto Road). The terminus of the route is Long Range Transportation Plan September 2026 Update September 2026 Page 45 KH 090225140 located at the southern margin of Dogfish Bay. It is a two-lane roadway in good condition. This route is divided into Sections 10 through 80. NW Myrhe Road Route N o. 5772 NW Myhre Road is a County road that runs in a northerly and then westerly direction. It is classified by the County as Urban Minor Arterial. This route begins at the intersection with NW Bucklin Hill Road (Route 5774) and extends northerly until its terminus west of its intersection with Silverdale Way NW (Route 1951). The start of the route is coincident with the northerly terminus of Tracyton Boulevard NW (Route 5527). It is a three-lane roadway (including center turn lane) in good condition. This route is divided into Sections 10 through 40. NW Buckli n Hill Road Route N o. 5774 NW Bucklin Hill Road is a County road that runs in an easterly direction. It is classified by the County as Urban Principal Arterial changing to Urban Minor Arterial. This route begins at the intersection with NW Anderson Hill Road (Route 1354) and extends east to intersect with Central Valley Road (Route 5905). It is initially a two-lane roadway and becomes a fourlane roadway with the change in classification. It is generally in good condition. This route is divided into Sections 10 through 60. Central Valley Road NW Route N o. 5905 Central Valley Road NW is a County road that runs northerly. It is classified by the County as Urban Minor Arterial. This route begins at the intersection with NW Nichols Avenue and extends northerly until its terminus at the intersection with SR-308 (NW Luoto Road). It is a two-lane roadway in good condition. This route is divided into Sections 10 through 90. NW Scandia Road Route N o. 5970 NW Scandia Road is a County road that runs easterly for the first section, then veers southerly for the second section. It is classified by the County as Urban Local Access. This route begins at the intersection with Viking Way NW and extends until its terminus at the intersection with SR-308 (NW Luoto Road). It is a two-lane roadway in good condition. This route is divided into Sections 10 through 20. Miller Bay Road NE Route N o. 7037 Miller Bay Road NE is a County road that runs in a north-south direction. It is classified Rural Major Collector. This route begins at the intersection with Augusta Avenue NE and Long Range Transportation Plan September 2026 Update September 2026 Page 46 KH 090225140 extends northerly until its terminus at the intersection with SR-104 (Route 9104). It is a twolane roadway in good condition. This route is divided into Sections 10 through 80. Hansville Road NE Route N o. 7040 Hansville Road NE is a County roadway which runs in a north-south direction. It is classified as a Rural Major Collector by the County. It is a two-lane roadway in good condition, with wide paved shoulders. The posted speed limit is 45 miles per hour (mph), slowing to 35 mph near SR-104, where a left-turn-lane is provided. Hansville Road provides access from SR-104 to the Reservation. Hansville Road continues north and provides access to the community of Hansville, recreation, and fishing opportunities. This route is divided into Sections 10 through 90. Stottlemeyer Road NE Route N o. 7165 Stottlemeyer Road NE is a County road which runs in a northly direction. The road intersects with NE Lincoln Road and extends north to its terminus at the intersection with NE Gunderson Road. The route is classified by the County as Rural Major Collector. The road is a two-lane road. This route is divided into Sections 10 through 20. The road is considered to be in good condition. Big Valley Road NE Route N o. 7250 Big Valley Road NE is a County road that runs northerly in a meandering fashion. It is classified by the County as Rural Minor Collector. This route begins at the intersection with SR-307 (Route 9307) and extends northerly until its terminus at the intersection with SR-3 (Route 9003). It is a two-lane roadway in good condition. This route is divided into Sections 10 through 20. NE Delaney Road Route N o. 7319 NE Delaney Road is a County road that runs easterly from the southwestern corner of the Reservation. It is classified by the County as Rural Local Access. This route begins at the intersection with Hansville Road NE and extends until it dead ends. It is a two-lane roadway in good condition. This route is defined by one section - Section 10. Viking Way NW Route N o. 7420 Viking Way NW is a County road that runs in a northerly direction. It begins as an extension of Silverdale Way NW (Route 1951). It is classified by the County as Urban Minor Arterial. This route extends northerly, and enters the city of Poulsbo, where County ownership Long Range Transportation Plan September 2026 Update September 2026 Page 47 KH 090225140 terminates. It is a two-lane roadway in good condition. This route is divided into Sections 10 through 30. Little Valley Road NE Route N o. 7441 Little Valley Road NE is a County road that runs in a northerly direction. The road begins at the northern limits of the city of Poulsbo, near the intersection with Forest Rock Hills Lane. The road terminates at the intersection with SR-307 (Bond Road NE, Route 9307). Big Valley Road NE (Route 7250) continues to the north. This route is a two-lane roadway in fair condition. This route is defined by Section 10. Gunderson Road NE Route N o. 7466 Gunderson Road NE is a County road which runs in an easterly direction. The road intersects with SR-307 (Bond Road NE, Route 9307) to the west and extends east to its terminus at the intersection with Miller Bay Road NE. The route is classified by the County as Rural Major Collector. The road is a two-lane road. This route is divided into Sections 10 through 30. The road is considered to be in good condition. Port Gamble Road NE Route N o. 7479 Port Gamble Road NE is a County road which runs in a northerly direction. The road intersects with Essex Avenue NE to the south and extends to its terminus at the intersection with State Highway 104. The route is classified by the County as Rural Local Access. The road is a two-lane road in good condition. This route is divided into Sections 10 through 30. Highland Road NE Route N o. 7521 Highland Road NE is a County road that runs in a northerly direction. The road begins at the intersection with NE Crawford Drive. The road terminates at the intersection with SR104 (Route 9104). This route provides access to Wolfle Elementary School and is a two-lane roadway in good condition. This route is defined by Section 10. NE Lincol n Road Route N o. 7715 NE Lincoln Road is a County road that runs in an easterly direction. It is classified by the County as Rural Major Collector. This route begins at the northeastern boundary of the city of Poulsbo and extends east to terminate at Central Valley Road (Route 5905). It is a twolane roadway generally in good condition. This route is divided into Sections 10 through 40. Long Range Transportation Plan September 2026 Update September 2026 Page 48 KH 090225140 NW Pioneer Hill Road Route N o. 7726 NW Pioneer Hill Road is a County road that runs in an easterly direction. It is classified by the County as Rural Local Access. This route begins at the intersection with Pioneer Way NW (Route 7822) and extends east to intersect with SR-3 (Route 9003). It is a two-lane roadway. It is generally in good condition. This route is divided into Sections 10 through 30. Waghorn Road NW Route N o. 7765 Port Gamble Road NE is a County road which runs in a northerly direction. The road intersects with NW Pioneer Hill Road to the south and extends to its terminus at the intersection with Pioneer Way NW. The route is classified by the County as Rural Local Access. The road is a two-lane road in good condition. This route is divided into Sections 10 and 20. Pioneer Way NW Route N o. 7822 Pioneer Way NW is a County road that runs in an easterly direction. It is classified by the County as Rural Major Collector and Urban Minor Arterial. This route begins at the intersection with SR-3 (Route 9003) and extends west and south to intersect with Aldo Road. It is a two-lane roadway. It is generally in good condition. This route is divided into Sections 10 through 40. NW Wesley Way Route N o. 7852 NW Wesley Way is a County road that runs in a northwesterly direction. It is classified by the County as Urban Local Access. The road begins at the intersection with Lofall Road NW. The road terminates at Hood Canal shoreline access. This route is a two-lane roadway in good condition. This route is defined by Section 10. NW Park Street Route N o. 7855 NW Park Street is a County road that runs in an easterly direction. It is classified by the County as Urban Local Access. The road begins at the intersection with NW Ferry Street (Route 7858). The road terminates at NE Park Street, which provides access to a State park and the shoreline. This route is a two-lane roadway in good condition. This route is defined by Section 10. NW Ferry Street Route N o. 7858 NW Ferry Street is a County road that runs in a northeasterly direction. It is classified by the County as Urban Local Access. The road begins at the intersection with NW Wesley Way Long Range Transportation Plan September 2026 Update September 2026 Page 49 KH 090225140 (Route 7852). The road terminates at NW Park Street (Route 7858). This route is a two-lane roadway in good condition. This route is defined by Section 10. Falkner Road NE Route N o. 7889 Falkner Road NE is a County road that runs in an easterly and then southerly direction. It is classified by the County as Urban Local Access. This route begins and ends at intersections with SR-3 (Route 9003). It is a two-lane roadway. It is generally in good condition. This route is defined by Section 10. Beach Drive NE Route N o. 7903 Beach Drive NE is a County road that runs in a northeasterly direction. It is classified by the County as Urban Local Access. This route begins and ends at dead ends but is accessed by several residential roads. It is a two-lane roadway considered to be in good condition. This route is defined by Section 10. Whitford Road NE Route N o. 7963 Whitford Road NE is a County road that runs in a northerly direction. It is classified by the County as Rural Local Access. The road begins at the intersection with Wheeler Street NE (Route 7966). The road terminates at the shore of Hood Canal and provides access to fishing and other marine activities. This route is a two-lane roadway in good condition. This route is defined by Section 10. Wheeler Street NE Route N o. 7966 Wheeler Street NE is a County road that runs in a northerly then westerly direction. It is classified by the County as Rural Local Access. The road begins at the intersection with SR104 (Route 9104). The road terminates at a dead end. This route is a two-lane roadway in good condition. This route is defined by Section 10. NE Jefferson Poi nt Road Route N o. 8163 NE Jefferson Point Road is a County road that runs in an easterly and then southerly direction. It is classified by the County as Rural Local Access. This route begins at the intersection with South Kingston Road NE, extends east to a 90-degree bend, then continues south and east to terminate at the intersection with NE Klabo Road. It is a twolane roadway generally in good condition. This route is divided into Sections 10 through 30. Long Range Transportation Plan September 2026 Update September 2026 Page 50 KH 090225140 NE Barber Cut Off Road Route N o. 8369 NE Barber Cut Off Road is a County road that runs in a southerly and then an easterly direction. It is classified by the County as Rural Local Access. NE Barber Cut Off Road provides access to an elementary school. This route begins at the intersection with SR-104 (Route 9104), meanders south and east to terminate at the intersection with NE West Kingston Road. It is a two-lane roadway generally in good condition. This route is divided into a single section - Section 10. 2nd Street NE Route N o. 8442 2nd Street NE is a County road that runs in a northeasterly direction. The road begins at the intersection with Washington Boulevard NE. The road terminates at the intersection with SR-104 (Route 9104). This road provides access into the community of Kingston. It is classified by the County as Rural Local Access. This route is a two-lane roadway in fair condition. This route is defined by Section 10. NE 288th Street Route N o. 8580 NE 288th Street is a County road that runs in an easterly direction. The road begins at the intersection with Hansville Road NE (Route 7040) and terminates at the intersection with Gamble Bay Road NE. This route is a two-lane roadway in good condition. It is classified by the County as Rural Local Access. This route is defined by Section 10. Gamble Bay Road NE Route N o. 8583 Gamble Bay Road NE is a County road that runs in a southwesterly direction. The road begins at the intersection with NE 288th Street (Route 8580) and terminates at the intersection with SR-104 (Route 9104). This route is a two-lane roadway in good condition. It is classified by the County as Rural Local Access. This route is defined by Section 10. Gamble Place NE Route N o. 8601 Gamble Place NE is located in the southeast portion of the Reservation. The road intersects with Little Boston Road NE (Route 8625) on the north and extends south to a dead end. Gamble Place NE is a County road classified as Rural Local Access. The route is a two-lane roadway in good condition. This route is divided into a single section - Section 10. NE Ecol ogy Road Route N o. 8616 NE Ecology Road is a County road that runs easterly from its intersection with Hansville Road NE (Route 7040). This route was formerly named NE Solid Waste Site Road. It is classified by the County as Rural Local Access. This route dead ends at a closed dump and Long Range Transportation Plan September 2026 Update September 2026 Page 51 KH 090225140 is currently used as a transfer station. It is a two-lane roadway in good condition. This route is defined by one section - Section 10. Little Boston Road NE Route N o. 8625 Little Boston Road NE is located west of Hansville Road NE (Route 7040) and is classified as a Rural Local Access and Rural Minor Collector by the County. It provides access into and through the Reservation and functions as a collector for all local roads within the Reservation. It is a two-lane roadway with paved shoulders and starts and ends at intersections with Hansville Road. It is defined by Sections 810 through 820. NE Eglon Road Route N o. 8630 NE Eglon Road is a County road that runs in an easterly direction. It is classified by the County as Rural Local Access. This route begins at the intersection with Hansville Road NE (Route 7040) and continues east to its second section, where the road makes a 90-degree bend to the south. The road terminates at an intersection with Hoffman Road NE It is a two-lane roadway generally in good condition. This route is divided into Sections 10 through 30. Hoffman Road NE Route N o. 8663 Hoffman Road NE is a County road that runs in a southerly and then easterly direction. The road begins at the intersection with NE Eglon Road (Route 8630) and continues to its terminus at the intersection with Sunrise Beach Drive NE. It is classified by the County as Rural Local Access. This route is a two-lane roadway in good condition. This route is defined by Section 10. NE West Kingston Road Route N o. 8667 NE West Kingston Road is a County road that runs in an easterly direction. It is classified by the County as Rural Major Collector. This route begins at the intersection with Miller Bay Road NE (Route 7037) and extends east to provide access to several schools. It is a two-lane roadway. The route terminates in the community of Kingston at the intersection with SR104 (Route 9104). It is generally in good condition. This route is divided into Sections 10 through 40. NE South Kingston Road Route N o. 8668 NE South Kingston Road is a County road that runs in a southeasterly direction. It is classified by the County as Rural Minor Collector. This route begins at the intersection with NE West Kingston Road (Route 8667) and extends southeast and then southwest to the Long Range Transportation Plan September 2026 Update September 2026 Page 52 KH 090225140 community of Indianola. It is a two-lane roadway, generally in good condition. This route is divided into Sections 10 through 20. Ludlow D rive NE Route N o. 8687 Ludlow Drive NE is a County road that runs in a southerly direction. The road begins at the intersection with Sunrise Beach Drive NE continues to its terminus at a dead end, which provides access to the shoreline at Puget Sound. It is classified by the County as Rural Local Access. This route is a narrow two-lane roadway in fair condition. This route is defined by Section 10. Hood Canal Drive NE Route N o. 8696 Hood Canal Drive NE is a County road that runs in a northerly direction. It is classified by the County as Rural Minor Collector. This route is a two-lane roadway in good condition. This route is defined by Section 10 through Section 30. The road terminates at an intersection with NE Twin Spits Road (Route 8750). Hood Canal Drive is a County road that intersects the PGST-owned Hood Canal Drive. In 2006, PGST closed vehicle access to the portion of Hood Canal Drive outside the Reservation boundary. Pedestrian access is still available across the Reservation boundary. Cliffside Drive NE Route N o. 8716 Cliffside Drive is a County road that runs in an easterly direction. The route begins at its intersection with Hood Canal Drive NE (Route 8696). Cliffside Drive intersects Little Boston Road NE (Route 8625) on its eastern margin. It is classified by the County as Rural Minor Collector. This route is a two-lane roadway in good condition. This route is defined by Section 810. NE Twin Spits Road Route N o. 8750 NE Twin Spits Road is a County road which runs in a westerly direction. The road intersects with Hansville Road NE (Route 7040) and extends to its terminus at the intersection with the shoreline of Hood Canal. The route is classified by the County as Rural Minor Collector. The road is a two-lane road in good condition. This route is divided into Sections 10 and 20. NE Buck Lake Road Route N o. 8940 NE Buck Lake Road is a County road which runs in an easterly direction. The road intersects with Hansville Road NE (Route 7040) and extends west, makes a 90-degree turn to the south, and terminates at Buck Lake County Park. The route is classified by the County as Long Range Transportation Plan September 2026 Update September 2026 Page 53 KH 090225140 Rural Local Access. The road is a two-lane road in good condition. This route is divided into Sections 10 and 20. NE Point No Point Road Route N o. 8950 NE Point No Point Road is a County road that runs in an easterly direction. It is classified by the County as Rural Local Access. This route begins at the intersection with Hansville Road NE (Route 7040) and continues east to terminate at Point No Point Park. It is a two-lane roadway generally in fair condition. This route is divided into Sections 10 through 20. Foulweather Bluff Road NE Route N o. 8992 Foulweather Bluff Road NE is a County road that runs in a northerly direction. The road begins at the intersection with NE Twin Spits Road (Route 8750) and continues to its terminus at a dead end. It is classified by the County as Rural Local Access. This route is a two-lane roadway in good condition. This route is defined by Section 10. Long Range Transportation Plan September 2026 Update September 2026 Page 54 KH 090225140 Figure 2-1: Kitsap County Transportation Network Long Range Transportation Plan September 2026 Update September 2026 Page 55 KH 090225140 2.2.3 BIA Routes Figure 2-2: Port Gamble S’Klallam Tribe Transportation Network 2.2.4 Tribal Roads Forest Service Roads Route N o. 2001 -2011 Series “2000” roads on the Reservation are either forest roads, or other service and emergency access roads. In general, these roads are gravel or dirt and in poor to fair condition. These roads are owned by PGST. For details of each of the local service roads on the reservation, see the TTP Inventory in Appendix A. Long Range Transportation Plan September 2026 Update September 2026 Page 56 KH 090225140 2.2.5 Commercial/Business Park Roads Salish Lane Route N o. 0019 This road is located in the mid-eastern portion of the Reservation. Salish Lane provides access to the Casino. The road intersects with Hansville Road (located within County rightof-way). Tribal members use Salish Lane for access to commercial enterprises and recreation. Gliding Eagle Route N o. 0012 PGST has developed a gas station and convenience store. This road is located in the southeastern portion of the Reservation, is composed of two sections, and each section is 0.1 miles long. The southern terminus intersects Little Boston Road NE. The eastern terminus intersects Hansville Road. The road continues to the north and terminates at the southern margin of Ravenwood Street. Tribal members use Gliding Eagle for access to services. 2.2.6 Bridges and Docks There are numerous bridges located within the state routes listed above, as well as the Kingston Ferry Terminal. The scope of this plan does not include a detailed discussion of these bridges, which are maintained by WSDOT. There is one bridge within the Reservation boundaries located adjacent to Route 0002, Point Julia Road. The bridge provides access for both recreational activities and commercial enterprises. The bridge is owned and maintained by PGST. The current trails plan calls for extending the bicycle/walking trail that starts at the Wellness Center access road and terminates at Middle Creek. A new bridge will have to be constructed to span Middle Creek to complete the trail. This new section has been named “Little Boston Pedestrian Facility.” 2.2.7 Marine Access Point Julia serves the fishing community and recreation boats. There are two boat ramps on Point Julia: The North Boat Ramp and the South Boat Ramp. The North Boat Ramp was replaced in 2017 and the South Boat Ramp was replaced in 2022. In addition, Tribal members access marine activities from many County Roads. Tribal members require access to the shoreline to reach their usual and accustomed (U&A) fishing and shellfish harvest areas. Long Range Transportation Plan September 2026 Update September 2026 Page 57 KH 090225140 2.2.8 Non-motorized Facilities In the last five years, several pedestrian facilities have been constructed on the Reservation. However, there is still a need to provide additional pedestrian facilities to provide safe access throughout the community. Pedestrian safety is of utmost priority to PGST, and this is reflected in the Priority List. Series “3000” routes on the Reservation are pedestrian and mixed-use facilities. Proposed routes are included in the TTP to qualify for funding through the BIA. Funding has been received in the past from the WSDOT Pedestrian & Bicycle Safety Program to construct a portion of the mixed-use route along Little Boston Road. 2.2.9 Public Transit Kitsap Transit The public transit provider in Kitsap County is Kitsap Transit. Currently, Kitsap Transit does not provide direct service to the Reservation. However, Kitsap Transit Routes 307 and 391 provide daily service to the Kingston area along Miller Bay Road and SR-104 (See Figure 2-3 and Figure 2-4). A park & ride is located at "George's Corner" at the intersection of SR-104 and Hansville Road and is served by Bus Route #391 and #307. Figure 2-3: Kitsap Transit Route #307 Long Range Transportation Plan September 2026 Update September 2026 Page 58 KH 090225140 Figure 2-4: Kitsap Transit Route #391 Long Range Transportation Plan September 2026 Update September 2026 Page 59 KH 090225140 Route #391 Kingston/Bainbridge operates weekdays between the Kingston ferry terminal and the Bainbridge ferry, and Route #307 Kingston/North Viking Ferry provides service between Poulsbo and Kingston. Kitsap Transit also makes connections with Jefferson County Transit in Poulsbo for service to Port Townsend and Port Ludlow. All bus schedules are coordinated with morning and evening commuter ferries. Kitsap Transit provides vanpools for peak hour commuters and offers the "Worker/Driver Program". This service is designed to transport employees to and from various worksites, with the route ending at the driver's place of employment. Worker/Driver Port Gamble Route originates at “George’s Corner” park and ride and transports employees to Charleston Base. As reported in the 2022-2027 Transit Development Plan, Kitsap Transit provided countywide mobility service through the use of fixed route service, ACCESS buses, VanLink social service agency vanpools, worker/driver service, general public dial-a-ride service, ondemand and foot ferry service where applicable. Public Transportation (Transit) on Indian Reservations In 2012, PGST prepared a Transit Study Plan with funds from a Transit Planning Grant from the Federal Transit Administration (FTA). The purpose of this study was to analyze and recommend a comprehensive system of transit alternatives that best meet the needs of the Tribal community over the next five years. This study identified the transit alternatives available to PGST, described the preferred alternative, and presented a plan for implementation of that preferred alternative. The goals of the federal Tribal Transit Program are: 1) to enhance the access of public transportation on and around Indian reservations in nonurbanized areas to health care, shopping, education, employment, public services, and recreation; 2) to assist in the maintenance, development, improvement, and use of public transportation systems in rural and small urban areas; 3) to encourage and facilitate the most efficient use of all federal funds used to provide passenger transportation in nonurbanized areas through the coordination of programs and services; and 4) to provide for the participation of private transportation providers in nonurbanized transportation to the maximum extent feasible. As with many tribes, PGST is looking at the efficacy of coordinating transit service to support its community. The Reservation is currently within the Kingston on-demand service area and the on-demand fast ferry commuter service area. Tribal and community members would benefit from links to surrounding areas for business, employment, medical, and educational trips. The plan determined that a two-phase program would best meet the Long Range Transportation Plan September 2026 Update September 2026 Page 60 KH 090225140 needs of PGST. Phase I includes coordination and utilization of existing services, both those available through Kitsap Transit and the various departments within the PGST. Phase II recommends an extension of Kitsap Transit service, to be negotiated with the agency directly. Phase II is subject to transit demand, funding availability, and negotiations with Kitsap Transit. 2.2.10 Shuttles, Vans, and Shared Rides PGST operates a van for elderly pickup. This is an example of a Tribally owned and operated transportation option. The Youth Services program is also seeking funding for a van to serve the youth population. 2.3 Collision History Collision data for the PGST was requested from WSDOT, which maintains a database of collisions occurring in all of the State. Collision data was requested from WSDOT for the PGST Reservation as well as major roadways leading to the Reservation for the years 2021 through 2025. The data represents all reported, vehicle-involved collisions. A total of 192 crashes were reported from 2021 to 2025, which included one fatal crash, eight major injury crashes, and 183 other injury type collisions. It should be noted that historically, reservation collisions across the nation are significantly under reported. 2.3.1 Collision Locations A total of 192 crashes were reported from 2021 to 2025. Figure 2-5 shows the location of crashes within the study area over the five-year period as a heat map. The heat map indicates Hansville Road has a high concentration of crashes, particularly at the intersections of SR-104, 288th Street, Little Boston Road NE, and Eglon Road. The intersection of SR-104 and 288th Street also has a high concentration of crashes based on the heat map. All these locations are discussed in further detail in the report. Long Range Transportation Plan September 2026 Update September 2026 Page 61 KH 090225140 Figure 2-5: Collision Heat Map Long Range Transportation Plan September 2026 Update September 2026 Page 62 KH 090225140 2.3.2 Collision Severity The collisions within the PGST Reservation as well as major roadways leading to the Reservation were analyzed based on crash severity. Table 2-3 summarizes the number of collisions per year by severity. Figure 2-6 shows the location of collisions by severity. Table 2-2: Collision Severity Severity 2021 2022 2023 2024 2025 Total (K) Fatal Injury 0 0 0 0 (A) Suspected Major Injury 1 4 5 17 27 1 7 8 26 42 2 9 4 23 38 10 6 26 42 1 4 8 5 25 43 1 8 38 28 117 192 (B) Suspected Minor Injury (C) Possible Injury (O) PDO / No Injury Total The collision data shows there was one fatal injury collision (0.5% of collisions), eight suspected major injury collisions (4% of collisions), 38 suspected minor injury collisions (20% of collisions), 28 possible injury collisions (14% of collisions), and 117 no apparent injury/property damage only collisions (61% of collisions). Table 2-3 summarizes the number of crashes based on severity at the intersections with the most reported crashes. Table 2-3: Key Intersection Collision Severity Major Minor Possible PDO / No Injury Injury Injury Injury 0 0 1 0 4 5 0 0 0 0 2 2 0 0 2 2 3 7 0 0 5 9 21 35 0 1 0 1 5 7 Fatal Hansville Road NE at Eglon Road Hansville Road NE at Little Boston Road NE Hansville Road NE at 288th St Hansville Road NE at SR-104 SR-104 at 288th St Total The intersection of Hansville Road NE at SR-104 had 35 crashes reported at the intersection over a five-year period. However, the table shows zero crashes were fatal or major injury. Long Range Transportation Plan September 2026 Update September 2026 Page 63 KH 090225140 The calculated crash rate in Million Entering Vehicles (MEV) for the intersection is included in Table 2-4. Table 2-4: Key Intersection Collision Rates Total Years 5 28391 5 0.97 2 129582 5 0.08 7 120271 5 0.32 35 212602 5 0.90 7 84691,3 5 0.50 Collisions Hansville Road NE at Eglon Road Hansville Road NE at Little Boston Road NE Hansville Road NE at 288th St Hansville Road NE at SR-104 SR-104 at 288th St Collision Volume Rate (MEV) 1 Calculated using average daily trips (ADTs) provided in Section 2.4.3 Calculated by multiplying peak hour turning movement counts by K factor 3 Calculated using WSDOT provided ADT 2 The Collision rate, which adjusts for total entering traffic volumes, shows a MEV of 0.90 for the intersection of Hansville Road NE at SR-104. Typically, a rate of less than 1.0 and a frequency less than 10 collisions a year at a signalized intersection would indicate that additional analysis is not required. However, this intersection is very close to both those general guidelines. Additionally, the capacity review indicated the SR-104 at Hansville intersection expected to fail standard level of service thresholds within about 10 years. This intersection should be placed on the 6-year TIP for an updated intersection control evaluation (ICE) for safety and capacity. The intersection of Hansville Road NE at Eglan Road has the highest collision rate of the study intersections but is still below the 1.0 significance rate. Additionally, the intersection of Hansville Road NE at Eglan Road has a collision frequency of 1.0 collisions per year, which is well below the 5 per year frequency normally used as a concern measure for unsignalized intersections. This should undergo periodic collision history monitoring and be evaluated further in the next strategic safety plan update. Long Range Transportation Plan September 2026 Update September 2026 Page 64 KH 090225140 Figure 2-6: Collision Severity Map Long Range Transportation Plan September 2026 Update September 2026 Page 65 KH 090225140 2.3.3 Collision Type The number of collisions by type are summarized in Figure 2-7. The data shows the top collision types are fixed object (28% of collisions), rear end (26% of collisions), roadway departure (12% of collisions), angle (12% of collisions), and left-turn (8% of collisions). Figure 2-8 illustrates the top collision types by location. A majority of the rear end and leftturn collision types occur along Hansville Road. The high number of fixed object and highway departure should be further evaluated in the next strategic safety plan or a road safety audit for the entire length of Hansville north of SR-104 and Little Boston Road to identify specific location improvements that would reduce fixed object and roadway departure collisions. Figure 2-7: Collision Type Active transportation road users include people walking and those riding bicycles. Of the 192 reported collisions, three collisions were active transportation related. One collision involved a major injury with a pedestrian, one collision involved a major injury with a pedal cyclist, and one collision involved a minor injury crash with a pedal cyclist. Figure 2-9 illustrates the active transportation related crashes by location and severity. The three active transportation crashes occurred on Hansville Road between Little Boston Road NE and 288th Street. Long Range Transportation Plan September 2026 Update September 2026 Page 66 KH 090225140 Figure 2-8: Top Collision Types Long Range Transportation Plan September 2026 Update September 2026 Page 67 KH 090225140 Figure 2-9: Active Transportation Collisions Long Range Transportation Plan September 2026 Update September 2026 Page 68 KH 090225140 2.3.4 Fatal and Major Injury Collisions Of the 192 reported crashes within the PGST Reservation, as well as major roadways leading to the Reservation, one collision involved a fatal injury, and eight collisions involved a major injury. Table 2-7 summarizes the reported fatal and major injury collisions. Figure 2-10 shows the fatal and major injury collisions by location. There are no specific clusters of fatality or major collisions, thus no specific trends. Table 2-5: Fatal and Major Injury Summary Date 8/6/2025 1/1/2021 7/12/2022 3/24/2023 10/19/2023 1/2/2025 5/19/2025 7/16/2025 10/3/2025 Location Severity Hansville Road north of (K) Fatal 288th Street Injury Hansville Road NE at (A) Major Evening Star Lane Injury SR-104 at 288th Street Collision Type Secondary Contributing Contributing Factor Factor Other Pedal cyclist Contributing - Circ Not Listed Under Pedestrian Influence of - Alcohol (A) Major Left turn Injury Hansville Road NE at (A) Major QC Opposite Sunnywoods Lane Injury Direction Hansville Road NE north (A) Major of Ohman Road Injury Hansville Road NE north (A) Major of Hunt Club Lane Injury Hansville Road NE north (A) Major Roadway of Ohman Road Injury Departure Hansville Road NE north (A) Major Parked of Eglon Road Injury Vehicle Hood Canal Place at (A) Major Hood Canal Drive Injury Fixed Object Improper Turn/Merge - Other Under Contributing Influence of Circ Not Listed Drugs Apparently Ill - Other Head on Contributing - Circ Not Listed Fixed Object Long Range Transportation Plan September 2026 Update Primary Other Contributing - Circ Not Listed Other Contributing Apparently Ill Circ Not Listed Under Exceeding Influence of Stated Speed Alcohol Limit September 2026 Page 69 KH 090225140 Figure 2-10: Fatal and Major Injury Collisions Map Long Range Transportation Plan September 2026 Update September 2026 Page 70 KH 090225140 2.3.5 Collision Trends The reported collision contributing factors are summarized in Figure 2-11. The top contributing factors for collisions within the PGST Reservation, as well as major roadways leading to the Reservation, are distraction (19% of collisions), alcohol impairment (13% of collisions), exceeding speeds (9% of collisions), vehicle failing to yield right-of-way (7% of collisions), drowsiness (6% of collisions), and vehicles following too closely (6% of collisions). The top contributing factors indicate high-risk behavior by drivers contributing to collisions. When the Tribe updates their Strategic Safety Plan, additional public input will be evaluated with the collision data to determine appropriate enforcement engineering, education/encouragement and emergency services options to improve the traveling public’s safety on the Reservation and its approach roads. Figure 2-11: Collision Contributing Factors Long Range Transportation Plan September 2026 Update September 2026 Page 71 KH 090225140 2.4 Existing Traffic Operations 2.4.1 Analysis Parameters Congestion at intersections and along roadways is generally measured in terms of level of service (LOS). Level of Service is a qualitative term describing operating conditions a driver will experience while traveling on a particular road or highway during a specific time interval. In accordance with the Transportation Research Board’s Highway Capacity Manual (HCM), 7th Edition, road facilities and intersections are rated between LOS A and LOS F, with LOS A being free flow and LOS F being forced flow or over-capacity conditions. The County has established the following performance standards: 85% of the County Road lane miles in the transportation network must be at or below maximum LOS/volume-to-capacity standards. Conversely, 15% of the lane miles will be permitted to exceed LOS/volume-to-capacity standards. A roadway will be considered deficient when the average for the link falls below LOS D in urban areas and LOS C in rural areas. For the purposes of this study, the County roads and intersections providing direct access to the Reservation were reviewed to determine what improvements may be needed to meet the stated goals of the LRTP. 2.4.2 Traffic Volumes The traffic volumes used in the analysis were collected from multiple sources. These traffic volumes were used for the base-year operations analysis, and as the basis for futureyear traffic volume projections. Traffic count data is collected by WSDOT for state routes and is available online through the WSDOT Traffic count data webpage. Traffic count data for County roads were provided by the County for the following locations and dates: ⚫ Hansville Road between North of Eglon Road and SR-104 (April 2026) ⚫ Hansville Road North of Buck Lake Road (November 2023) ⚫ Twin Spirits Road East of Hood Canal Drive (2019) ⚫ Gamble Bay Road North of Grove Lane (June 2025) ⚫ 288th Street West of Hansville Road (April 2026) ⚫ Hansville Road Little Boston Analysis Report (2025) Long Range Transportation Plan September 2026 Update September 2026 Page 72 KH 090225140 Existing turning movement counts at the following intersections were collected by the independent count firm Traffic Data Gathering (TDG) in April 2026: ⚫ Little Boston Road NE at NE Boston Lane ⚫ Little Boston Road NE at Admin Center North Driveway ⚫ Little Boston Road NE at Admin Center South Driveway ⚫ Hansville Road NE at Casino South Driveway ⚫ SR-104 at Hansville Road NE In addition, traffic counts collected in June 2025 for the Hansville Road Little Boston Road Analysis Report (Transpo Group, 2025) were used in the analysis of this report, relevant count data from the original report included in Appendix E. The traffic data collected in 2019, 2023, and 2025 is still relevant in 2026. Growth on the Reservation has not increased enough to have a measurable impact on older traffic data. The existing 2026 PM peak hour volumes are shown in Figure 2-12.Traffic count data is provided in Appendix E. 2.4.3 Roadway Operations The current operation of the Reservation roadway network has been assessed using a link capacity analysis. Each roadway in Kitsap County has an assigned maximum vehicle carrying capacity for ADT. The capacity was assigned based on the revised Florida Department of Transportation (DOT) System Planning Office Capacity Tables. These capacities represent land use assessment that is either urban, rural, or rural transitioning to urban. Roadway link LOS analysis is used to assess if facilities are meeting the LOS standards. Roadway travel volumes are compared to roadway capacity to develop the volume-tocapacity (V/C) ratio. The V/C ratios relate directly to measures of LOS as shown in Table 2-6. Table 2-6: Roadway Level of Service Criteria V/C Ratio Range LOS .60 and below A .60 to .69 B .70 to .79 C .80 to .89 D .90 to .99 E 1.00 and above F Long Range Transportation Plan September 2026 Update September 2026 Page 73 KH 090225140 Figure 2-12: Existing Weekday 2026 PM Peak Hour Volumes Long Range Transportation Plan September 2026 Update September 2026 Page 74 KH 090225140 Table 2-7 provides a summary of the current roadway LOS for Hansville Road, which is the main access to the Reservation, and other approach roads to the Reservation. The reserve c [Text truncated at 120,000 characters. The full text is on the page linked above.] --- Source: Frix Law Library, https://www.frixlaw.com/law-library/documents/tribal%3Aport_gamble_sklallam%3A0237dae04dfa4a69. Public record. Not legal advice.