< Previous3Transportation System Assessment3. Transportation System AssessmentCORRIDOR MANAGEMENT PLAN Introduction All of the Cascade Loop Scenic Byway routes are state highways, managed according to applicable standards, best practices, and policies by WSDOT. The entire journey around the Cascade Loop allows for safe and enjoyable travel for all types of vehicles (including larger recreational vehicles). WSDOT is responsible for over 7,000 miles of highway in Washington state, and the Cascade Loop Scenic Byway, at 440 miles, makes up more than 5 percent of the total system. The highway routes in each Cascade Loop region are listed below. Region 1 State Route (SR) 525, also known as the Mukilteo Speedway, from the Mukilteo ferry terminal to the junction with SR 526 (Snohomish County) SR 526, also known as the Boeing Freeway, from SR 525 to the junction with Interstate 5 (Snohomish County) Interstate 5, from the junction with SR 526 to US Highway/SR 2 in the vicinity of Everett (Snohomish County) US Highway/SR 2 from the junction with Interstate 5 to Sultan (Snohomish County) US Highway/SR 2 is known as the Stevens Pass Greenway, a designated National Scenic Byway and Washington State Scenic and Recreational Highway, from Monroe to Peshastin Region 2 US Highway/SR 2 from Sultan to Coles Corner (Snohomish County, King County, Chelan County) This is still part of the Stevens Pass Greenway, a National Scenic Byway) This chapter describes the transportation system of the Cascade Loop Scenic Byway including management policies and practices by the Washington State Department of Transportation (WSDOT). Existing conditions for each highway route in the nine regions are addressed in this chapter, as well as opportunities for enhancing the multi-modal traveler experience, including promotion of side tour routes and improving conditions for bicycling throughout the Loop. State Highway Management Region 3 US Highway/SR 2 from Coles Corner to Cashmere (Chelan County) Stevens Pass Greenway continues in this region to Peshastin US Highway/SR 97 overlaps with US Highway/SR 2 from the point where the two highways join between Peshastin and Dryden, known as the “Big Y”. (Chelan County) This overlap continues east, beyond the Cascade Loop, to Spokane and all the way to Michigan Region 4 US Highway/SR 2 (also US Highway 97), from the eastern outskirts of Cashmere to the junction with US Highway 97 Alternate (SR 97A) just northwest of Wenatchee (Chelan County) US Highway/SR 97A north to the junction of SR 971 (Chelan County) —US Highway (SR 97A extends north from northwest of Wenatchee along the west side of the Columbia River and is the designated route of the Cascade Loop Scenic Byway, while US Highway/SR 97 [also US Highway 2] extends north along the east side of the Columbia River in Douglas County.) Region 5 US Highway/SR 97A from the junction with SR 971 to the merge point with US Highway/SR 97 north of Chelan (Chelan County) Region 6 US Highway/SR 97 from the merge point with US 97A north of Chelan to the junction with SR 153 at Pateros (Chelan County, Okanogan County) SR 153 from Pateros to the junction with SR 20, south of Twisp (Okanogan County) SR 20 from the junction with SR 153 at milepost 204.09 to milepost 170 east of Mazama (Okanogan County) SR 20 is the North Cascades Scenic Highway, a designated National Forest Scenic Byway and a Washington State Scenic and Recreational Highway from milepost 204.09 to milepost 66.29 (at Sedro-Woolley) 81CASCADE LOOP SCENIC BYWAY 3. Transportation System Assessment Region 7 SR 20 from milepost 170 east of Mazama to milepost 78 (approximate) in the vicinity of Hamilton (part of the designated North Cascades Scenic Highway) (Whatcom County, Skagit County) Region 8 SR 20 from milepost 78 (approximate) in the vicinity of Hamilton, continuing west past Interstate 5, and turning south at Sharpes Corner to the end of Fidalgo Island and the start of the Deception Pass Bridge (designated as the North Cascades Scenic Highway from milepost 78 to milepost 66.29 at Sedro-Woolley) (Skagit County) Vehicles driving across the Deception Pass Bridge on SR 20 Region 9 This region includes SR 20 from the Deception Pass Bridge to the Keystone Ferry Terminal and junction with SR 525 from the junction with SR 20 south to the Clinton Ferry Terminal and continuing on the Marine Highway Route 525 across the ferry passage to the Mukilteo Ferry Terminal. (Island County) This route is part of the Whidbey Scenic Isle Way, a designated Washington Scenic and Recreational Highway/Scenic Byway. Washington State Ferries (WSF) operates the marine highway passage from Clinton to Mukilteo and from Keystone to Port Townsend. See more about WSF later in this chapter. All marine highway routes in Washington are officially designated Washington State Scenic and Recreational Highways/Scenic Byways. 823. Transportation System AssessmentCORRIDOR MANAGEMENT PLAN WSDOT is the managing agency for state highway routes in Washington, and all roads of the Cascade Loop Scenic Byway are state highways under the jurisdiction of WSDOT. Washington State Ferries (WSF) is responsible for marine highway routes that ferries travel, providing passenger and auto service. WSDOT has extensive management policies and practices in place to ensure that the state highway system is maintained as a safe, effective, and functional network, while also enhancing quality of life and protecting the environment. The Cascade Loop Scenic Byway is located within the Northwest and North Central WSDOT regions. WSDOT manages the state system in accordance with the Washington Transportation Plan (WTP), 2030, which is the overall system plan for multi-modal transportation. The 2030 WTP plan was adopted in 2010, and WSDOT is currently working on the 2035 WTP update. The WTP is based on six transportation policy goals established by the state legislature: ECONOMIC VITALITY: To promote and develop transportation systems that stimulate, support, and enhance the movement of people and goods to ensure a prosperous economy. PRESERVATION: To maintain, preserve, and extend the life and utility of prior investments in transportation systems and service. SAFETY: To provide for and improve the safety and security of transportation customers and the transportation system. MOBILITY: To improve the predictable movement of goods and people throughout Washington state. ENVIRONMENT: To enhance Washington’s quality of life through transportation investments that promote energy conservation, enhance healthy communities, and protect the environment. STEWARDSHIP: To continuously improve the quality, effectiveness, and efficiency of the transportation system. Other focus areas of WSDOT include practical design, performance and accountability, and sustainable transportation. WSDOT views sustainable transportation as a durable, adaptable, and integrated statewide transportation system that supports Washington’s economy, preserves the environment, and enhances communities. The WSDOT system is a strategically managed and operated system that meets society’s present needs without compromising the ability of future generations to meet their own needs. WSDOT Management and Washington’s Transportation Plan Mount Index and the SR 2, Stevens Pass Greenway 83CASCADE LOOP SCENIC BYWAY 3. Transportation System Assessment State Bicycle and Pedestrian Planning and Priorities The Washington State Department of Transportation adopted the Washington State Bicycle Facilities and Pedestrian Walkways Plan for 2008-2027. The purpose of the plan is to identify strategies for: Improving connections Increasing coordination Reducing traffic congestion The plan calls for an assessment of statewide bicycle and pedestrian transportation needs and satisfies the federal requirement for long-range pedestrian and bicycle planning identifying goals and policies, including an intent to improve conditions for bicycling and walking statewide, to decrease collisions by five percent per year for the next twenty years, and to double the level of bicycling and walking in Washington in the next 20 years. Key objectives include: Bicycling around the Cascade Loop Scenic Byway Consistent with these policies and its own objectives to provide a range of green travel options for visitors, the Cascade Loop seeks to work with partners and WSDOT to develop a system of bicycling routes and trails around the entire Loop, which will be implemented over time. This system is envisioned as a series of bicycling shoulders of sufficient width, shared use paths within the right-of-way, and side trips on local roads and paths to serve bicyclists all around the Loop. In many areas, bicycling facilities already exist, and bicyclists travel the Loop either by traveling the main route or using side routes. Cyclists on SR 20 between Mazama and North Cascades National Park PRESERVATION: Ensure no net loss in pedestrian and bicycle safety and mobility. SAFETY: Target safety investments toward known risk factors for pedestrians and bicyclists. MOBILITY: Increase bicycling and pedestrian transportation choices. ENVIRONMENT: Walking and bicycling will be part of Washington state’s strategy to improve public health and address climate change. STEWARDSHIP: Improve the quality of the transportation system by improving transportation access for all types of pedestrians and bicyclists to the greatest extent possible. 843. Transportation System AssessmentCORRIDOR MANAGEMENT PLAN The Cascade Loop Scenic Byway includes multiple state highway routes. Highway safety is an important concern for local and state officials as well as residents and travelers of the byway. Statistics related to accidents and collisions are collected, recorded, and analyzed regularly by WSDOT, in cooperation with the Washington State Patrol and others. In a review of accident and collision data collected for the Cascade Loop Scenic Byway routes, there do not appear to be specific problem areas that need attention. WSDOT is continually evaluating traffic management and safety improvement needs on these routes and programming capital improvements for funding on an as needed basis. For example, WSDOT has been specifically evaluating some of the more congested segments of routes around the Cascade Loop (such as US Highway/SR 2 west of Sultan and in the Wenatchee vicinity, and US Highway/SR 20 from Sedro-Woolley to Whidbey Island), to determine if additional improvements are needed to maintain safety. Over the past ten years some of the typical causes for accidents and collisions have included: Motorists exceeding reasonably safe speeds, particularly at night and during snow and ice events Incidents at intersections and driveways Incidents with wildlife, including deer, elk, and bear, (particularly throughout SR 153) Driver-caused incidents, including impairment, failing to grant right of way to other vehicles, driver distractions, and following too closely Traffic congestion is fairly minimal around the Cascade Loop Scenic Byway except in some of the more urban areas. Even in these areas, congestion is not typically at a level that causes significant delay or inconvenience. On Sunday evenings, particularly during the summer, traffic levels on US Highway/SR 2 and US Highway SR 20 increase and there can be some rolling slow-downs periodically as people return from the mountains to the urban areas of the Puget Sound Region. This can also occur on weekends in the winter as skiers and snowboarders return via US Highway/SR 2. Cascade Loop Scenic Byway routes are well-maintained year-round in accordance with required standards. Highway routes are open year-round except for a portion of US Highway/ SR 20, which is closed for the winter. Motorists who follow speed limits and cautionary signs along the routes will find that the highways are some of the best roads for travel in the region, including the mountainous sections. Safety Assessment Hikers at Blue Lake in the fall, before the SR 20 winter closure 85CASCADE LOOP SCENIC BYWAY 3. Transportation System Assessment Functional classification is the categorization of highways and streets according to the character of traffic service that they are intended to provide. Classifications are referenced for transportation planning and design purposes. Basic to this process is the recognition that most travel involves movement through a network of roads. Comprehensive transportation planning, an integral part of economic and social development, uses functional classification to determine how travel can be channelized in a logical and efficient manner within the network. Functional classifications help to define how each particular route within the network should serve the expected flow of trips. For the Cascade Loop Scenic Byway, four functional classifications are applicable and shown on the map on page 89. These classifications call for design standards that can serve the amount of traffic expected. For the Cascade Loop Scenic Byway, the four classifications of highway are suitable for carrying traffic related to commerce and daily transportation needs, as well as traffic related to tourism. These classifications are described below starting with corridors that carry the most traffic to those that carry lesser levels of traffic on a regular basis. INTERSTATES—The highest classification of Arterials designed and constructed with mobility and long-distance travel in mind. Since its inception in the 1950s, the interstate system has provided a superior network of limited access, divided highways offering high levels of mobility while linking major urban areas of the United States. Interstate 5 is classified as “Interstate” throughout Washington, including the short segment that is part of the Cascade Loop Scenic Highway. OTHER FREEWAYS AND EXPRESSWAYS—These are roadways that look very similar to Interstates with directional travel lanes that are usually separated by some type of physical barrier, and with access and egress points that are limited to on- and off-ramp locations or a very limited number of at-grade intersections. Like Interstates, these roadways are designed and constructed to maximize their mobility function, and abutting land uses are not directly served by them. SR 526, and portions of US Highway/SR 2 (from the I-5 junction to southwest of Snohomish and from the US Highway/SR 97 junction to Wenatchee) are classified as “Other Freeways and Expressways.” Portions of US Highway/SR 97 from Chelan to the junction with SR 153, as well as SR 20 from just west of I-5 to Sharpes Corner also have this classification. OTHER PRINCIPAL ARTERIALS—These roadways serve the major centers of metropolitan areas, provide a high degree of mobility, and can also provide mobility through rural areas. On the Cascade Loop Scenic Highway, US Highway/SR 2 from southwest of Snohomish to the junction with US Highway/SR 97 has this classification. A portion of US Highway/SR 97 also has this classification north of Chelan and south of the SR 153 junction. Segments of SR 20 from the SR 9 junction to just west of I-5 and from Sharpes Corner across Fidalgo Island and south across Whidbey Island, and SR 525 from the SR 20 junction south to Clinton and from Mukilteo to the SR 526 junction also are classified as “Principal Arterials.” MINOR ARTERIALS—These roadways serve geographic areas with less population and traffic than Arterials counterparts, and they offer connectivity to the higher system of Arterials. On the Cascade Loop Scenic Byway, US Highway/SR 97A from Wenatchee north to the junction with US Highway/SR 97, SR 153, and SR 20 from the SR 153 junction to the SR 9 junction are classified as “Minor Arterials.” Functional Classifications of the Highway Routes View of SR 20 from Washington Pass Overlook 863. Transportation System AssessmentCORRIDOR MANAGEMENT PLAN Washington State Map of Scenic & Recreational Highways Around the Cascade Loop Note: the numbers in boxes correspond to the state's scenic byway fold-out map, which describes individual byways. Go to: http://www.wsdot.wa.gov/localprograms/scenicbyways/ for more information. 87CASCADE LOOP SCENIC BYWAY 3. Transportation System Assessment §¨¦ 90 §¨¦ 82 §¨¦ 5 § ¨¦ 205 §¨¦ 182 §¨¦ 405 £¤ 101 £ ¤ 12 £¤ 2 £ ¤ 195 £¤ 395 £ ¤ 97 £ ¤ 730 £¤ 12 £¤ 395 £¤ 12 £¤ 2 £¤ 97 £¤ 97 UV 25 UV 21 UV 155 UV 14 UV 410 UV 20 UV 23 UV 129 U V 112 UV 142 UV 172 UV 124 UV 508 UV 530 UV 153 U V 24 UV 542 UV 243 UV 231 UV 261 UV 6 U V 31 U V 4 UV 28 U V 221 UV 161 UV 105 UV 141 UV 26 UV 262 UV 109 UV 3 UV 503 UV 507 UV 525 UV 504 UV 291 UV 27 U V 194 UV 240 UV 106 U V 821 UV 17 UV 174 UV 165 UV 103 U V 125 UV 127 UV 904 UV 241 UV 272 UV 7 UV 10 UV 260 UV 500 UV 211 UV 206 UV 283 U V 971 UV 22 UV 505 UV 202 UV 11 U V 548 UV 706 U V 510 UV 305 U V 9 UV 902 UV 401 UV 411 U V 169 UV 225 UV 18 UV 547 UV 119 UV 19 UV 173 UV 8 UV 506 U V 224 UV 290 UV 113 UV 903 UV 702 U V 263 UV 544 U V 104 UV 123 UV 271 UV 546 UV 522 UV 150 UV 281 UV 107 UV 110 UV 122 UV 108 UV 970 U V 121 UV 502 UV 539 UV 397 UV 270 UV 16 UV 167 UV 512 UV 432 UV 501 UV 292 UV 278 U V 536 UV 534 UV 215 U V 282 UV 823 UV 207 U V 526 UV 409 U V 223 UV 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Kennewick Waitsburg Grandview Benton City Castle Rock Prescott Ilwaco Sunnyside Granger West Richland Richland Long Beach Toppenish ClarkstonToledo Wapato Winlock Morton Colton Moxee Union Gap Pe Ell Mesa Kahlotus Selah Raymond Connell Naches Pullman Centralia Washtucna La Crosse Oakville Othello Eatonville Westport Palouse Yelm Lind Warden Kittitas Ocean Shores Elma Aberdeen McCleary George St. John Oakesdale Cle Elum Enumclaw Tekoa Quincy Rosalia SpragueOdessa Soap Lake Spangle East Wenatchee Rockford Harrington North Bend Cheney Cashmere Leavenworth Bremerton Coulee City Bellevue Reardan Liberty Lake Millwood Entiat Spokane Valley Skykomish Wilbur Mansfield Chelan Monroe Forks Coulee Dam Deer Park Pateros Springdale Sequim Brewster Nespelem Arlington Darrington Chewelah Twisp Omak Winthrop Anacortes Sedro- Woolley Concrete Kettle Falls Tonasket Metaline Falls Ferndale Northport Oroville Lynden Sumas Kalama Vader Mossyrock Mattawa Moses Lake Roslyn Medical Lake Blaine Hoquiam Bridgeport YAKIMA OKANOGAN KING GRANT LEWIS CHELAN FERRY STEVENS ADAMS CLALLAM LINCOLN SKAGIT KITTITAS PIERCE WHATCOM WHITMAN BENTON JEFFERSON DOUGLAS SPOKANE SNOHOMISH KLICKITAT SKAMANIA PACIFIC MASON GRAYS HARBOR COWLITZ FRANKLIN PEND OREILLE CLARK ASOTIN WALLA WALLA COLUMBIA KITSAP THURSTON ISLAND GARFIELD SAN JUAN WAHKIAKUM , 20 10 40 30 20 10 20 10 20 10 10 10 10 20 10 10 10 30 10 90 10 10 40 20 30 40 30 40 30 90 80 70 60 60 50 40 30 20 70 80 70 60 40 50 30 20 50 20 20 30 90 40 10 10 30 30 20 10 90 70 60 50 40 50 40 30 20 90 60 50 40 30 60 40 30 10 10 30 20 10 20 10 10 10 20 30 10 90 80 70 60 50 40 90 80 70 60 50 40 30 10 70 60 50 80 70 60 50 40 20 10 10 90 80 20 10 90 80 70 60 50 40 30 20 90 30 20 20 10 10 20 30 20 70 60 50 40 20 20 10 60 50 40 30 20 10 80 70 90 80 70 60 50 40 30 20 50 40 30 20 80 70 60 50 40 30 20 10 10 90 80 70 80 70 60 50 40 30 20 60 50 40 30 20 10 10 10 60 50 40 30 20 10 40 30 20 10 40 30 20 10 90 10 10 10 10 10 70 60 50 40 30 20 10 20 10 10 20 10 60 50 40 30 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20.92 (539) 21.49 (174) 23.38 (205) 37.73 55.06 16.91(501) 88.36, 217.66 227.74 (174SP) Co. 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(24) 65.20 (170) 3.68 (28) 22.03 (97) 33.52 (97) 1.89 (5)14.21, (12)46.62 (821) 0.00 (503) 1.02 (260) 0.00 (17) 14.69 (285) 0.00 State Line State Line State Line State Line State Line (127) 0.03 State Line State Line (182) 0.00 (240) 0.00 (171) 0.00 (281) 0.00 State Line State Line State Line (4) 55.24, State Line (107) 0.00 (401) 0.00 State Line State Line State Line (128) 0.00 (27) 0.00B (26) 60.95 (28) 0.00B (124) 0.00 (503) 31.31 (4) 61.12, (21) 24.47 (27) 2.27B, (411) 1.79 (26) 31.17 (26) 1.02, (17) 96.57 (97) 76.36(131) 0.00 (12) 86.88, (290) 8.43 (9) 79.41,(9) 84.01, (542) 9.98 (112) 0.00 (115) 0.00 (109) 1.79 (100) 4.68 (101) 0.00 (409) 0.00 (506) 1.06 (506) 0.00 (433) 0.00 (97) 0.00B (197) 3.18 (970) 2.69 (150) 9.08 (150) 0.30 Co./Reg. (194) 0.00 (193) 0.51 (263) 0.00 (129) 0.00 State Line (125) 0.00 (730) 0.00 State Line (82) 75.37 (82) 114.40, (397) 0.00 (128) 0.51 (127) 9.83 (231) 28.11 (21) 37.78 (24) 79.64 (2) 163.23 (24) 30.76 (12) 97.69 (278) 5.50 (27) 68.95 (193) 3.09 (263) 9.24 (26) 25.32 (224) 0.00B (22) 22.96, (241) 0.00 (207) 4.38 (5) 265.98 (2) 119.92 (11) 14.11 (270) 9.89 (285) 0.28 (108) 4.18 (123) 7.50 (17) 95.06 (26) 60.80 (240) 36.05 (17) 98.30 (12) 66.54 (5) 68.41, (2) 139.85 (31) 26.79 (90) 33.29 (90) 52.61 (906) 0.30 (90) 52.26 (90) 85.86 (970) 0.00 (82) 19.88 (24) 43.79 (243) 0.00 (24) 43.98 (17) 21.80 (26) 40.58 (17) 39.77 (17) 35.60 (28)29.77, (2) 188.62 (2) 193.32, (155) 0.00 (2) 207.78 (25) 23.44 (21) 92.43 (28) 79.02 (21) 50.35 (23) 44.29 (26) 96.88 (26) 70.59 (27) 36.87 (27) 48.50 (274) 1.92 (23) 39.39 (90) 257.69 (2) 261.09, (2) 266.86 (231) 31.08 (2) 263.97, (2) 291.18 (2) 297.25 (2) 315.47 (2) 321.29 (2) 334.38, (5) 221.07 (20) 41.90 (20) 59.54 (5) 231.21, (11) 0.00 (5) 242.63 (5) 254.82 (5) 256.22 (546) 8.02 (5) 276.56 (82) 34.77 (97) 61.44 (22) 4.00, (22) 29.76 (22) 36.52 (125) 6.15 (197) 0.42 State Line (14) 75.87 (14) 66.41 (141) 4.69 (14) 63.48 (410) 69.21 (503) 27.87 (14) 21.77 (500) 5.96, (503) 0.00 (12) 21.30 (110SP) 7.80 (105) 30.28 (100) 2.95, (20) 47.89, (28) 4.25B, (241) 24.09 (241) 24.35 (24) 44.13, (24) 38.71, (82) 50.11, (281) 2.65, (195SP) 0.06 (502) 0.00 (504) 51.81 (21) 160.10 (21) 106.65 (195) 0.06, (195) 0.00B (542) 57.26 (90) 206.86 (395) 96.13 (90) 245.27 (23) 43.69, (90) 239.11 (195) 66.22 (90) 272.81 (195) 95.99 (2) 286.87, (90) 281.30 (2) 292.86, (292) 5.91, (20) 390.41, (31) 0.00 (20) 383.12 (25) 81.07, (231) 62.14 (231) 44.70 (291) 33.09 (262) 24.22 (17) 40.78, (17) 28.37, (395) 61.24 (260) 7.53, (260) 24.73 (260) 37.19 (261) 29.39 (26) 82.99, (261) 35.83 (127) 27.05 (195) 47.99 (195) 37.81, (272) 0.00 (12) 422.01 (12) 382.26 (12) 388.61 (12) 359.55 (395) 13.05 (82) 132.60 (14) 180.77 (225) 11.32 (243) 28.26 (20) 302.65 (20) 297.23 Co. / Reg. Bdy. (97) 336.48 (20) 232.81 (97) 253.38 (97) 246.97 (150) 12.06 (971) 15.02 (97) 213.00 (10) 88.29, (823) 4.74 (82) 37.84, (82) 58.51, (224) 9.90, (397) 11.23 (240) 43.17 (12) 295.30 (124) 44.98 (14) 83.53,(14) 63.52, (141) 29.30 (410) 42.76 (410) 65.75 (542) 22.91 (112) 61.08 (109) 40.46 (101) 87.66 (105) 48.76 (105) 25.72 (101) 67.18 (101) 28.89 (205) 27.05 (505) 0.00 (27) 87.70, (542) 14.57 (20) 145.46 (100) 0.06, (173) 10.80 (504) 14.72 Co. Bdy. (504) 46.82 (90)264.30, (902) 12.36 (119) 10.93 (103) 19.95 (110) 11.10 (2) 119.67, (21) 11.64, (505) 19.29 (2) 187.40, (547) 10.79 (261) 62.83 (90) 137.67 (291) 11.07 (539) 15.16 (20) 116.49 (21) 191.34 (25) 121.23 (17) 119.86 (17) 136.03(17) 135.84, (173) 0.00 (97) 163.72 (90) 110.86 (90) 137.43 (90) 191.89 (281) 10.55 (261) 15.20 (261) 15.04 (127) 10.00 (27) 15.08, (290) 18.38 (206) 15.39 (211) 15.19 (20) 421.48 (21) 162.66 (20) 162.54 (20) 157.40 (20) 148.12 (539) 12.54 (14) 167.25 (14) 152.24 (123) 0.00B (12) 138.60 Reg. Bdy. (12) 151.15 (706) 13.64 (505) 17.27 (501) 11.40 (14) 14.63, (141SP) 6.85 (109SP) 3.61 (109SP) 1.79 (100SP) 2.95 (100SP) 3.03 (20SP) 47.89 (174) 19.55, (90) 137.80, (101) 15.75, (503SP) 31.31 (503SP) 39.73 (195SP) 0.60 (281SP) 2.65 (195) 19.96, (194) 21.01, (195) 21.64 (395) 66.30 (260) 39.49, (240) 20.48, (97) 240.15, (97A) 239.64 (97) 235.10, (20SP) 55.67 (101) 83.17, (101) 89.02, (14) 101.02, (260) 25.01, (97A) 223.18 (101) 246.25 (101) 193.12 (101) 203.86 (97A) 199.83 (123) 16.34, (82) 112.79, (82) 131.59, (12) 434.00, (395) 229.64 (395) 241.89 (395) 270.26 (395) 183.69 (97) 260.42, (90) 175.99, (90) 149.78, (90) 221.96, (90) 220.78, (26) 116.92, (90) 270.55, (231) 45.42, (395) 164.50 (395) 190.58 (395) 202.43 (231) 75.16, (20) 354.33, (20) 342.08, (20) 305.24, (12) 357.59, (12) 335.92, (14) 101.44, (101) 148.03 (101) 184.62 (101) 144.35 (101) 151.43 (110SP) 10.47 (105SP) 34.34 (105SP) 30.28 (174SP) 19.55 (101AR) 10.04 (395) 241.61, (101) 242.61, (97A) 230.43, Internat'l Bdy. Internat'l Bdy. Internat'l Bdy.Internat'l Bdy.Internat'l Bdy.Internat'l Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. Co. / Reg. Bdy. (41) 0.41 State Line (4) 62.28, (5) 39.89 (5) 77.97, (6) 51.37 (101) 58.48, (6) 0.00 (2) 334.51 State Line, (7) 0.45, (508) 32.84 (9) 40.03, (534) 5.08 (9) 49.80, (538) 3.67 (9) 55.89, (20) 64.81 (9) 57.17, (20) 66.08 (4) 4.75, (401) 12.13 (4) 35.53, (409) 3.84 (5) 63.42, (505) 2.96 (97) 12.67, (142) 35.29 Internat'l Boundary (82) 30.38, (823) 0.02 (28) 46.63, (282) 0.00 (2) 221.54, (21) 91.78 (21) 55.83, (28) 93.72 (17) 7.43, (395) 45.89 (82) 3.27, (821) 25.21 (90) 54.70, (906) 2.65 (5) 250.75, (11) 21.28 (5) 21.09, (503) 54.38 (432) 6.10, (433) 0.94 (5) 60.91, (506) 11.53 (5) 49.84, (411) 13.48 (101) 59.67, (105) 0.00 (12) 202.75, (82) 31.38 (101) 13.38, (103) 0.00 (28) 42.09, (283) 14.86 (23) 66.01, (28) 118.12 (195) 62.64, (271) 8.48 (21) 92.95, (174) 40.66 (17) 50.75, (90) 179.45 (24) 30.45, (241) 25.21 (97) 292.32, (215) 6.24 (22) 35.74, (221) 26.07 (12) 307.46, (730) 6.08 (530) 67.71, (20) 97.69 (5) 276.21, (548) 13.85 (112) 23.12, (113) 9.98 (109) 16.11, (115) 2.28 (97) 291.24, (155) 80.47 (182) 15.19, (12) 291.67 (17) 112.22, (172) 35.08 (20) 261.95, (97) 314.83 (20) 233.31, (97) 286.18 (20) 204.09, (153) 30.74 (17) 144.29, (97) 265.21 (97A) 234.20, (150) 8.25 (12) 202.52, (823) 0.00B (124) 34.86, (125) 23.67 (26) 133.53, (195) 38.58 (97) 149.69, (970) 10.31 (10) 104.45, (97) 136.61 (90) 106.06, (97) 133.90 (155SP) 80.52, (215) 5.05 (90) 151.74, (281SP) 4.34 (12) 185.46, (410) 116.37 (155) 80.15, (155SP) 80.15 10 70 20 10 80 10 10 40 10 30 10 90 10 10 80 60 40 110 100 240 210 160 280 330 280 140 (155) (174) 25.71, Co. Bdy. Co. Bdy. Co. Bdy. Co. Bdy. (8) 6.03 (4) 8.91 (5) 20.29 Co. Bdy. (9)90.36, (27)86.62 (2)251.55 (7) 16.82 State Line State Line (224) 0.06B (14) 6.09, (432) 0.00 (5)226.40, (12) 38.84 (101) 9.41 (128) 0.39 (395) 18.93 (397) 7.24 (117) 1.40 (9) 97.50, (17) 95.99 (26) 42.58 (182) 6.04 (240) 34.87 (182) 3.83, (182) 4.95, (543) 1.09 (223) 3.81 (171) 3.82 (128) 2.24 (27) 52.98 (2) 250.76, (20) 436.91 (503) 8.09 (507) 5.44 (82) 26.59, (500) 6.98, Co. / Bdy. (2) 127.83, (101) 0.46, (21) 106.66 (100) 0.00, (395) 82.14 (90) 255.29 (90) 299.82 (90)289.87, (2) 220.88, (395) 55.08 (12) 434.19 (129) 42.55 (195) 22.39 (17) 53.91, (2) 189.08, (97) 234.87 (82) 82.34. (240) 32.02 (395) 20.59 (12) 294.70 (205) 26.59 (500) 20.37 (530) 52.75 (5) 230.16, (502) 7.56, (155) 28.36 (101) 11.57 (904) 16.96 (173) 11.99 (903) 10.06 (174) 19.69 (272) 19.23 (272) 16.78 (28) 131.18 (501) 19.88 (205) 30.90, (500) 4.76 (141SP) 4.69 (82) 102.53, (101AR) 9.41 (821) 0.29, (101) 83.72B, (12) 0.00 (101) 76.96, (395) 239.14 (395) 18.26, (182) 12.26, (260) 33.06, (12) 432.62, (90) 279.35, (12) 390.84B, (97A) 235.03, Internat'l BdyInternat'l Bdy. Co. / Reg. Bdy. (544)9.01 (2) 118.92, (285) 5.04 (5) 275.15 (543) 0.00 (432) 7.62, (411) 0.00 (17) 67.64, (282) 4.92 (17) 75.27, (28) 52.89 (12) 10.43, (107) 7.97 (5) 36.97, (432) 10.33 (12) 115.01, (131)2.07 (90) 282.25, (290) 0.07 (2) 283.22, (90) 277.73 (2) 104.72, (97) 185.02 (97) 291.48, (155) 79.91 (281SP) 4.21, (283) 0.00 (182) 14.37, (395) 22.72, 90 10 20 20 10 (395) 167.45, (395SP) 167.45 (395SP) 162.03 (2) 296.81, (395SP) 165.47 (213) 0.35 (97) 278.48, (213) 0.00 30 10 10 10 (27) 15.33, (272) 16.52 SEE PUGET SOUND MAP ³ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION GIS and Roadway Data Office STATE BASE MAP May 2013 1001020304050MILES 100102030405060KILOMETERS Mileposts WASHINGTON STATE HIGHWAY SYSTEM 2012 Milepost Data from 2012 State Highway Log (State Highway System as of December 31, 2012) FUT 395 is part of the future alignment of US Highway 395. It is assigned a Related Roadway Type of Spur, but is signed in the field as Future. Once complete, this section will become US Highway 395 Mainline. Washington State Highways - Milepost Map 883. Transportation System AssessmentCORRIDOR MANAGEMENT PLAN Washington State Department of Transportation Functional Classification Map for Cascade Loop Routes 89Next >