Return to Governor's Proposed Transportation Program table of contents
|
Urban/Rural Mobility Program Project List |
|
Governor's Transportation Revenue Proposal |
|
Dollars in Thousands |
|
State Route |
Project Title |
Phase |
Project Cost |
|
|
|
|
|
|
District 1 |
|
|
|
|
|
Intelligent Transportation Systems |
CN |
999.6 |
|
|
Reserve for 1997-99 Agency Request Projects |
|
|
|
5 |
State Route 161 Interchange & State Route 18 Interchange |
PE |
200.0 |
|
|
Design Analysis - Interchange Modifications |
|
|
|
5 |
Northbound Downtown Rechannelization |
CN |
1,088.8 |
|
|
Rechannelization ($17.8M Proviso) |
|
|
|
5 |
220th St SW to 44th Avenue W |
PE |
186.6 |
|
|
Northbound Auxiliary Lane |
|
|
|
5 |
196th St SW/SR524 Interchange |
PE |
100.0 |
|
|
Modifications - Phase B |
|
|
|
5 |
196th St SW/SR524 Interchange |
CN |
1,603.2 |
|
|
Modifications - Phase B |
|
|
|
5 |
196th St SW (SR524) Interchange Phase C |
RW |
42.8 |
|
|
Collector/Distributor Lanes |
|
|
|
5 |
128th St SW (SR524) Interchange |
PE |
26.4 |
|
|
Loop Ramps, HOV Bypass, Ramp Metering |
|
|
|
5 |
172nd St NE (State Route 531) Interchange |
RW |
1,338.0 |
|
|
Widen Structure to 5/6 Lanes |
|
|
|
5 |
172nd St NE (State Route 531) Interchange |
CN |
116.0 |
|
|
Widen Structure to 5/6 Lanes |
|
|
|
5 |
Anderson Road to Cook Road - Design Analysis |
PE |
135.0 |
|
5 |
Bellingham Vicinity - Major Investment Study |
PE |
750.0 |
|
9 |
State Route 522 to 228th St. SE Stage 1 |
RW |
591.5 |
|
|
Widen to Five Lanes |
|
|
|
9 |
228th St. SE to 212th St. SE |
RW |
540.7 |
|
|
Widen to Five Lanes - Stage 2 ($17.8M Proviso) |
|
|
|
90 |
Sunset Interchange Modifications |
RW |
2.0 |
|
|
Modify Existing Facility to Full Access |
|
|
|
96 |
Junction 35th Avenue SE |
CN |
100.0 |
|
|
Intersection Improvements |
|
|
|
99 |
State Route 99 N - Battery St. Tunnel to N. 205th |
PE |
248.5 |
|
|
Route Continuity Study |
|
|
|
99 |
King/Snohomish County Line to State Route 525 Vicinity |
CN |
2,231.0 |
|
|
Widening |
|
|
|
161 |
Jovita Boulevard to South 360th St/Milton Road South |
RW |
396.6 |
|
|
Widen to Five Lanes - Stage 2 ($17.8M Proviso) |
|
|
|
161 |
Jovita Boulevard to South 360th St/Milton Road South |
CN |
168.7 |
|
|
Widen to Five Lanes - Stage 2 ($17.8M Proviso List) |
|
|
|
202 |
Vicinity Redhook Brewery to NE 85th St. |
PE |
240.0 |
|
|
Planning Study - Widen, Channelization |
|
|
|
202 |
Elk Sammamish Parkway to Sahalee Way |
PE |
992.8 |
|
|
Additional Lanes |
|
|
|
405 |
I-405 Corridor Major Investment Study & Predesign |
PE |
414.1 |
|
509 |
I-5 to Des Moines Way 188th St. |
PE |
2,199.1 |
|
|
New Alignment |
|
|
|
520 |
State Route 520 Major Investment Study - I-5 to State Route 202 |
PE |
1,242.5 |
|
522 |
State Route 5 to State Route 405 Multi-Modal Project |
RW |
113.5 |
|
|
HOV Priority at Intersections ($17.8M Proviso) |
|
|
|
522 |
State Route 5 to State Route 405 Multi-Modal Project |
CN |
115.7 |
|
|
HOV Priority at Intersections ($17.8M Proviso) |
|
|
|
522 |
State Route 9 to Paradise Lake Road |
CN |
6,040.0 |
|
|
Widen to Four Lane Freeway New Interchange |
|
|
|
524 |
24th Avenue SW to State Route 527 Widen to Five Lanes |
CN |
797.8 |
|
|
Transportation Improvement Board Project - Snohomish Co |
|
|
|
525 |
Swamp Creek Park & Ride Lot Stage 2 |
PE |
210.6 |
|
|
Lot Expansion |
|
|
|
525 |
State Route 99 Interchange |
CN |
2,796.9 |
|
|
Construct Interchange, HOV Lanes |
|
|
|
525 |
State Route 99 to State Route 526 Widen to Four Lanes |
CN |
9,998.7 |
|
|
Transportation Improvement Board - Boeing |
|
|
|
527 |
164th St. SE to 132nd St. SE |
PE |
100.0 |
|
|
Widen to Five Lanes |
|
|
|
527 |
164th St. SE to 132nd St. SE |
CN |
1,172.8 |
|
|
Widen to Five Lanes |
|
|
|
527 |
132nd St. SE to 112th St. SE Widen to Three Lanes |
RW |
136.8 |
|
|
Transportation Improvement Board - Boeing |
|
|
|
542 |
Orleans to Britton Road |
PE |
297.2 |
|
542 |
Orleans to Britton Road |
RW |
513.6 |
|
|
|
|
|
|
|
Total District 1 |
|
37,248.9 |
|
District 2 |
|
|
|
|
17 |
Pioneer to Stratford Road |
RW |
330.4 |
|
|
Widen to Four Lane |
|
|
|
17 |
Pioneer to Stratford Road |
CN |
2,749.0 |
|
|
Widen to Four Lane |
|
|
|
|
|
|
|
|
|
Total District 2 |
|
3,079.4 |
|
|
|
|
|
|
District 3 |
|
|
|
|
3 |
State Route 3/State Route 303 Interchange (Waaga Way) Stage 1 |
RW |
1,772.5 |
|
|
Realignment and Add Ramp |
|
|
|
3 |
Shelton Alternate Route |
PE |
200.0 |
|
|
Feasibility Study for a Couplet Or New Route |
|
|
|
16 |
Gig Harbor Interchange |
CN |
1,611.6 |
|
|
Construct Interchange |
|
|
|
20 |
Port Townsend Two-Way Left Turn Lane Channelization |
PE |
115.0 |
|
|
|
|
|
|
104 |
State Route 104 Corridor Traffic Circulation Improvements |
PE |
300.0 |
|
|
Construct Additional Lanes and Signals |
|
|
|
161 |
204th Street to 176th Street |
PE |
140.0 |
|
|
Widen Existing 2 Lane to a 5 Lane Roadway |
|
|
|
161 |
234th Street E to 204th Street E |
PE |
140.0 |
|
|
Widen From 2 to 5 Lanes |
|
|
|
167 |
State Route 509 to State Route 161 |
PE |
3,000.0 |
|
|
Design Study |
|
|
|
303 |
Bremerton to Silverdale |
PE |
350.0 |
|
|
Major Investment Study |
|
|
|
304 |
State Route 3 to Bremerton Ferry Terminal |
CN |
1,000.0 |
|
|
Realignment and HOV Lane |
|
|
|
410 |
214th Avenue E to 234th |
PE |
475.0 |
|
|
Add 2 Lanes & Two Way Left Turn Lane |
|
|
|
410 |
214th Avenue E to 234th |
RW |
1,120.6 |
|
|
Add 2 Lanes & Two Way Left Turn Lane |
|
|
|
410 |
234th to Hinkleman Ext. Road |
PE |
503.9 |
|
|
Add Additional Lanes |
|
|
|
410 |
234th to Hinkleman Ext. Road |
RW |
1,359.0 |
|
|
Add Additional Lanes |
|
|
|
410 |
Hinkleman Road to Park Avenue |
PE |
300.0 |
|
|
Construct 2 Additional Lanes |
|
|
|
510 |
State Route 5 to Martin Way |
RW |
458.5 |
|
|
Widen From 2 Lanes to 5 Lanes |
|
|
|
510 |
Martin Way to Pacific Avenue |
PE |
290.0 |
|
|
Widen From 2 Lanes to 5 Lanes |
|
|
|
510 |
Martin Way to Pacific Avenue |
RW |
4,472.0 |
|
|
Widen From 2 Lanes to 5 Lanes |
|
|
|
|
|
|
|
|
|
Total District 3 |
|
17,608.4 |
|
|
|
|
|
|
District 4 |
|
|
|
|
5 |
Burnt Bridge Creek through NE 78th St |
CN |
10,830.2 |
|
|
Reconstruct to 6 Lane South - Interchange at 78th |
|
|
|
14 |
192nd Avenue Interchange (Brady Road) |
RW |
1,000.0 |
|
|
Construct Interchange |
|
|
|
14 |
192nd Avenue Interchange (Brady Road) |
CN |
4,418.5 |
|
|
Construct Interchange |
|
|
|
205 |
Fourth Plain Road South Bound On Ramp |
PE |
300.0 |
|
|
Construct New On Ramp to State Route 205 |
|
|
|
432 |
3rd Avenue to Talley Way Interchange Design Study |
PE |
100.0 |
|
|
Corridor Design Study |
|
|
|
500 |
Ward Road to 162nd Avenue |
RW |
461.8 |
|
|
Widen From 2 to 4 Lanes |
|
|
|
500 |
Ward Road to 16th Avenue |
CN |
2,788.5 |
|
|
Widen From 2 to 4 Lanes |
|
|
|
|
|
|
|
|
|
Total District 4 |
|
19,899.2 |
|
|
|
|
|
|
District 5 |
|
|
|
|
24 |
I-82 to Yakima River |
PE |
500.0 |
|
|
Reconstruct Interchange & Additional Lanes |
|
|
|
395 |
Kennewick/Pasco Vicinity |
PE |
100.0 |
|
|
Corridor Design Study |
|
|
|
|
|
|
|
|
|
Total District 5 |
|
600.0 |
|
|
|
|
|
|
District 6 |
|
|
|
|
|
North Spokane Corridor - Phase 1 |
PE |
2,000.0 |
|
|
State Route 395 to State Route 2 Design |
|
|
|
90 |
Sprague Avenue to Argonne Road - Stage 2 |
CN |
6,999.9 |
|
|
Provide Additional Lanes |
|
|
|
90 |
Sullivan Road to Harvard Road |
PE |
300.0 |
|
|
Provide Additional Lanes |
|
|
|
90 |
Vicinity State Route 195 Interchange to Vicinity |
PE |
500.0 |
|
|
Liberty Park Interchange - Corridor Analysis |
|
|
|
90 |
Barker Road Interchange and Greenacres Interchange - Corridor Analysis PE |
150 |
|
|
291 |
State Route 2 to Vicinity Indian Trail Road - Corridor Analysis |
PE |
200.0 |
|
395 |
Hastings Road to Mile Post 172 - Stage 2 |
CN |
7,200.0 |
|
|
Construct 2 Additional Lanes |
|
|
|
|
|
|
|
|
|
Total District 6 |
|
17,349.9 |
|
|
|
|
|
|
Rural Mobility Projects |
|
|
|
|
|
|
|
|
|
District 1 |
|
|
|
|
2 |
State Route 2/State Route 522 Monroe Bypass |
PE |
746.7 |
|
|
Bypass Route Around City Of Monroe |
|
|
|
2 |
State Route 2/State Route 522 Monroe Bypass |
RW |
126.9 |
|
|
Bypass Route Around City Of Monroe |
|
|
|
2 |
East Monroe to Deception Creek Bridge - Design Analysis |
PE |
425.0 |
|
5 |
State Route 5, 9, 539, and 543 - Border Crossing Information - |
CN |
2,222.5 |
|
|
at US/Canadian Border |
|
|
|
5 |
North Bound Pace Lane Extension - Blaine Vicinity |
CN |
2,546.3 |
|
|
Extend Pace Lane ($17.8M Proviso) |
|
|
|
20 |
Deception Pass Vicinity to State Route 20 Spur - Corrridor Analysis |
PE |
250.0 |
|
20 |
Fredonia to State Route 5 |
PE |
1,535.9 |
|
|
Construct Four Lane Highway |
|
|
|
20 |
Fredonia to State Route 5 |
RW |
334.4 |
|
|
Construct Four Lane Highway |
|
|
|
96 |
Seattle Hill Road to State Route 9 |
PE |
561.4 |
|
|
Design Report and Enivronmental Impact Study |
|
|
|
96 |
Seattle Hill Road to State Route 9 |
RW |
153.5 |
|
|
Design Report and Environmental Impact Study |
|
|
|
522 |
Paradise Lake Road to Snohomish River Stage 2 |
RW |
384.9 |
|
|
Widen to 4 Lane |
|
|
|
531 |
43rd Avenue NE to 67th Avenue NE |
RW |
33.2 |
|
|
Widen to 5 Lanes |
|
|
|
539 |
Horton Road to Tenmile Road |
RW |
457.1 |
|
|
Widen to Five Lanes |
|
|
|
539 |
Tenmile Road to International Boundary |
PE |
428.7 |
|
|
Widening |
|
|
|
539 |
Tenmile Road to International Boundary |
RW |
200.8 |
|
|
Widening |
|
|
|
|
|
|
|
|
|
Total District 1 |
|
10,407.9 |
|
|
|
|
|
|
District 2 |
|
|
|
|
26 |
State Route 243 Intersection to Mile Post 5.5 Vicinity |
CN |
|
|
|
Construct Truck Climbing Lanes |
|
|
|
26 |
State Route 243 Intersection to Mile Post 5.5 Vicinity |
PE |
30.0 |
|
|
Construct Truck Climbing Lane |
|
|
|
26 |
State Route 243 Intersection to Mile Post 5.5 Vicinity |
CN |
2,387.5 |
|
|
Construct Truck Climbing Lane |
|
|
|
|
|
|
|
|
|
Total District 2 |
|
2,417.5 |
|
|
|
|
|
|
District 3 |
|
|
|
|
3 |
State Route 3/305 Interchange Vicinity |
PE |
110.0 |
|
|
Horizontal & Vertical Alignment Access |
|
|
|
3 |
State Route 3/305 Interchange Vicinity |
CN |
360.1 |
|
|
Horizontal & Vertical Alignment Access |
|
|
|
3 |
Belfair Vicinity |
CN |
646.6 |
|
|
Construct Additional Lanes and Signal |
|
|
|
5 |
Maytown Interchange to 93rd Avenue |
PE |
100.0 |
|
|
SW Interchange 5th and 6th Lanes |
|
|
|
5 |
Maytown Interchange to 93rd |
CN |
4,030.8 |
|
|
Avenue SW Interchange - 5th and 6th Lanes |
|
|
|
5 |
Grand Mound to Maytown Interchange |
PE |
825.2 |
|
|
Construct 6th Lane |
|
|
|
101 |
Dawley Road Vicinity to Blyn Highway |
RW |
149.3 |
|
|
Construct Truck Climbing Lane |
|
|
|
101 |
Dawley Road Vicinity to Blyn Highway |
CN |
18.0 |
|
|
Construct Truck Climbing Lane |
|
|
|
101 |
Gardiner Cemetery Road to Mile Post 277.6 |
CN |
1,317.6 |
|
|
Construct Truck Climbing Lane |
|
|
|
101 |
Port Angeles Alternate Route - Major Investment Study |
PE |
300.0 |
|
101 |
Chicken Coop Road East Bound Passing/Truck Climbing Lane |
RW |
30.0 |
|
101 |
Blyn Vicinity Passing Lanes |
RW |
142.6 |
|
|
Construct East and Westbound Passing Lane |
|
|
|
104 |
Hood Canal Bridge East Half |
PE |
1,004.6 |
|
|
Bridge Replacement |
|
|
|
104 |
State Route 19 Westbound |
PE |
117.6 |
|
|
Construct Passing/Truck Climbing Lane |
|
|
|
510 |
City Of Yelm Corridor Analysis |
PE |
150.0 |
|
|
|
|
|
|
|
Total District 3 |
|
9,303.0 |
|
|
|
|
|
|
District 4 |
|
|
|
|
4 |
Svensen's Curve |
PE |
120.0 |
|
|
Realignment |
|
|
|
4 |
Svensen's Curve |
RW |
344.4 |
|
|
Realignment |
|
|
|
5 |
NE 134th St to NE 319th St Design Study |
PE |
900.0 |
|
|
Prepare Corridor Design Study |
|
|
|
101 |
Smith Creek Road Vicinity |
PE |
450.0 |
|
|
Construct Climbing Lane and Realign Road |
|
|
|
101 |
Smith Creek Road Vicinity |
RW |
16.0 |
|
|
Construct Climbing Lane and Realign Road |
|
|
|
|
|
|
|
|
|
Total District 4 |
|
1,830.4 |
|
|
|
|
|
|
District 5 |
|
|
|
|
12 |
State Route 124 to Wallula |
PE |
300.0 |
|
|
Corridor Design Study |
|
|
|
82 |
Thrall Road to Manastash Ridge |
PE |
600.0 |
|
|
Add Auxiliary Lane-Eastbound |
|
|
|
90 |
Highline Canal to Elk Heights |
RW |
210.9 |
|
|
Construct Auxiliary Lane-Eastbound |
|
|
|
90 |
Elk Heights Vicinity to Taneum Creek Bridge. |
RW |
88.0 |
|
|
Construct Auxiliary Lane-Westbound |
|
|
|
90 |
Ryegrass Summit to Vantage |
RW |
55.9 |
|
|
Construct Auxiliary Lane-Westbound |
|
|
|
90 |
Snoqualmie Pass to Ellensburg |
PE |
600.0 |
|
|
Corridor Design Study |
|
|
|
|
|
|
|
|
|
Total District 5 |
|
1,854.8 |
|
|
|
|
|
|
District 6 |
|
|
|
|
2 |
Vicinity State Route 206 to Vicinity Mile Post 299 |
PE |
200.0 |
|
|
Corridor Analysis |
|
|
|
195 |
Plaza to Spangle |
PE |
30.0 |
|
|
Provide Additional Lanes |
|
|
|
195 |
Pullman to Colfax |
PE |
150.0 |
|
|
Corridor Analysis |
|
|
|
270 |
Johnson Road to Idaho State Line |
PE |
250.0 |
|
|
Additional Lanes |
|
|
|
395 |
Vicinity Halfmoon Road to Hamilton Road |
PE |
200.0 |
|
|
Provide Additional Lanes |
|
|
|
395 |
Hamilton Road to Montgomery Road |
PE |
200.0 |
|
|
Provide Additional Lanes |
|
|
|
904 |
College Hill Road to State Route 90 |
PE |
400.0 |
|
|
Provide Additional Lanes |
|
|
|
904 |
College Hill Road to State Route 90 |
RW |
75.0 |
|
|
Provide Additional Lanes |
|
|
|
|
|
|
|
|
|
Total District 6 |
|
1,505.0 |
|
|
|
|
|
|
Urban Bicycle Mobility Projects |
|
|
|
|
|
|
|
|
|
District 1 |
|
|
|
|
5 |
NE 117th Street (Northgate) - Bike Path |
PE |
50.0 |
|
|
Bicycle and Pedestrian Path |
|
|
|
5 |
NE 117th Street (Northgate) - Bike Path |
CN |
93.3 |
|
|
Bicycle and Pedestrian Path |
|
|
|
5 |
Interurban Trail Crossing Of State Route 524 |
PE |
150.0 |
|
|
Pedestrian and Bike Path |
|
|
|
5 |
Interurban Trail Crossing Of State Route 524 |
CN |
237.2 |
|
|
Pedestrian and Bike Path |
|
|
|
90 |
SE 136th Street Tunnel |
PE |
30.0 |
|
|
Bicycle and Pedestrian Improvements |
|
|
|
90 |
SE 136th Street Tunnel |
CN |
60.3 |
|
|
Bicycle and Pedestrian Improvements |
|
|
|
96 |
3rd Avenue SE to State Route 527 |
PE |
201.0 |
|
|
Bike Lane |
|
|
|
96 |
3rd Avenue SE to State Route 527 |
CN |
304.1 |
|
|
Bike Lane |
|
|
|
202 |
Sammamish River Bridge 202/38 |
PE |
65.0 |
|
|
Bike, Equestrian and Pedestrian Trail |
|
|
|
202 |
Sammamish River Bridge 202/38 |
CN |
136.2 |
|
|
Bike, Equestrian, and Pedestrian Trail |
|
|
|
520 |
State Route 520 Bike Path - Bellevue to Redmond |
CN |
430.6 |
|
|
Bike Path - Freeway Only Alternative |
|
|
|
|
|
|
|
|
|
Total District 1 |
|
1,758.0 |
|
|
|
|
|
|
District 2 |
|
|
|
|
2 |
State Route 2 Odabashian Bridge Widening |
PE |
150.0 |
|
|
Widen Bridge for Bike Path |
|
|
|
2 |
State Route 2 Odabashian Bridge Widening |
CN |
949.9 |
|
|
Widen Bridge for Bike Path |
|
|
|
|
|
|
|
|
|
Total District 2 |
|
1,099.9 |
|
|
|
|
|
|
District 3 |
|
|
|
|
5 |
Sleater-Kinney Road Undercrossing |
PE |
142.5 |
|
|
Construct Bicycle/Pedestrian Bridge |
|
|
|
5 |
Sleater-Kinney Road Undercrossing |
CN |
758.5 |
|
|
Construct Bicycle/Pedestrian Bridge |
|
|
|
5 |
Martin Way Overcrossing - Bike Lanes |
PE |
110.0 |
|
|
Construct Bicycle/Pedestrian Lanes |
|
|
|
5 |
Martin Way Overcrossing - Bike Lanes |
CN |
586.0 |
|
|
Construct Bicycle/Pedestrian Lanes |
|
|
|
|
|
|
|
|
|
Total District 3 |
|
1,597.1 |
|
|
|
|
|
|
District 4 |
|
|
|
|
5 |
State Route 14 Pedestrian Undercrossing |
CN |
1,000.2 |
|
|
|
|
|
|
|
Total District 4 |
|
1,000.2 |
|
|
|
|
|
|
District 5 |
|
|
|
|
12 |
16th Avenue Interchange |
PE |
300.0 |
|
|
Widen Structure for Pedestrian/Bike |
|
|
|
12 |
16th Avenue Interchange |
CN |
600.0 |
|
|
Widen Structure for Pedestrian/Bike |
|
|
|
24 |
State Route 82 to Keys Road |
PE |
100.0 |
|
|
Widen Shoulders for Pedestrian/Bike |
|
|
|
|
|
|
|
|
24 |
State Route 82 to Keys Road |
CN |
800.0 |
|
|
Widen Shoulders for Pedestrian/Bike |
|
|
|
|
|
|
|
|
|
Total District 5 |
|
1,800.0 |
|
|
|
|
|
|
District 6 |
|
|
|
|
90 |
I-90 Corridor Bicycle Route Update |
PE |
8.0 |
|
|
Update Signing and Guardrail at Urban Bike Trail |
|
|
|
90 |
I-90 Corridor Bicycle Route Update |
CN |
41.9 |
|
|
Update Signing and Guardrail at Urban Bike Trail |
|
|
|
|
|
|
|
|
|
Total District 6 |
|
49.9 |
|
|
|
|
|
|
HOV Mobility Projects |
|
|
|
|
|
|
|
|
|
District 1 |
|
|
|
|
5 |
Federal Way Park & Ride Lot #2 |
CN |
7,249.1 |
|
5 |
Pierce County Line to Tukwila Interchange |
PE |
2,064.2 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
PE |
1,004.2 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
RW |
30.6 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
RW |
22.9 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
CN |
16,503.4 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
CN |
27,465.4 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
Pierce County Line to Tukwila Interchange |
CN |
3,117.2 |
|
|
HOV & Climbing Lanes |
|
|
|
5 |
236th St SW to 164th St SW Interchange |
PE |
624.6 |
|
|
HOV Lanes |
|
|
|
5 |
236th St SW to 164th St SW Interchange |
RW |
96.1 |
|
|
HOV Lanes |
|
|
|
5 |
164th to State Route 526 - HOV Lanes |
CN |
1,843.5 |
|
|
Both Directions |
|
|
|
5 |
State Route 526 to State Route 2 |
PE |
1,574.4 |
|
|
HOV Lanes |
|
|
|
90 |
Junction Interstate 405 Interchange |
PE |
4,463.3 |
|
|
Freeway to Freeway - SW, NE, NW Quadrant |
|
|
|
90 |
Junction Interstate 405 Interchange |
PE |
2,751.7 |
|
|
Freeway to Freeway - SW, NE, NW Quadrant |
|
|
|
90 |
Junction Interstate 405 Interchange |
PE |
3,405.7 |
|
|
Freeway to Freeway - SW, NE, NW Quadrant |
|
|
|
167 |
15th St. SW to 15th St NW - Stage 3 |
RW |
253.2 |
|
|
HOV Lanes |
|
|
|
167 |
15th St. SW to 15th St NW - Stage 3 |
CN |
78.4 |
|
|
HOV Lanes |
|
|
|
405 |
Tukwila to Factoria |
PE |
870.7 |
|
|
Surveillance Control & Driver Information |
|
|
|
405 |
Tukwila to Factoria |
RW |
41.3 |
|
|
Surveillance Control & Driver Information |
|
|
|
90 |
Junction State Route 518 Interchange |
PE |
4,018.2 |
|
|
Freeway to Freeway - Southbound to Westbound Ramp |
|
|
|
405 |
Coal Creek Pkwy to SR5 HOV Lane Restriping |
CN |
600.0 |
|
|
Move HOV Lane From Outside to Inside |
|
|
|
405 |
Northup to Bothell |
CN |
1,425.7 |
|
|
HOV Lanes |
|
|
|
405 |
Bothell to Swamp Creek Interchange |
PE |
32.0 |
|
|
Construct HOV Lanes, Both Directions |
|
|
|
405 |
Bothell to Swamp Creek Interchange |
CN |
19,650.0 |
|
|
Construct HOV Lanes, Both Directions |
|
|
|
525 |
I-5 to State Route 99 |
PE |
24.4 |
|
|
Complete Freeway - HOV Lanes With Boeing |
|
|
|
525 |
I-5 to State Route 99 |
CN |
11,606.5 |
|
|
Complete Freeway - HOV Lanes With Boeing |
|
|
|
5 |
Pierce Co. Line to S. 272nd - Stage 4 |
RW |
2,483.9 |
|
|
Construct Northbound & Southbound HOV Lanes From Pierce Co. Line |
|
|
|
5 |
Pierce Co. Line to S. 272nd - Stage 4 |
CN |
11,939.0 |
|
|
Construct Northbound & Southbound HOV Lanes From Pierce Co. Line |
|
|
|
5 |
Port Of Tacoma Interchange |
PE |
681.5 |
|
|
Construct HOV Lanes |
|
|
|
5 |
Port Of Tacoma Interchange HOV Lanes |
RW |
638.2 |
|
5 |
State Route 512 Interchange HOV Lanes |
PE |
2,654.3 |
|
|
|
|
|
|
5 |
State Route 16 Interchange, 38th St Interchange |
PE |
400.0 |
|
|
HOV Lanes |
|
|
|
5 |
State Route 16 Interchange, 38th St E Interchange |
PE |
3,777.0 |
|
|
HOV Lanes |
|
|
|
5 |
State Route 16 Interchange, 38th St Interchange |
PE |
713.2 |
|
|
HOV Lanes |
|
|
|
5 |
Thompson Avenue to Pacific Avenue Undercrossing |
PE |
200.0 |
|
|
HOV Lanes |
|
|
|
5 |
Thompson Avenue to Pacific Avenue Undercrossing |
RW |
216.8 |
|
|
HOV Lanes |
|
|
|
5 |
Thompson Avenue to Pacific Avenue Undercrossing |
CN |
14,998.5 |
|
|
HOV Lanes |
|
|
|
5 |
East "L" St/Portland Avenue to Puyallup Rail Road Bridge |
RW |
27.3 |
|
|
HOV Lanes |
|
|
|
5 |
East "L" St/Portland Avenue to Puyallup Rail Road Bridge |
RW |
531.9 |
|
|
HOV Lanes |
|
|
|
5 |
Pierce County - Environmental Impact Study/Design Report |
PE |
2,477.0 |
|
|
State Route 5 Corridor Study for HOV Lanes |
|
|
|
TOTAL |
|
|
8,344.3 |
|
|
|
|
|
|
|
|
|
|
|
GRAND TOTAL |
|
|
$283,966.8 |