Bridge & structure preservation

Learn how we preserve, inspect and rate the condition of Washington state bridges.

Bridge Inspections

We inspect the approximately 7,300 bridges on state, city and county road systems. Most are inspected every two years. Bridges are inspected to ensure they are in good working order and to help prioritize maintenance and preservation work.

Our engineers and technicians perform bridge inspections, and have several teams for specialty work including:

  • A dive team that performs work under water
  • Aerial inspections using an under-bridge-inspection-truck (UBIT)
  • Mechanical and electrical inspectors that inspect moveable parts of a bridge.

We also conduct field reviews and provide training and technical assistance to Washington cities and counties for inspecting bridges on local roads.

Bridge Preservation Programs

Bridge preservation work includes bridge seismic retrofit, repairs and rehabilitation, steel bridge painting, concrete deck rehabilitation, scour mitigation and bridge replacement. These programs combine cost effective actions and strategies to maximize the useful life of bridges.

Seismic retrofit program

The Seismic retrofit program works to minimize and avoid catastrophic bridge failures by strengthening bridges and structures to better withstand earthquakes.

The most common type of retrofit adds steel jackets around the columns and additional concrete-and-steel reinforcing to the pier caps (also known as a “bolster”).

More than 900 bridges are part of the bridge seismic retrofit program. Retrofit priorities are based on seismic risk of a site, structural detail deficiencies and route importance.

We work with the Washington State Department of Emergency Management, local emergency planners and freight advocates to identify a network of essential state highways in the areas of Puget Sound with the largest predicted ground motion and the highest density of population. Focusing limited resources on these routes further reduces the risk of major damage. This network of state highways is identified as the Seismic Lifeline Routes. The Seismic Lifeline program tracks the status of seismic retrofits made to high and moderate-risk bridges in the Puget Sound area which has the highest risk of acceleration. Further prioritization will occur as the bridges on this network are retrofitted.

Bridge scour mitigation program

Scour is the removal of soil from around bridge piers and abutments. Flowing water transports soils from around bridge piers and abutments and moves it down stream, leaving the bridge foundations exposed and in some cases undermined. Undermined bridge foundations can compromise the integrity of the structure and in some cases cause collapse. Scour is the leading cause of bridge failures in Washington state and nationwide.

Monitoring and response efforts ensure bridges are safe and haven’t been damage by scour. During routine inspections, the bridge inspectors observe conditions at the bridge piers and abutments as well as the waterway upstream and downstream of the bridge. Bridge scour conditions are recorded in the bridge inspection report. If significant scour is observed, the bridge inspector will call for a repair.

Scour critical bridges are monitored by our staff during flood events. The monitoring is conducted in accordance with a “Scour Plan of Action”, which is a documented plan that has been prepared ahead of time.

If scour has occurred but the damage does not compromise the integrity of the bridge, we will take action to repair the damage. If scour damage compromises the integrity of a bridge, the bridge is closed to traffic until repairs are made.

Rating the condition of bridges

We regularly inspects bridges and categorizes them by condition. The condition scale is good, fair and poor.

  • Good: A range from no problems to some minor deterioration of structural elements.
  • Fair: All primary structural elements are sound but may have deficiencies such as minor section loss, deterioration, cracking, spalling or scour.
  • Poor: Advanced deficiencies such as section loss, deterioration, cracking, spalling, scour, or seriously affected primary structural components. Bridges rated in poor condition may be posted with truck weight restrictions. Poor is the Federal Highway Administration's new rating term for bridges previously described as "structurally deficient."

A bridge in "Poor" condition does not mean the bridge is unsafe for travelers or in danger of collapse. Bridge inspectors have authority to close or restrict any bridge deemed unsafe at any point during an inspection.

The actual number of bridges in "Poor" condition varies as work is completed and bridges are inspected. Depending on inspection schedule timing, a bridge with completed work may remain on the list until the next inspection is completed. The list is updated twice a year, in January and July.

Bridges in "poor" condition - updated Jan. 29, 2020

County Name

Bridge Number

Bridge Name

Year Built

Span Type Description

SD Problem

SD Status

SR

Milepost

Legislative District

Adams 021/114 BAUER COULEE 1946 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 21 37.09 9
Adams 024/305 POTHOLES EAST CANAL 1976 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 24 76.92 9
Adams 026/114 SR 26 OVER RAILROAD 1959 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 48.28 9
Adams 026/118 PROVIDENCE COULEE 1959 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 57.62 9
Adams 026/119 SR 26 OVER RAILROAD 1959 Pre-Tensioned Concrete Girder Conc Deck Deterioration Contract work complete 26 57.69 9
Adams 026/135 SR 26 OVER ABANDONED RR 1977 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 84.13 9
Adams 026/150 SR 26 OVER RAILROAD 1975 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 91.6 9
Adams 026/151 COW CREEK 1975 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 91.76 9
Adams 090/310N I-90 OVER DAMON RD 1972 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 202.14 9
Adams 090/314N I-90 OVER N WAHL RD 1972 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 210.03 9
Adams 090/322S I-90 OVER SR 261 1958 Concrete Voided Slab (Hollow) Concrete Slab Deterioration Prioritized for Bridge Replacement 90 221.95 9
Adams 090/332 DANEKAS RD OVER I-90 1958 Pre-Tensioned Concrete Girder Damaged PCG Contract work in progress 90 231.23 9
Adams 090/336N I-90 OVER RAILROAD 1968 Pre-Tensioned Concrete Girder PCG Corrosion Prioritized for Bridge Repair 90 237.24 9
Adams 090/336S I-90 OVER RAILROAD 1968 Pre-Tensioned Concrete Girder PCG Corrosion Contract work complete 90 237.4 9
Adams 261/320 DRY RUN 1900 Encased Steel Beam Concrete Pier Deterioration Prioritized for Bridge Replacement 261 57.72 9
Adams 395/212N-W US 395 RAMP OVER I-90 1958 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 395 95 9
Benton 082/213N CHANDLER CANAL BRIDGE 1977 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 82 81.86 16
Benton 082/215N YAKIMA RIVER 1977 Pre-Tensioned Concrete Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 82 82.04 16
Benton 082/215S YAKIMA RIVER 1977 Pre-Tensioned Concrete Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 82 82.04 16
Benton 082/268S I-82 OVER SR 397 1984 Pre-Tensioned Concrete Girder Damaged PCG Repair 3rd Party Damage 82 114.39 16
Chelan 002/226N WENATCHEE RIVER 1929 Concrete Deck Arch Conc Deck Deterioration Prioritized for Bridge Rehabilitation 2 105.78 12
Chelan 002/233A WENATCHEE RIVER 1957 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 2 100 12
Chelan 207/004 WENATCHEE RIVER 1940 Steel Thru Truss Conc Deck Deterioration Prioritized for Bridge Rehabilitation 207 4.22 12
Clallam 101/316 SOL DUC RIVER 1941 Steel Thru Truss Conc Deck Deterioration Prioritized for Bridge Rehabilitation 101 203.66 24
Clallam 101/332 INDIAN CREEK 1927 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 101 237.55 24
Clallam 101/334 ELWHA RIVER 1926 Concrete Deck Arch Scour Br Repl Funded 2019-21 Bien 101 239.42 24
Clallam 110/015 BOGACHIEL RIVER 1967 Steel Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 110 8.64 24
Clallam 113/005 BEAVER CREEK 1966 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 113 1.87 24
Clark 005/036E E FORK LEWIS RIVER 1936 Steel Thru Truss Steel Stringer Cracking Br Repl Funded 2019-21 Bien 5 18.21 18
Clark 005/040W LEWIS RIVER 1940 Steel Thru Truss Steel Corrosion Bridge Rehabilitation needed 5 19.83 20
Columbia 012/720 WHETSTONE CREEK 1919 Concrete Slab Scour Br Repl Funded 2019-21 Bien 12 372.57 16
Columbia 012/725 TUCANNON RIVER 1967 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 12 380.52 16
Cowlitz 005/104W I5 OVER DIKE ACCESS & RR 1972 Steel Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 5 22.72 20
Cowlitz 005/140W TOUTLE RIVER 1969 Steel Arch Conc Deck Deterioration Prioritized for Bridge Rehabilitation 5 51.71 20
Cowlitz 411/009 CASTLEROCK BRIDGE 1963 Steel Girder Conc Deck Deterioration Funded 2021-23 Bien 411 12.37 19
Cowlitz 503/112 JIM CREEK 1945 Concrete Deck Arch Conc Deck Deterioration Prioritized for Bridge Rehabilitation 503 39.55 20
Cowlitz 504/015 N FK TOUTLE R KID VALLEY 1965 Steel Beam Steel Girder Damage Prioritized for Bridge Rehabilitation 504 17.29 20
Douglas 097/420 COLUMBIA RIVER BEEBE 1962 Steel Arch Conc Deck Deterioration Prioritized for Bridge Rehabilitation 97 234.77 12
Franklin 012/512S SNAKE RIVER VAUGHN HUBBARD 1986 Steel Thru Truss Steel Floorbeam Cracking Prioritized for Bridge Rehabilitation 12 294.51 16
Franklin 260/016 DRY WASH 1967 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 260 24.86 9
Franklin 395/115W OLD MAID COULEE 1979 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 395 44.3 9
Garfield 127/010 ELMER C. HUNTLEY BRIDGE 1969 Steel Arch Conc Deck Deterioration Prioritized for Bridge Rehabilitation 127 9.65 9
Grant 090/204 BURKE RD OVER I-90 1964 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 148.65 13
Grays Harbor 012/012N WISHKAH RIVER BRIDGE 1925 Bascule Lift Span Steel Corrosion Prioritized for Bridge Rehabilitation 12 0.5 19
Grays Harbor 012/012S HERON STREET BRIDGE 1949 Steel(open)Girder - Swing Span Substructure Deterioration Prioritized for Bridge Rehabilitation 12 0.08 19
Grays Harbor 012/025 WYNOOCHEE RIVER 1935 Steel Thru Truss Steel Stringer Cracking Prioritized for Bridge Repair 12 8.33 19
Grays Harbor 101/110 MILL CREEK 1949 Concrete Slab Conc Column Deterioration Prioritized for Bridge Rehabilitation 101 81.46 19
Grays Harbor 101/115 CHEHALIS RIVER BRIDGE 1955 Bascule Lift Span Scour Contract work in progress 101 83.22 19
Grays Harbor 101/125W HOQUIAM RIVER - SIMPSON 1928 Bascule Lift Span Timber Deterioration Bridge Repair needed 101 87.99 24
Grays Harbor 109/006 GRASS CREEK 1956 Concrete Slab/Timber Piling Timber Deterioration Prioritized for Bridge Replacement 109 6.45 24
Jefferson 104/005.1 HOOD CANAL-W.A.BUGGE BR 1982 Concrete Floating Pontoon PCG deterioration Br Rehab Funded 2021-23 Bien 104 14.03 24
King 005/543W I-5 KING-JACKSON ST OC 1965 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 5 164.8 37
King 018/031N SR 18 OVER HOBART RD/CRK 1961 Concrete Box Conc Deck Deterioration Contract work complete 18 20.34 5
King 090/025N HOMER M. HADLEY 1989 Concrete Floating Pontoon Anchor cable deterioration Prioritized for Bridge Repair 90 4.51 41
King 090/079S GAME CROSSING 1976 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 26.98 5
King 090/091.5A S FK SNOQUALMIE RIVER 1974 Pre-Tensioned Concrete Girder Deck To Be Due Bridge Rehabilitation Needed 90 37.75 5
King 090/091.5S I90 HOMESTEAD VALLEY RD 1974 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 37.75 5
King 090/091E-S S FK SNOQUALMIE R 1974 Pre-Tensioned Concrete Girder Deck To Be Due Bridge Rehabilitation Needed 90 37.58 5
King 203/003 SLOUGH 1945 Treated Timber Trestle Conc Deck Deterioration Prioritized for Bridge Rehabilitation 203 0.49 5
King 203/033 CHERRY CREEK 1946 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 203 17.22 45
King 520/021N SR520 116TH AVE NE 1966 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 520 7.03 48
Kitsap 104/005.2 HOOD CANAL-WA BUGGE BR E 2009 Steel Truss Pontoon Deterioration Prioritized for Bridge Rehabilitation 104 14.73 23
Kittitas 010/142 TEANAWAY RIVER 1930 Steel Pony Truss Conc Deck Deterioration Prioritized for Bridge Replacement 10 89.33 13
Kittitas 010/145 SWAUK CR 1930 Concrete T-Beam Concrete Deterioration Prioritized for Bridge Rehabilitation 10 95.39 13
Kittitas 090/105N COAL CREEK 1956 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 55.15 13
Kittitas 090/117N I-90 OVER W SPARKS RD 1975 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 69.04 13
Kittitas 090/118N KACHESS RIVER 1958 Concrete Voided Slab (Hollow) Conc Deck Deterioration Prioritized for Bridge Replacement 90 69.49 13
Kittitas 090/134N CLE ELUM RIVER 1949 Steel Thru Truss Conc Deck Deterioration Contract work in progress 90 80.79 13
Kittitas 090/136S I-90 OVER CLE ELUM RD, RR 1966 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 83.53 13
Kittitas 090/140N YAKIMA RIVER 1965 Concrete Box Conc Deck Deterioration Contract work in progress 90 86.2 13
Kittitas 090/140S YAKIMA RIVER 1965 Concrete Box Conc Deck Deterioration Contract work in progress 90 86.2 13
Kittitas 090/141S I-90 OVER PEOH RD 1965 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 86.63 13
Kittitas 090/152S WEST SIDE CANAL 1966 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 100.55 13
Kittitas 090/154N YAKIMA RIVER 1967 Concrete Box Conc Deck Deterioration Contract work in progress 90 102.49 13
Kittitas 090/154S YAKIMA RIVER 1967 Concrete Box Conc Deck Deterioration Contract work in progress 90 102.49 13
Kittitas 090/155S CASCADE CANAL OVERFLOW 1967 Concrete Slab Conc Deterioration Prioritized for Bridge Rehabilitation 90 103.19 13
Kittitas 090/161N I-90 OVER UMPTANUM RD 1967 Concrete T-Beam Deck To Be Due Future Predicted Need 90 108.3 13
Kittitas 090/162N WILSON CREEK 1967 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 109.13 13
Klickitat 014/250 ALDER CREEK 1965 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 14 149.06 14
Klickitat 097/006 SWALE CREEK 1960 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 97 8.08 14
Klickitat 097/008 US 97 OVER BICKLETON RD 1972 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 97 12.55 14
Klickitat 097/020 SATUS CREEK 1959 Concrete Voided Slab (Hollow) Concrete Deterioration Br Repl Funded 2019-21 Bien 97 30.8 14
Klickitat 097/022 KUSSHI CR 1945 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Replacement 97 32.78 14
Klickitat 197/001 COL RIVER @ THE DALLES 1954 Steel Truss / Steel Girder Conc Deck Deterioration ODOT Lead - Deck Repl Funded 197 0 14
Lewis 005/206 LACAMAS CREEK 1953 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 5 61.31 20
Lewis 005/220 13TH ST OVER I-5 1958 Pre-Tensioned Concrete Girder Prestress Girder Damage Repair 3rd Party Damage 5 76.55 20
Lewis 007/009 SR 7 OVER ABANDONED RAILROAD 1944 Concrete T-Beam Conc Deck Deterioration Bridge Rehabilitation needed 7 2.47 20
Lewis 012/262 SURREY CREEK 1958 Conc Multiple Web Girder Unit Timber Pile Deterioration Prioritized for Bridge Replacement 12 117.52 20
Lewis 012/280 PURCELL CREEK 1971 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 12 137.19 20
Lewis 012/282 CLEAR FORK CREEK 1972 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 12 138.06 20
Lewis 012/284 CORTRIGHT CREEK 1983 Steel Deck Truss Steel Corrosion Prioritized for Bridge Rehabilitation 12 140.31 20
Lewis 506/106 LACAMAS CREEK 1951 Treated Timber Trestle Timber Deterioration Contract Work in progress 506 8.05 20
Lewis 506/108 SR 506 OVER I-5 1958 Pre-Tensioned Concrete Girder Concrete Girder Deterioration Prioritized for Bridge Replacement 506 11.5 20
Lewis 507/008 SKOOKUMCHUCK RIVER 1928 Steel Thru Truss Steel Truss Deterioration Prioritized for Bridge Replacement 507 2.36 20
Lincoln 021/224 SINKING CREEK 1950 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 21 85.16 13
Lincoln 023/114 CRAB CREEK 1948 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 23 52.82 13
Okanogan 020/612 EARLY WINTERS CREEK 1964 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 20 177.78 12
Okanogan 020/621 CHEWUCH RIVER 1961 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 20 192.84 12
Okanogan 020/624 METHOW RIVER 1929 Steel Thru Truss Conc Deck Deterioration Prioritized for Bridge Rehabilitation 20 193.37 12
Okanogan 097/512 GRIGGS CANYON 1965 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 97 254.95 12
Okanogan 153/010 METHOW RIVER 1939 Concrete T-Beam Conc Deterioration Prioritized for Bridge Replacement 153 11.83 12
Okanogan 153/013 METHOW RIVER 1939 Concrete T-Beam Conc Deterioration Prioritized for Bridge Replacement 153 13.45 12
Okanogan 153/014 METHOW RIVER 1939 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Replacement 153 14 12
Okanogan 153/015 METHOW RIVER 1939 Concrete T-Beam Conc Deterioration Prioritized for Bridge Replacement 153 15.51 12
Pacific 101/018 GREENHEAD SLOUGH 1934 Treated Timber Trestle Timber Deterioration Prioritized for Bridge Replacement 101 20.32 19
Pacific 401/011 NASELLE RIVER OVERFLOW 1964 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 401 11.59 19
Pend Oreille 020/917 TACOMA CR 1946 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 20 415.34 7
Pend Oreille 031/038 SULLIVAN CREEK 1927 Concrete T-Beam Conc Girder Deterioration Prioritized for Bridge Replacement 31 14.79 7
Pierce 005/408 STLCM DUPONT RD OVER I-5 1957 Concrete Slab Conc Deck Deterioration Design Build Project in Progress 5 119.01 28
Pierce 005/415A GRAVELLY LK DR OVER RR 1959 Concrete Slab Conc Deck Deterioration Bridge Rehabilitation needed 5 124.64 28
Pierce 162/022 SPIKETON CREEK 1936 Concrete Box Conc Deck Deterioration Prioritized for Bridge Replacement 162 19.64 31
Pierce 167/013 SR 167 OVER RAILROAD 1934 Concrete T-Beam Conc Pier Deterioration Prioritized for Bridge Replacement 167 0.64 27
Pierce 302/105 PURDY BRIDGE 1936 Concrete Box Concrete Pier Deterioration Funded 2019-21 Bien 302 15.69 26
Skagit 005/720W SAMISH RIVER 1963 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 5 234.04 40
Skagit 009/204 LAKE CREEK 1966 Treated Timber Trestle Timber Deterioration Prioritized for Bridge Replacement 9 42.86 10
Skagit 009/215 SKAGIT RIVER 1959 Steel Thru Truss / CS (Hollow) Conc Deck Deterioration Prioritized for Bridge Rehabilitation 9 54.38 39
Skagit 020/244 SCOTT PAPER RD SR 20 OC 1967 Steel Beam Damaged Steel Girder Prioritized for Bridge Rehabilitation 20 76.94 39
Skamania 014/103 HALF BRIDGE 1930 Concrete T-Beam Foundation Prioritized for Bridge Rehabilitation 14 24.92 14
Snohomish 002/045 US 2 OVER RAILROAD 1936 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 2 38.61 39
Snohomish 009/122 BICKFORD AVE OVER SR 9 1963 Steel Beam Timber Deterioration Prioritized for Bridge Replacement 9 10.87 44
Snohomish 203/104 DRAINAGE OVERFLOW 1954 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 203 22.05 39
Snohomish 529/010E SNOHOMISH RIVER BRIDGE 1927 Steel Lift Span Steel Truss Deterioration Prioritized for Bridge Rehabilitation 529 3.82 38
Snohomish 529/015E UNION SLOUGH 1954 Concrete T-Beam Scour Prioritized for Bridge Rehabilitation 529 5.12 38
Snohomish 529/015W UNION SLOUGH 1927 Concrete T-Beam Concrete Deterioration Prioritized for Bridge Rehabilitation 529 5.13 38
Snohomish 529/020W STEAMBOAT SLOUGH 1927 Steel Swing Span Steel Truss Deterioration Br Repair Needed 529 5.42 38
Spokane 090/535 ROSAMOND AVE OVER I-90 1962 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 279.13 6
Spokane 090/537 LINDEKE ST OVER I-90 1962 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 279.27 6
Spokane 090/540N HANGMAN CREEK 1963 Concrete Box Movement in Pier Bridge Rehabilitation Needed 90 279.49 6
Spokane 090/540S HANGMAN CREEK 1963 Concrete Box Movement in Pier Bridge Rehabilitation Needed 90 279.49 6
Spokane 090/562E-E E-E RAMP OVER I-90 1970 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 282.11 3
Spokane 090/579E MULLAN RD OVER I-90 1975 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 90 287.85 4
Spokane 290/002N SR 290 WB OVER 2ND AVE 1974 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 290 0.07 3
Spokane 290/002W-W W-W RAMP OVER 2ND AVE 1974 Concrete Box Conc Deck Deterioration Contract work complete 290 0.07 3
Spokane 290/005 SPOKANE R EAST TRENT 1910 Concrete Earth Filled Arch Concrete Arch Deterioration Funded 2019-21 Bien 290 0.82 3
Spokane 902/001 SR 902 OVER I-90 1966 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 902 0 6
Spokane 902/010 SR 902 OVER I-90 1965 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 902 12.32 6
Spokane 904/001 SR 904 OVER I-90 1966 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 904 0 9
Stevens 025/130 COLUMBIA RIVER @ NORTHPORT 1948 Steel Thru Truss Conc Deck Deterioration Prioritized for Bridge Rehabilitation 25 113.92 7
Thurston 005/327E-N PLUM-N RAMP OVER EASTSIDE 1957 Concrete Slab Conc Deck Deterioration Bridge Rehabilitation needed 5 105.45 22
Wahkiakum 004/108 HULL CREEK 1934 Treated Timber Trestle Timber Deterioration Prioritized for Bridge Replacement 4 17.36 19
Whatcom 542/031 CORNELL CREEK 1931 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 542 32.51 42
Whatcom 542/033 GLACIER CREEK 1956 Steel Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 542 33.49 42
Whitman 023/006 PLEASANT VALLEY CR 1958 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 23 8.29 9
Whitman 023/016 ROCK CREEK 1946 Concrete T-Beam Conc Deck Deterioration Prioritized for Bridge Rehabilitation 23 23.28 9
Whitman 026/002SP N FK PALOUSE R WEST WYE 1938 Concrete T-Beam Conc Deterioration Prioritized for Bridge Replacement 26 133.47 9
Whitman 026/253 SR 26 OVER RAILROAD 1967 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 102.76 9
Whitman 026/259 WILLOW CREEK 1967 Concrete Slab Conc Deck Deterioration Prioritized for Bridge Rehabilitation 26 106.11 9
Whitman 195/024 S FK PALOUSE R CT HOUSE 1923 Concrete T-Beam Conc Pier Deterioration Prioritized for Bridge Rehabilitation 195 38.09 9
Yakima 012/346N US 12 OVER RR & GORDON RD 1971 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 12 202.12 15
Yakima 012/346S US 12 OVER RR & GORDON RD 1971 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 12 202.12 15
Yakima 022/004 SR 22 OVER I-82 / US 12 1980 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 22 0.7 15
Yakima 082/118W-S W-S RAMP OVER I-82 1970 Pre-Tensioned Concrete Girder Conc Deck Deterioration Prioritized for Bridge Rehabilitation 82 31.36 15
Yakima 082/181 ELM ST OVER I-82 1980 Concrete Box Conc Deck Deterioration Prioritized for Bridge Rehabilitation 82 74.1 15
Yakima 241/002 MABTON-SUNNYSIDE #651 1962 Prestress Conc Bulb-T PCG Deterioration Funded - Connecting Washington 241 1.12 15
Yakima 823/010 HARRISON #1277 1972 Prestress Conc Bulb-T Prestress Girder Deterioration Br Rehab needed 823 4.02 15

14 fish passage projects were completed in 2020

improving access to 54.2 miles of upstream habitat.

11,959 incidents responded to

by WSDOT’s incident Response teams during second quarter of 2021, 15% more than same quarter in 2020.

41 Pre-existing Funds Projects Advertised

during the eighth quarter of the 2019-2021 biennium.