Oregon Congressional District 4


  • Of the 3,176 bridges in the counties of this district, 190, or 6.0 percent, are classified as structurally deficient. This means one of the key elements is in poor or worse condition.
  • This is up from 171 bridges classified as structurally deficient in 2021.
  • Repairs are needed on 776 bridges in the district, which will cost an estimated $1.5 billion.
  • This compares to 775 bridges that needed work in 2021.
  • The state has committed $27.9 million in IIJA bridge formula funds to support 16 projects in the District.

Top Most Traveled Structurally Deficient Bridges in Oregon

County Year Built Daily Crossings Type of Bridge Location
Lincoln 1934 20,207 Urban other principal arterial US101 (Hwy 9) over Yaquina Bay
Linn 1921 18,798 Urban other principal arterial US 20 (Hwy 16) EB over Lebanon Ditch
Lane 1965 17,868 Urban minor arterial Goodpasture IS Rd over Hwy 132
Polk 1954 14,149 Rural minor arterial Or 99W (Hwy 91) over North Fork Ash Creek
Lincoln 1953 13,994 Rural arterial US 20 (Hwy 33) over Beaver Creek
Benton 1913 12,687 Urban other principal arterial Hwy 210 EB over Willamette River
Benton 1964 12,687 Urban other principal arterial Or 34 (Hwy 210) WB over Willamette River
Linn 1940 11,330 Urban minor arterial Salem Ave over Cox Creek
Lane 1936 10,905 Urban other principal arterial US101 (Hwy 9) over Siuslaw River
Lane 2007 7,873 Rural minor arterial Hwy 222 over I-5 (Hwy 1)
Lincoln 1930 7,215 Rural arterial Or 18 (Hwy 39) over Salmon River
Lincoln 1989 6,930 Rural arterial US 20 (Hwy 33) over Tumtum River
Lincoln 1936 6,800 Rural major collector Old US 20- Hwy 033 over W Olalla Slough
Lane 1973 6,753 Urban minor arterial Royal Ave over Amazon Canal
Linn 1991 4,841 Urban minor arterial Columbus St. over Oak Creek O Flow
Douglas 1946 4,541 Urban local road Stewart Park Road over South Umpqua River
Polk 1979 4,473 Urban minor arterial Monmouth Cut Off over N Fk Ash Creek
Benton 1967 4,100 Urban collector NW Grant St over Dixon Cr
Lincoln 1963 3,605 Rural major collector OR 229 (Hwy 181) over Depot Creek
Lincoln 1963 3,605 Rural major collector OR 229 (Hwy 181) over Depot Creek
Polk 1953 3,545 Rural minor arterial OR 223 (Hwy 191) over Fern Creek
Curry 1957 3,451 Rural minor arterial Jerrys Flat Road over Indian Creek
Lane 1932 3,445 Rural minor arterial Or 36 (Hwy 229) over Creek
Benton 1958 3,374 Urban collector NW Garfield Ave over Dixon Cr
Linn 1954 3,351 Rural minor arterial OR 99E (Hwy 58) over Creek

Bridge Inventory: Oregon

Type of Bridge Number of Bridges Area of All Bridges
(sq. meters)
Daily Crossings on All Bridges Number of Structurally Deficient Bridges Area of Structurally Deficient Bridges
(sq. meters)
Daily Crossings on Structurally Deficient Bridges
Rural Interstate 128 109,350 2,638,095 0 0 0
Rural arterial 282 299,954 1,955,765 4 2,007 30,845
Rural minor arterial 182 122,140 859,568 8 2,223 38,479
Rural major collector 464 204,682 884,156 34 10,670 42,789
Rural minor collector 466 124,405 261,391 25 4,866 10,670
Rural local road 1,208 229,186 245,346 91 16,681 14,858
Urban Interstate 76 136,006 2,255,059 0 0 0
Urban freeway/expressway 42 47,498 1,262,114 0 0 0
Urban other principal arterial 82 142,172 1,407,663 5 15,140 75,284
Urban minor arterial 108 60,058 1,093,959 12 2,882 52,094
Urban collector 80 23,443 248,074 7 1,534 15,099
Urban local road 58 19,253 84,595 4 1,340 7,354
Total 3,176 1,518,146 13,195,785 190 57,342 287,472

Proposed Bridge Work

Type of Work Number of Bridges Cost to Repair
(in millions)
Daily Crossings Area of Bridges
(sq. meters)
Bridge replacement 117 $367 413,127 76,618
Widening & rehabilitation 329 $903 2,646,025 271,398
Rehabilitation 122 $80 147,276 28,362
Deck rehabilitation/replacement 0 $0 0 0
Other structural work 208 $110 8,920 39,978
Total 776 $1,460 3,215,348 416,356

About the data:

Data includes information for the following area(s): Benton, Coos, Curry, Douglas, Lane, Lincoln, Linn, Polk

Data and cost estimates are from the Federal Highway Administration (FHWA) National Bridge Inventory (NBI), downloaded on June 24, 2025. Note that specific conditions on bridges may have changed as a result of recent work or updated inspections.

Effective January 1, 2018, FHWA changed the definition of structurally deficient as part of the final rule on highway and bridge performance measures, published May 20, 2017 pursuant to the 2012 federal aid highway bill Moving Ahead for Progress in the 21st Century Act (MAP-21). Two measures that were previously used to classify bridges as structurally deficient are no longer used. This includes bridges where the overall structural evaluation was rated in poor or worse condition, or where the adequacy of waterway openings was insufficient.

The new definition limits the classification to bridges where one of the key structural elements—the deck, superstructure, substructure or culverts, are rated in poor or worse condition. During inspection, the conditions of a variety of bridge elements are rated on a scale of 0 (failed condition) to 9 (excellent condition). A rating of 4 is considered “poor” condition.

Cost estimates have been derived by ARTBA, based on 2023 average bridge replacement costs for structures on and off the National Highway System, published by FHWA. Bridge rehabilitation costs are estimated to be 68 percent of replacement costs. A bridge is considered to need repair if the structure has identified repairs as part of the NBI, a repair cost estimate is supplied by the bridge owner or the bridge is classified as structurally deficient. Please note that for a few states, the number of bridges needing to be repaired can vary significantly from year to year, and reflects the data entered by the state.

Bridges are classified by FHWA into types based on the functional classification of the roadway on the bridge. Interstates comprise routes officially designated by the Secretary of Transportation. Other principal arterials serve major centers of urban areas or provide mobility through rural areas. Freeways and expressways have directional lanes generally separated by a physical barrier, and access/egress points generally limited to on- and off-ramps. Minor arterials serve smaller areas and are used for trips of moderate length. Collectors funnel traffic from local roads to the arterial network; major collectors have higher speed limits and traffic volumes and are longer in length and spaced at greater intervals, while minor collectors are shorter and provide service to smaller communities. Local roads do not carry through traffic and are intended for short distance travel.

33
Compared to 37 in 2024

in the nation in % of structurally deficient bridges

1. Iowa 19.0%
32. Kansas 5.0%
33. Oregon 5.0%
34. California 5.0%

30
Compared to 33 in 2024

in the nation in # of structurally deficient bridges

1. Iowa 4,424
29. North Dakota 470
30. Oregon 422
31. Colorado 417

39
Compared to 43 in 2024

in the nation in % of structurally deficient bridge deck area

1. West Virginia 13.0%
38. New Mexico 3.0%
39. Oregon 3.0%
40. Kansas 3.0%
Full State Ranking

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  • Source: Data is from the Federal Highway Administration (FHWA) National Bridge Inventory (NBI), downloaded on June 24, 2025. Note that specific conditions on bridges may have changed as a result of recent work or updated inspections.

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