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I-82 over YAKIMA RIVER

Map

Coordinates:
+46.63140, -120.51802
46°37'53" N, 120°31'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-82 over YAKIMA RIVER
Structure number:0006123B0000000
Location:0.4 E JCT SR 823
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:279.9 ft. [85.3 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,410 [as of 2016]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,680,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryGood1241069.5
August 2016FairSatisfactorySatisfactoryGood1049369.7
August 2014FairGoodSatisfactoryGood1049369.7
August 2012FairSatisfactorySatisfactorySatisfactory1144969.6
September 2010FairSatisfactorySatisfactorySatisfactory1660268.9
September 2008FairSatisfactorySatisfactorySatisfactory1660268.9
October 2006FairSatisfactorySatisfactorySatisfactory850070.9
September 2004FairSatisfactorySatisfactorySatisfactory850070.9
March 2002FairFairSatisfactorySatisfactory850069.9
August 2000FairFairSatisfactorySatisfactory2004967.5
August 1998PoorPoorSatisfactorySatisfactory2004966.4
October 1996FairFairSatisfactorySatisfactory2004968.5
August 1994FairGoodSatisfactorySatisfactory2004972.1
November 1992FairGoodSatisfactorySatisfactory1735072.3
August 1990PoorSeriousGoodGood1735067.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,7041,704000
Steel Protective Coatingsq. ft.11,20710,570054988
Deck
Reinforced Concrete Decksq. ft.11,36011,31224024
Wearing Surfacessq. ft.11,360011,346140
Superstructure
Steel Trusslinear ft.560336281960
Steel Protective Coatingsq. ft.36,83234,73801,805289
Steel Floor Beamlinear ft.45032701230
Steel Protective Coatingsq. ft.2,9592,791014523
Steel Gusset Plateeach4040000
Substructure
Reinforced Concrete Abutmentlinear ft.1351250100
Joints
Open Jointlinear ft.360016080120
Assembly without Seal Jointlinear ft.80040400
Bearings
Movable Bearingeach22000
Fixed Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1361,132040