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US 195 over S FK PALOUSE RIVER

Map

Coordinates:
+46.88400, -117.36454
46°53'02" N, 117°21'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 195 over S FK PALOUSE RIVER
Structure number:000000BI0000000
Location:0.3 N JCT SR 272
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:113.9 ft. [34.7 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:70°
Owner:State Highway Agency [01]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,658 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:30.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,290,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSatisfactoryPoorSatisfactory965830.4
July 2016FairSatisfactoryFairSatisfactory965849.1
July 2014FairSatisfactoryFairSatisfactory965849.1
July 2012FairSatisfactoryFairSatisfactory1026048.4
July 2010FairSatisfactoryFairSatisfactory1013548.5
August 2008FairSatisfactoryFairSatisfactory961049.1
October 2006FairSatisfactoryFairSatisfactory822547.7
September 2004FairSatisfactorySatisfactorySatisfactory822559.4
July 2002FairSatisfactorySatisfactorySatisfactory822559.4
March 2000FairGoodSatisfactorySatisfactory1138654.5
November 1998FairVery GoodSatisfactorySatisfactory1138654.5
September 1996FairSatisfactorySatisfactorySatisfactory1138663.1
August 1994FairSatisfactorySatisfactorySatisfactory1138663.2
October 1992FairSatisfactorySatisfactoryGood1055063.9
March 1990FairSatisfactorySatisfactoryGood1055063.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.120120000
Steel Protective Coatingsq. ft.100100000
Reinforced Concrete Girder/Beamlinear ft.2,0001,736250140
Timber Girder/Beamlinear ft.36018803169
Deck
Reinforced Concrete Decksq. ft.13,57313,308220045
Wearing Surfacessq. ft.13,573013,57300
Substructure
Reinforced Concrete Pier Walllinear ft.258256200
Reinforced Concrete Abutmentlinear ft.51846048100
Joints
Open Jointlinear ft.328032800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.152728000
Deck
Reinforced Concrete Slabsq. ft.976976000