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US 195 over S FK PALOUSE RIVER

Map

Coordinates:
+46.88656, -117.36442
46°53'12" 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:0001869B0000000
Location:0.5 N JCT SR 272
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,968 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:67.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,390,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactorySatisfactory996867.7
July 2016FairGoodSatisfactorySatisfactory965865.8
July 2014FairSatisfactorySatisfactorySatisfactory965868.8
July 2012FairSatisfactorySatisfactorySatisfactory1026065.3
July 2010FairSatisfactorySatisfactorySatisfactory1013565.4
August 2008FairSatisfactorySatisfactorySatisfactory1013565.4
October 2006FairSatisfactorySatisfactorySatisfactory988065.7
September 2004FairSatisfactorySatisfactorySatisfactory988052.3
July 2002FairSatisfactorySatisfactorySatisfactory988052.3
March 2001FairSatisfactorySatisfactoryGood1161750.5
May 1999FairSatisfactorySatisfactoryGood1161748.5
August 1997FairSatisfactorySatisfactoryGood1161753.9
August 1995FairSatisfactorySatisfactoryGood1161744.5
April 1993FairSatisfactorySatisfactoryGood950046.6
June 1991FairSatisfactorySatisfactoryGood950046.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Top Flangesq. ft.2,5322,532000
Wearing Surfacessq. ft.2,53202,53200
Substructure
Reinforced Concrete Pier Walllinear ft.118116020
Reinforced Concrete Abutmentlinear ft.150150000
Joints
Open Jointlinear ft.176017600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2069910340
Deck
Reinforced Concrete Slabsq. ft.2,5322,5088160