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US 195 over PALOUSE RIVER

Map

Coordinates:
+46.88995, -117.36414
46°53'24" N, 117°21'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 195 over PALOUSE RIVER
Structure number:0001542A0000000
Location:0.7 N JCT SR 272
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1931
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:4
Main spans material:Concrete [1]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:6,948 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
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:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,456,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairFair694863.5
July 2016PoorSatisfactoryPoorFair632645.6
July 2014PoorSatisfactoryPoorFair632645.6
July 2012FairSatisfactorySatisfactorySatisfactory629171.5
July 2010FairSatisfactorySatisfactorySatisfactory621471.6
November 2008FairSatisfactorySatisfactorySatisfactory607171.7
October 2006FairSatisfactorySatisfactorySatisfactory925169.1
September 2004FairSatisfactorySatisfactorySatisfactory925169.1
July 2002FairSatisfactorySatisfactorySatisfactory925169.1
March 2001FairSatisfactorySatisfactorySatisfactory910569.3
April 1999FairSatisfactorySatisfactorySatisfactory910569.3
August 1997FairSatisfactorySatisfactorySatisfactory910567.3
August 1995FairSatisfactorySatisfactorySatisfactory910563.2
August 1994FairSatisfactorySatisfactorySatisfactory910563.2
April 1993FairSatisfactorySatisfactorySatisfactory630047.3
June 1991FairSatisfactorySatisfactorySatisfactory870047.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.96090411450
Deck
Reinforced Concrete Decksq. ft.6,2406,2300010
Wearing Surfacessq. ft.6,24006,24000
Substructure
Reinforced Concrete Columneach40040
Reinforced Concrete Abutmentlinear ft.9693030
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Reinforced Concrete Pileeach85300
Joints
Open Jointlinear ft.184018400
Bearings
Enclosed/Concealed Bearingeach87100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4804300500