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US 95 over NPRR;CLEARWATER RIVER

Map

Coordinates:
+46.44251, -116.84270
46°26'33" N, 116°50'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 95 over NPRR;CLEARWATER RIVER
Structure number:000000000018465
Location:4 N. LAPWAI
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:120.1 ft. [36.6 m]
Total length:1230.0 ft. [374.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2015]
Truck traffic:12% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:58.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,167,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairFair670058.4
February 2016FairSatisfactoryFairFair670058.4
February 2015PoorSatisfactoryFairCritical57007.0
February 2014PoorSatisfactoryFairCritical54007.0
February 2013PoorSatisfactoryPoorCritical54007.0
February 2012PoorSatisfactoryPoorCritical54007.0
February 2011PoorSatisfactoryPoorFair540027.8
February 2010PoorSatisfactoryPoorFair550027.8
February 2009PoorSatisfactoryPoorCritical55007.0
February 2008PoorSatisfactoryPoorPoor550027.8
February 2006PoorSatisfactoryPoorPoor550027.8
February 2005PoorSatisfactoryPoorPoor550027.8
March 2003FairFairFairSatisfactory560045.3
March 2002FairFairFairSatisfactory560045.3
March 2000FairFairFairSatisfactory500044.6
March 1999PoorPoorFairSatisfactory500037.7
March 1997FairFairSatisfactorySatisfactory500057.4
March 1995FairGoodGoodSatisfactory450059.7
March 1993FairGoodGoodSatisfactory450059.7
March 1991GoodGoodGoodGood345060.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9064,40949250
Steel Protective Coatingsq. ft.63,36062,72945612550
Deck
Reinforced Concrete Decksq. ft.40,34423,97416,294760
Substructure
Reinforced Concrete Columneach4004000
Reinforced Concrete Abutmentlinear ft.6964500
Reinforced Concrete Pile Cap/Footinglinear ft.4004000
Reinforced Concrete Pier Caplinear ft.32520587330
Joints
Pourable Jointlinear ft.4880463250
Bearings
Movable Bearingeach44291500
Steel Protective Coatingsq. ft.8884400
Fixed Bearingeach44291500
Steel Protective Coatingsq. ft.8884400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4542,4391500
Steel Protective Coatingsq. ft.11,04611,046000