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I 90 WBL over WOLF LODGE CREEK

Map

Coordinates:
+47.62889, -116.62194
47°37'44" N, 116°37'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 WBL over WOLF LODGE CREEK
Structure number:000000000016925
Location:10.4 E. COEUR D'ALENE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:28.9 ft. [8.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2015]
Truck traffic:22% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryFair650086.3
March 2013FairVery GoodSatisfactorySatisfactory600097.4
March 2011FairVery GoodSatisfactorySatisfactory625097.4
March 2009FairExcellentSatisfactorySatisfactory1300089.4
March 2008PoorPoorSatisfactorySatisfactory1300086.4
March 2007PoorPoorSatisfactorySatisfactory1300086.4
March 2005PoorPoorSatisfactorySatisfactory1300086.4
March 2003FairFairSatisfactorySatisfactory1200088.5
March 2001FairFairSatisfactorySatisfactory1200088.5
March 2000FairFairGoodSatisfactory1100090.7
March 1998FairSatisfactoryGoodSatisfactory1100091.8
March 1997FairSatisfactoryGoodSatisfactory1100091.8
March 1995FairSatisfactoryVery GoodSatisfactory1100092.0
March 1993FairSatisfactoryVery GoodSatisfactory878092.2
June 1991FairSatisfactoryGoodSatisfactory878092.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.71261210000
Deck
Reinforced Concrete Top Flangesq. ft.3,5953,5682700
Wearing Surfacessq. ft.3,4203,420000
Substructure
Reinforced Concrete Abutmentlinear ft.92761600
Steel Pileeach1900190
Steel Protective Coatingsq. ft.660006600
Reinforced Concrete Pier Caplinear ft.91731800
Joints
Pourable Jointlinear ft.7907900
Bearings
Elastomeric Bearingeach3203200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2262032300
Steel Protective Coatingsq. ft.9939702300