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I 90 EBL over WOLF LODGE CREEK

Map

Coordinates:
+47.62861, -116.62194
47°37'43" N, 116°37'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL over WOLF LODGE CREEK
Structure number:000000000016920
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 2015FairGoodSatisfactoryFair600086.4
March 2013FairGoodSatisfactoryFair600086.4
March 2011FairVery GoodGoodSatisfactory625097.4
March 2009FairExcellentGoodSatisfactory1300089.4
March 2007FairSatisfactoryGoodSatisfactory1300089.4
March 2005FairSatisfactoryGoodSatisfactory1300089.4
March 2003FairSatisfactoryGoodSatisfactory1200089.5
March 2001FairSatisfactoryGoodSatisfactory1200089.5
March 2000FairSatisfactoryGoodSatisfactory1100091.8
March 1998FairSatisfactoryGoodSatisfactory1100091.8
March 1997FairSatisfactoryGoodSatisfactory1100091.8
March 1995FairSatisfactoryVery GoodSatisfactory1100092.0
March 1993FairSatisfactoryVery GoodSatisfactory878092.2
June 1991FairGoodVery GoodSatisfactory878092.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.71258112830
Deck
Reinforced Concrete Top Flangesq. ft.3,6003,396241800
Wearing Surfacessq. ft.3,4203,24001800
Substructure
Reinforced Concrete Abutmentlinear ft.9285700
Steel Pileeach1600160
Steel Protective Coatingsq. ft.6600665940
Reinforced Concrete Pier Caplinear ft.91791200
Joints
Pourable Jointlinear ft.7907900
Bearings
Elastomeric Bearingeach3203200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.225221400
Steel Protective Coatingsq. ft.993993000