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SH 97 over I90 EB-WB; WOLF LODGE IC

Map

Coordinates:
+47.62333, -116.64889
47°37'24" N, 116°38'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 97 over I90 EB-WB; WOLF LODGE IC
Structure number:000000000018936
Location:9.1 E. COEUR D'ALENE
Purpose:Carries highway overpass over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:107.0 ft. [32.6 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodExcellentExcellent150099.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2491,249000
Deck
Prestressed Concrete Top Flangesq. ft.9,0629,062000
Wearing Surfacessq. ft.9,0629,062000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.8686000
Reinforced Concrete Pier Caplinear ft.4242000
Joints
Pourable Jointlinear ft.9191000
Compression Jointlinear ft.7979000
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.502502000