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FRONTAGE ROAD over WOLF LODGE CREEK

Map

Coordinates:
+47.62889, -116.62222
47°37'44" N, 116°37'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRONTAGE ROAD over WOLF LODGE CREEK
Structure number:000000000030480
Location:0.6N 1.4E WOLF LODGE JCT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:Other Local Agencies [25]
Year built:1934
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:46.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$854,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairFair15046.2
June 2015FairSatisfactoryFairFair15047.2
June 2013FairGoodFairFair15047.2
June 2012FairGoodFairFair15048.9
June 2011FairGoodFairFair15048.9
June 2010FairGoodFairFair15048.9
June 2009FairGoodFairFair15048.9
June 2008FairGoodFairFair15048.3
June 2007FairGoodFairFair15048.3
June 2006FairGoodFairFair15048.3
June 2005FairGoodFairFair15048.3
June 2004FairGoodFairFair15048.3
June 2003FairGoodFairFair15048.3
June 2002FairGoodFairFair15048.3
June 2000FairGoodFairFair15048.3
June 1999FairGoodFairFair15048.3
June 1998FairGoodFairFair15048.3
June 1997FairGoodFairFair15048.3
June 1996FairGoodFairFair15048.3
June 1995FairGoodFairSatisfactory15048.4
August 1994FairGoodFairSatisfactory15048.4
August 1993FairGoodFairGood15048.4
August 1992GoodGoodGoodGood15058.8
August 1991GoodGoodGoodGood15058.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3483133500
Deck
Reinforced Concrete Top Flangesq. ft.2,3662,2976540
Wearing Surfacessq. ft.2,1052,103200
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Pier Walllinear ft.5405400
Reinforced Concrete Pier Caplinear ft.5446710
Joints
Pourable Jointlinear ft.2400240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1740401340