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US 95 over JUMP CREEK

Map

Coordinates:
+43.56622, -116.92122
43°33'58" N, 116°55'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 95 over JUMP CREEK
Structure number:000000000018045
Location:5.0 S. HOMEDALE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:46.9 ft. [14.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 2015]
Truck traffic:21% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:77.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$751,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryFair230077.2
January 2015FairSatisfactorySatisfactoryFair200078.5
January 2013FairSatisfactorySatisfactoryFair210082.9
January 2012FairSatisfactorySatisfactoryFair210082.9
January 2011FairSatisfactorySatisfactoryFair210082.9
January 2010FairSatisfactorySatisfactoryFair200081.9
January 2009FairSatisfactorySatisfactoryFair200081.9
January 2008FairSatisfactorySatisfactoryFair200081.9
January 2007FairSatisfactorySatisfactoryFair200081.9
January 2006FairSatisfactorySatisfactoryFair180081.9
January 2005FairGoodGoodFair180081.9
January 2004FairGoodGoodFair180081.9
March 2001FairGoodGoodFair180083.9
March 1999FairGoodGoodSatisfactory170094.9
March 1997FairVery GoodVery GoodSatisfactory170098.0
March 1995GoodVery GoodVery GoodGood170097.0
July 1993GoodVery GoodVery GoodGood136097.0
July 1991GoodVery GoodVery GoodVery Good136098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.335335000
Deck
Prestressed Concrete Top Flangesq. ft.1,9061,906000
Wearing Surfacessq. ft.1,8241,824000
Concrete Protective Coatingsq. ft.1,8240001,824
Substructure
Reinforced Concrete Abutmentlinear ft.79671020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9594100