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US 30 over BILLINGSLEY CREEK

Map

Coordinates:
+42.83528, -114.89361
42°50'07" N, 114°53'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 30 over BILLINGSLEY CREEK
Structure number:000000000013555
Location:1.5 N. HAGERMAN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:27.9 ft. [8.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairSatisfactory200087.5
November 2015FairSatisfactoryFairSatisfactory210086.4
November 2013FairSatisfactoryFairSatisfactory210086.4
November 2012FairSatisfactoryFairSatisfactory200087.5
November 2011FairSatisfactoryFairSatisfactory200087.5
November 2010FairSatisfactoryFairSatisfactory200087.5
November 2009FairSatisfactoryFairSatisfactory210085.6
November 2008FairSatisfactoryFairSatisfactory210085.6
November 2006FairSatisfactoryFairSatisfactory230085.4
November 2004FairSatisfactoryFairSatisfactory230085.4
November 2002FairSatisfactoryFairSatisfactory210085.6
November 2000FairSatisfactorySatisfactorySatisfactory210091.8
November 1998FairSatisfactoryGoodGood210091.8
November 1996GoodGoodGoodGood200093.9
November 1994GoodGoodGoodGood200093.9
November 1992GoodGoodGoodGood139094.3
November 1990GoodGoodGoodGood139094.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.505340155100
Deck
Reinforced Concrete Decksq. ft.3,1322,70742500
Wearing Surfacessq. ft.2,96702,957010
Substructure
Reinforced Concrete Abutmentlinear ft.92771500
Steel Pileeach1200120
Steel Protective Coatingsq. ft.655065500
Reinforced Concrete Pier Caplinear ft.7575000
Joints
Pourable Jointlinear ft.8200820
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.174174000
Steel Protective Coatingsq. ft.1,1991,199000