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1050 EAST ROAD over HIGH LINE CANAL

Map

Coordinates:
+42.46806, -114.83917
42°28'05" N, 114°50'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1050 EAST ROAD over HIGH LINE CANAL
Structure number:000000000025585
Location:9.0 S. 4.1 W. BUHL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:18°
Owner:Other Local Agencies [25]
Year built:1930
Year reconstructed:1977
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:62.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$388,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairSatisfactoryFair3062.0
February 2016FairFairGoodFair3069.9
February 2014FairFairGoodFair3069.9
February 2013FairFairGoodFair3069.9
February 2012FairFairGoodSatisfactory3080.9
February 2011FairFairGoodSatisfactory3080.9
February 2010FairSatisfactoryGoodSatisfactory3081.9
February 2009FairSatisfactoryGoodSatisfactory3081.9
February 2008FairSatisfactoryGoodSatisfactory3081.9
February 2006FairSatisfactoryGoodSatisfactory3081.9
February 2005FairSatisfactoryGoodSatisfactory3081.9
February 2004FairGoodGoodSatisfactory3081.9
February 2003FairGoodGoodSatisfactory3081.9
February 2002FairGoodGoodSatisfactory3081.9
February 2001FairGoodGoodSatisfactory3081.9
February 1999FairGoodGoodSatisfactory3083.9
February 1998FairGoodGoodSatisfactory3083.9
February 1996GoodGoodGoodGood3083.9
February 1994GoodGoodGoodGood3083.9
March 1993GoodGoodGoodGood3083.9
February 1992GoodGoodGoodGood3083.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1057619100
Deck
Reinforced Concrete Decksq. ft.700069460
Substructure
Reinforced Concrete Abutmentlinear ft.5604970
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7066400
Steel Protective Coatingsq. ft.3102803000