Share:

1700 EAST RD over HIGH LINE CANAL

Map

Coordinates:
+42.51611, -114.71194
42°30'58" N, 114°42'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:1700 EAST RD over HIGH LINE CANAL
Structure number:000000000025385
Location:5.7 S. 2.4 E. BUHL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
Owner:Other Local Agencies [25]
Year built:1981
Year reconstructed:1991
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 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 desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:76.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$721,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairFair15076.0
February 2015FairSatisfactoryFairFair15076.0
February 2013FairSatisfactoryFairFair15076.0
February 2011FairSatisfactoryFairSatisfactory15076.0
February 2009FairSatisfactorySatisfactorySatisfactory15087.0
February 2007FairSatisfactorySatisfactorySatisfactory15087.0
February 2005FairSatisfactoryGoodSatisfactory15087.0
February 2003FairSatisfactoryGoodSatisfactory15087.0
February 2001FairSatisfactoryGoodSatisfactory15087.0
February 1999FairSatisfactoryGoodSatisfactory15087.0
February 1997FairSatisfactoryGoodGood15087.0
February 1995FairSatisfactoryGoodGood15086.7
February 1993GoodGoodGoodGood15094.2
February 1991----15034.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5180453650
Steel Protective Coatingsq. ft.3,1551,2723014951,087
Deck
Reinforced Concrete Decksq. ft.2,1521,52762500
Wearing Surfacessq. ft.1,7601,7100500
Substructure
Reinforced Concrete Pier Walllinear ft.3634200
Reinforced Concrete Abutmentlinear ft.102663240
Reinforced Concrete Pile Cap/Footinglinear ft.3703610
Reinforced Concrete Pier Caplinear ft.3630150
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160718720
Steel Protective Coatingsq. ft.6,9606,9380022