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SH 36 over BEAR RIVER

Map

Coordinates:
+42.19306, -111.77889
42°11'35" N, 111°46'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 36 over BEAR RIVER
Structure number:000000000014075
Location:3.5 E. JCT SH 34 & SH 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:37.1 ft. [11.3 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2007
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 13.5 / HS 15 [3]
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:670 [as of 2015]
Truck traffic:13% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:77.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,220,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryFair67077.7
November 2015FairSatisfactoryGoodSatisfactory67089.2
November 2013FairSatisfactoryGoodSatisfactory67089.2
November 2011FairSatisfactoryGoodSatisfactory55093.0
November 2009FairSatisfactoryGoodSatisfactory70085.7
November 2007GoodGoodGoodGood54082.8
November 2006PoorSatisfactorySeriousFair54041.4
November 2005PoorSatisfactorySeriousFair54041.4
November 2004PoorSatisfactorySeriousSatisfactory54041.4
November 2002FairGoodFairSatisfactory54073.9
October 1999FairGoodFairSatisfactory54073.9
October 1997FairGoodSatisfactorySatisfactory54085.0
October 1995FairGoodSatisfactorySatisfactory54085.0
October 1993FairGoodSatisfactorySatisfactory52085.0
October 1991FairGoodSatisfactorySatisfactory52085.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.679677110
Deck
Reinforced Concrete Decksq. ft.3,2653,2352640
Wearing Surfacessq. ft.2,9602,960000
Substructure
Reinforced Concrete Abutmentlinear ft.8469870
Reinforced Concrete Pile Cap/Footinglinear ft.3500350
Steel Pileeach1200120
Steel Protective Coatingsq. ft.50012500375
Reinforced Concrete Pier Caplinear ft.5857100
Joints
Compression Jointlinear ft.116011510
Bearings
Elastomeric Bearingeach36181800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2260196300
Steel Protective Coatingsq. ft.1,5671,22800339