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SH 46 SPUR over I 84 EB-WB;W.WENDELL IC

Map

Coordinates:
+42.77556, -114.72583
42°46'32" N, 114°43'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 46 SPUR over I 84 EB-WB;W.WENDELL IC
Structure number:000000000014410
Location:1.3 W. WENDELL
Purpose:Carries highway overpass over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:149.9 ft. [45.7 m]
Total length:339.9 ft. [103.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryGoodSatisfactory350099.0
May 2014FairSatisfactoryGoodSatisfactory350099.0
May 2013FairSatisfactoryGoodSatisfactory230099.0
May 2012FairSatisfactoryGoodSatisfactory230099.0
May 2011FairSatisfactoryGoodSatisfactory230099.0
May 2010FairSatisfactoryGoodSatisfactory230099.0
May 2009FairSatisfactoryGoodSatisfactory280099.0
May 2008FairSatisfactoryGoodSatisfactory280099.0
May 2006FairSatisfactoryGoodSatisfactory300099.0
May 2004FairSatisfactoryGoodSatisfactory330099.0
May 2002FairSatisfactoryGoodSatisfactory300099.0
May 2000FairSatisfactoryGoodSatisfactory270099.0
May 1998FairSatisfactoryGoodGood270099.0
May 1996FairSatisfactoryGoodGood250099.0
May 1994FairSatisfactoryGoodGood250099.0
May 1992FairSatisfactoryGoodGood1510100.0
May 1990GoodGoodVery GoodGood1510100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4991,4732600
Steel Protective Coatingsq. ft.22,94022,940000
Prestressed Concrete Girder/Beamlinear ft.121121000
Deck
Reinforced Concrete Decksq. ft.12,94211,4421,50000
Wearing Surfacessq. ft.11,9646,9645,00000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Pier Walllinear ft.99742500
Reinforced Concrete Abutmentlinear ft.9996300
Reinforced Concrete Pier Caplinear ft.4646000
Joints
Compression Jointlinear ft.9809800
Bearings
Movable Bearingeach1001000
Fixed Bearingeach55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.722722000
Reinforced Concrete Bridge Raillinear ft.7226477050
Deck
Reinforced Concrete Slabsq. ft.5565411500
Wearing Surfacessq. ft.5144645000