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N 2600 E over WILFORD CANAL

Map

Coordinates:
+43.91278, -111.63806
43°54'46" N, 111°38'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N 2600 E over WILFORD CANAL
Structure number:000000000032205
Location:3.3 S. 2.2 E. ST ANTHONY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2015]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:80.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory80080.7
October 2013FairSatisfactorySatisfactorySatisfactory57086.3
October 2011FairSatisfactorySatisfactorySatisfactory15091.0
October 2009FairSatisfactorySatisfactorySatisfactory15090.0
October 2007GoodGoodGoodGood15090.0
October 2005GoodGoodGoodGood15090.0
October 2003GoodGoodGoodGood15090.0
October 2001GoodGoodGoodGood15090.0
October 1999GoodGoodGoodVery Good15090.0
October 1997GoodGoodGoodVery Good15090.0
October 1995GoodGoodGoodVery Good15091.0
October 1993GoodGoodGoodVery Good15091.0
October 1991GoodGoodGoodVery Good15091.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.115645100
Deck
Prestressed Concrete Top Flangesq. ft.642642000
Wearing Surfacessq. ft.5965366000
Substructure
Reinforced Concrete Abutmentlinear ft.5655100
Bearings
Elastomeric Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4232316
Steel Protective Coatingsq. ft.8484000