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


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, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.115645100
Prestressed Concrete Top Flangesq. ft.642642000
Wearing Surfacessq. ft.5965366000
Reinforced Concrete Abutmentlinear ft.5655100
Elastomeric Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4232316
Steel Protective Coatingsq. ft.8484000