U.S. 60 over CANEY RIVER


+36.74568, -95.96146
36°44'44" N, 95°57'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 60 over CANEY RIVER
Structure number:181210000000000
Old structure number:7422 0237 X (from 1992 edition)
Location:2.1 MI E OSAGE C/L
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:113.9 ft. [34.7 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,628,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair1880052.4
September 2015FairFairFairFair1880052.4
April 2013FairFairFairFair1880052.4
July 2011FairSatisfactoryFairFair1850051.4
July 2009FairSatisfactoryFairFair1800051.7
June 2007FairSatisfactorySatisfactoryGood2140066.3
June 2005FairSatisfactorySatisfactoryGood2240065.7
January 2004FairSatisfactorySatisfactoryGood2300065.4
July 2002FairSatisfactorySatisfactoryGood2157067.2
February 2000FairSatisfactorySatisfactoryGood2157067.2
June 1999FairSatisfactorySatisfactoryGood2157065.2
June 1997FairSatisfactorySatisfactoryGood2203065.0
October 1995FairGoodSatisfactorySatisfactory1000072.3
September 1993FairGoodSatisfactorySatisfactory1000072.3
October 1991FairGoodSatisfactorySatisfactory1870067.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,835352,4653350
Steel Protective Coatingsq. ft.14,1700014,1700
Reinforced Concrete Decksq. ft.15,1050015,1050
Steel Columneach50050
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.10099100
Reinforced Concrete Abutmentlinear ft.1108614100
Reinforced Concrete Pier Caplinear ft.110107300
Pourable Jointlinear ft.106000106
Movable Bearingeach1400140
Fixed Bearingeach1401400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.570252300414
Steel Protective Coatingsq. ft.1,1400001,140
Reinforced Concrete Bridge Raillinear ft.5701519500