US 60 W over CANE CR


+36.90844, -90.72155
36°54'30" N, 90°43'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 W over CANE CR
Structure number:985
Old structure number:A11951 1 (from 1992 edition)
Location:S 15 T 26 N R 3 E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:110.9 ft. [33.8 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1963
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:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,126 [as of 2016]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:66.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,186,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairGoodGood212666.9
May 2016FairFairGoodGood212666.9
August 2015FairSatisfactoryGoodGood205668.2
December 2013FairSatisfactoryGoodGood201068.4
December 2011FairSatisfactoryGoodGood201268.4
December 2009FairSatisfactoryGoodGood195967.9
December 2007FairSatisfactoryGoodGood250766.1
October 2005FairSatisfactoryGoodGood505255.6
December 2003FairSatisfactoryGoodGood486256.6
November 2001FairSatisfactoryGoodGood471058.6
December 2000FairSatisfactoryGoodGood407061.3
November 1999FairSatisfactoryGoodGood561858.2
November 1998FairSatisfactoryGoodGood408059.9
September 1991FairSatisfactorySatisfactoryGood307062.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,1281,1161200
Steel Protective Coatingsq. ft.13,80013,70001000
Reinforced Concrete Decksq. ft.9,0103,8693,2001,9410
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1246725320
Reinforced Concrete Pier Caplinear ft.6868000
Assembly without Seal Jointlinear ft.6400640
Movable Bearingeach168800
Steel Protective Coatingsq. ft.166820
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.56345311000