+37.17972, -85.42833
37°10'47" N, 85°25'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-61 over CANEY FORK
Structure number:044B00009N
Old structure number:044*0061*B0009 (from 1992 edition)
Location:1.9 MI SOU. OF JCT KY 487
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.9 ft. [13.7 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,224 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:55.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairSatisfactory122455.1
October 2015FairSatisfactoryFairSatisfactory122455.1
October 2013FairSatisfactoryFairSatisfactory122455.1
October 2011FairSatisfactoryFairSatisfactory128055.0
October 2009FairSatisfactoryFairSatisfactory129055.0
October 2007FairSatisfactoryFairSatisfactory128055.0
October 2005FairGoodSatisfactoryGood127866.7
October 2003FairGoodSatisfactoryGood146365.9
October 2001GoodGoodGoodGood146363.9
October 1999GoodGoodGoodGood146363.9
October 1997GoodGoodGoodGood146363.9
October 1995GoodGoodGoodGood131564.3
October 1993GoodGoodGoodGood131557.3
October 1991GoodGoodGoodGood131557.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.38433430200
Reinforced Concrete Top Flangesq. ft.2,1151,75536000
Wearing Surfacessq. ft.1,8351,835000
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.7775200
Reinforced Concrete Pier Caplinear ft.2217050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1921682400
Steel Protective Coatingsq. ft.11000