+36.66861, -85.06306
36°40'07" N, 85°03'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-415 over DUVALL CREEK
Structure number:027B00028N
Old structure number:027*0415*B0028 (from 1992 edition)
Location:.10 MI WEST OF JCT KY 968
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:866 [as of 2015]
Truck traffic:3% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:79.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$74,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory86679.3
December 2015FairSatisfactorySatisfactorySatisfactory119879.1
December 2013FairSatisfactorySatisfactorySatisfactory117179.1
December 2011FairSatisfactorySatisfactorySatisfactory107079.2
December 2009GoodGoodGoodGood110079.1
December 2007GoodGoodGoodGood124079.0
December 2005GoodGoodGoodGood126379.0
December 2003GoodGoodGoodGood54179.6
December 2001GoodGoodGoodGood54179.6
December 1999GoodGoodGoodGood54179.6
December 1997GoodGoodGoodGood54177.6
December 1995GoodGoodGoodGood85977.3
December 1993GoodGoodGoodGood85977.3
December 1991GoodGoodGoodGood85976.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.350350000
Prestressed Concrete Top Flangesq. ft.5955653000
Reinforced Concrete Abutmentlinear ft.112724000
Reinforced Concrete Pile Cap/Footinglinear ft.84602400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10096400
Steel Protective Coatingsq. ft.400400000