+37.78722, -84.58611
37°47'14" N, 84°35'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1268 over HICKMAN CREEK
Structure number:057B00022N
Old structure number:057*1268*B0022 (from 1992 edition)
Location:2.8 MI. S. JCT. W/US 27
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:73.2 ft. [22.3 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1983
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:621 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:26.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorPoorFair62126.1
February 2017PoorPoorPoorFair62126.1
January 2016FairFairFairFair48446.2
March 2015FairFairFairSatisfactory43046.3
January 2013FairFairFairSatisfactory34080.3
January 2011FairFairFairSatisfactory32180.3
January 2009FairFairFairSatisfactory32680.3
January 2007FairFairFairSatisfactory33380.3
January 2005FairSatisfactoryFairSatisfactory32481.3
January 2003FairSatisfactorySatisfactorySatisfactory35392.3
January 2001FairSatisfactorySatisfactorySatisfactory35392.3
January 1999GoodGoodGoodGood35392.3
January 1997GoodGoodGoodGood33692.3
January 1995GoodGoodVery GoodGood15396.4
January 1993GoodGoodVery GoodGood15396.4
January 1991GoodGoodVery GoodGood15396.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,21583815951167
Prestressed Concrete Top Flangesq. ft.3,6905532,7683690
Reinforced Concrete Columneach41120
Reinforced Concrete Abutmentlinear ft.1321106160
Reinforced Concrete Pile Cap/Footinglinear ft.6663210
Reinforced Concrete Pier Caplinear ft.64401230
Pourable Jointlinear ft.5800058
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2722601200
Steel Protective Coatingsq. ft.1,36068068000