KY-1295 over BACK CREEK


+37.63111, -84.47889
37°37'52" N, 84°28'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1295 over BACK CREEK
Structure number:040B00022N
Old structure number:040*1295*B0022 (from 1992 edition)
Location:2.6 MI E OF JCT W/KY 563
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.9 ft. [13.7 m]
Total length:131.6 ft. [40.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,956 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Poor [4 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorFairFair195667.7
November 2015PoorPoorFairFair195668.7
November 2013FairFairFairFair150970.8
November 2011FairFairFairFair150070.8
November 2009FairSatisfactoryFairFair194071.7
November 2007FairSatisfactoryFairFair197071.7
November 2005FairSatisfactoryFairFair178671.8
November 2003FairSatisfactoryFairFair200169.7
November 2001FairSatisfactorySatisfactorySatisfactory200178.8
November 1999FairGoodSatisfactorySatisfactory200178.8
November 1997FairGoodSatisfactoryGood200178.8
November 1995FairGoodSatisfactoryGood141180.9
November 1993GoodGoodGoodGood141177.9
November 1991GoodGoodGoodGood141177.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.5264842328
Reinforced Concrete Top Flangesq. ft.3,68202,4321,2500
Wearing Surfacessq. ft.3,18901,9131,2760
Reinforced Concrete Columneach60420
Reinforced Concrete Abutmentlinear ft.88390490
Reinforced Concrete Pile Cap/Footinglinear ft.3600360
Reinforced Concrete Pier Caplinear ft.76014620
Pourable Jointlinear ft.9200092
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.263257600