+36.99000, -85.97528
36°59'24" N, 85°58'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1297 over BEAVER CREEK
Structure number:005B00057N
Old structure number:005*1297*B0057 (from 1992 edition)
Location:.10 MI SOU. OF CMBRL PW U
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.9 ft. [13.7 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1956
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:4
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,679 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:62.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodFairSatisfactory167962.7
August 2014FairVery GoodSatisfactoryGood235573.0
August 2012FairVery GoodSatisfactoryGood215073.5
August 2010FairVery GoodSatisfactoryGood208073.6
August 2008FairVery GoodSatisfactoryGood210073.6
August 2006GoodVery GoodGoodVery Good195077.3
July 2004GoodVery GoodGoodVery Good225577.2
August 2000GoodVery GoodGoodVery Good172877.2
August 1998GoodVery GoodGoodVery Good172877.2
August 1996GoodVery GoodGoodVery Good172877.2
August 1994GoodVery GoodGoodVery Good93478.1
August 1992GoodVery GoodVery GoodVery Good93478.1
August 1990GoodVery GoodVery GoodVery Good93478.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.76858801800
Reinforced Concrete Top Flangesq. ft.4,9924,992000
Wearing Surfacessq. ft.4,2304,230000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.5453100
Reinforced Concrete Pier Caplinear ft.69572100
Pourable Jointlinear ft.6666000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.384382200