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KY-1295 over PAINT LICK CREEK

Map

Coordinates:
+37.65611, -84.42861
37°39'22" N, 84°25'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1295 over PAINT LICK CREEK
Structure number:040B00021N
Old structure number:040*1295*B0021 (from 1992 edition)
Location:ON MADISON - GARRARD CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:214.9 ft. [65.5 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:1953
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:5
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:Fair
Status:Posted for load [P]
Average daily traffic:1,781 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:58.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$704,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairFair178158.5
November 2015FairSatisfactoryFairSatisfactory176861.5
November 2013FairSatisfactoryFairSatisfactory205761.4
November 2011FairSatisfactoryFairFair234056.4
November 2009FairSatisfactoryFairFair218056.4
November 2007FairSatisfactoryFairFair203056.4
November 2005FairSatisfactoryFairFair276755.3
November 2003FairSatisfactoryFairFair143455.2
November 2001FairSatisfactorySatisfactorySatisfactory143463.2
November 1999FairGoodSatisfactorySatisfactory143463.2
November 1997GoodGoodGoodGood143463.2
November 1995GoodGoodGoodGood143463.3
November 1993GoodGoodGoodGood143464.6
November 1991GoodGoodGoodGood143464.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.86480432280
Deck
Reinforced Concrete Top Flangesq. ft.5,5904,4701,12000
Wearing Surfacessq. ft.4,7303,78494600
Substructure
Reinforced Concrete Columneach84400
Reinforced Concrete Abutmentlinear ft.5650330
Reinforced Concrete Pier Caplinear ft.92062300
Joints
Pourable Jointlinear ft.8800088
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4324221000