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KY-52 over PAINT LICK CREEK

Map

Coordinates:
+37.61806, -84.40806
37°37'05" N, 84°24'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-52 over PAINT LICK CREEK
Structure number:040B00004N
Old structure number:040*0052*B0004 (from 1992 edition)
Location:.01 Mi W of Madison Cty
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1948
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,381 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:38.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$559,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory338138.3
November 2017FairSatisfactoryFairSatisfactory338138.3
November 2016FairGoodFairSatisfactory338138.3
November 2015FairFairFairSatisfactory338137.2
November 2014FairFairFairSatisfactory281137.4
November 2013FairFairFairSatisfactory277037.4
November 2012FairFairFairSatisfactory273023.3
November 2011FairFairFairSatisfactory266023.4
November 2010FairFairFairSatisfactory249023.5
November 2009FairFairFairSatisfactory249023.5
November 2008FairFairFairSatisfactory252023.5
November 2007FairFairFairSatisfactory252023.5
November 2005FairFairFairSatisfactory258723.4
November 2003FairSatisfactorySatisfactorySatisfactory127234.7
November 2001FairSatisfactorySatisfactorySatisfactory127232.7
November 2000FairSatisfactorySatisfactorySatisfactory127232.7
November 1999FairSatisfactorySatisfactorySatisfactory127232.7
November 1998FairSatisfactoryGoodGood127232.7
November 1996GoodGoodGoodGood60232.9
November 1995GoodGoodGoodGood133832.7
November 1994GoodGoodGoodGood133838.0
November 1993GoodGoodGoodGood133841.1
November 1991GoodGoodGoodGood133841.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6165630530
Steel Protective Coatingsq. ft.4,3124,312000
Deck
Reinforced Concrete Decksq. ft.3,7229302,79200
Wearing Surfacessq. ft.3,0803,080000
Substructure
Reinforced Concrete Columneach44000
Masonry Pier Walllinear ft.2402310
Masonry Abutmentlinear ft.4035500
Reinforced Concrete Pile Cap/Footinglinear ft.2626000
Reinforced Concrete Pier Caplinear ft.10593930
Bearings
Fixed Bearingeach3231010
Steel Protective Coatingsq. ft.6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3082862200