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KY 52 over CLARKS RUN CREEK

Map

Coordinates:
+37.63222, -84.73250
37°37'56" N, 84°43'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY 52 over CLARKS RUN CREEK
Structure number:011B00007N
Old structure number:011*0052*B0007 (from 1992 edition)
Location:1 MI E-OF JCT US 150BUS.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1954
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,853 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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: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:63.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$486,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactoryFair485363.5
October 2016FairGoodSatisfactoryFair485363.5
October 2014FairGoodSatisfactoryFair574162.8
October 2012FairGoodSatisfactoryFair554063.0
October 2010FairGoodSatisfactoryFair511063.3
October 2008FairGoodSatisfactoryFair530063.2
October 2006FairGoodSatisfactoryFair562062.9
October 2004FairGoodSatisfactoryFair537063.1
October 2002FairFairSatisfactoryFair469062.5
October 2000FairFairSatisfactorySatisfactory469072.1
October 1998FairSatisfactoryGoodGood469073.2
October 1996FairSatisfactoryGoodGood469073.2
October 1994GoodGoodGoodGood309674.2
October 1992GoodGoodGoodGood309674.2
October 1990GoodGoodGoodGood309674.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.645634650
Deck
Reinforced Concrete Top Flangesq. ft.3,8803,8433520
Wearing Surfacessq. ft.3,3643,3036100
Substructure
Reinforced Concrete Columneach60240
Reinforced Concrete Abutmentlinear ft.1901781200
Reinforced Concrete Pier Caplinear ft.66315300
Joints
Compression Jointlinear ft.68034340
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2582342400