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KY-54 over PANTHER CREEK OVERFLOW

Map

Coordinates:
+37.71750, -86.94306
37°43'03" N, 86°56'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-54 over PANTHER CREEK OVERFLOW
Structure number:030B00019N
Old structure number:030*0054*B0019 (from 1992 edition)
Location:2.8 MI EAST OF JCT KY 142
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.9 ft. [8.2 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1960
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,280 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory1028066.0
November 2015FairGoodGoodSatisfactory1028066.0
November 2013FairGoodGoodSatisfactory1023466.0
November 2011FairGoodGoodSatisfactory969066.0
November 2009FairGoodGoodSatisfactory949066.0
November 2007FairGoodGoodSatisfactory1030066.0
November 2005FairGoodGoodSatisfactory983966.0
November 2003FairGoodGoodSatisfactory615568.4
December 2001GoodGoodGoodGood615568.4
November 1999GoodGoodGoodGood615568.4
November 1997GoodGoodGoodGood615568.4
November 1995GoodGoodGoodGood386375.4
November 1993GoodGoodGoodGood386375.4
November 1991GoodVery GoodGoodGood386375.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.80200600
Reinforced Concrete Pier Caplinear ft.6056400
Joints
Pourable Jointlinear ft.67343300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1801503000
Deck
Reinforced Concrete Slabsq. ft.3,0012,9871040
Wearing Surfacessq. ft.2,51505152,0000