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KY-762 over S.FK.PANTHER CREEK

Map

Coordinates:
+37.62833, -86.94361
37°37'42" N, 86°56'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-762 over S.FK.PANTHER CREEK
Structure number:030B00141N
Old structure number:030*0762*B0141 (from 1992 edition)
Location:ON OHIO - DAVIESS CO. LNE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:83 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood8399.0
November 2015GoodGoodGoodGood8399.0
November 2013GoodGoodGoodGood22690.4
November 2011GoodGoodGoodGood20890.4
December 2009GoodVery GoodGoodGood9599.0
November 2007GoodVery GoodGoodGood31985.8
November 2005GoodVery GoodGoodGood28385.8
November 2003GoodVery GoodGoodGood23990.4
November 2001GoodVery GoodGoodGood23990.4
November 1999GoodVery GoodGoodVery Good23990.4
November 1997GoodVery GoodGoodVery Good23990.4
November 1995GoodVery GoodGoodVery Good5999.0
November 1993GoodVery GoodVery GoodVery Good5999.0
November 1991GoodVery GoodVery GoodGood5999.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.736736000
Deck
Prestressed Concrete Top Flangesq. ft.2,2302,230000
Wearing Surfacessq. ft.2,0852,0350500
Substructure
Steel Columneach33000
Steel Protective Coatingsq. ft.11000
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.5252000
Reinforced Concrete Pier Caplinear ft.5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184184000
Steel Protective Coatingsq. ft.11000