Share:

KY-662 over BLACKFORD CREEK

Map

Coordinates:
+37.85861, -86.90583
37°51'31" N, 86°54'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-662 over BLACKFORD CREEK
Structure number:030B00138N
Old structure number:030*0662*B0138 (from 1992 edition)
Location:AT HANCOCK-DAV. CO. LINE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1980
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:4
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:Poor
Status:Open, no restriction [A]
Average daily traffic:146 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:62.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorSatisfactoryPoorFair14662.4
November 2015PoorSatisfactoryPoorFair21462.4
November 2013PoorSatisfactoryPoorFair21462.4
November 2011FairSatisfactoryFairFair15078.4
November 2009FairSatisfactoryFairSatisfactory14178.5
December 2007FairGoodFairSatisfactory12978.5
November 2005FairGoodFairSatisfactory16678.4
November 2003FairGoodFairSatisfactory43773.8
December 2001FairVery GoodFairSatisfactory43773.8
November 1999FairVery GoodSatisfactorySatisfactory43784.9
November 1997FairVery GoodSatisfactorySatisfactory43784.9
November 1995FairVery GoodGoodSatisfactory11689.5
November 1993FairGoodGoodSatisfactory11689.5
November 1991GoodVery GoodGoodGood11689.5

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.1,8561,15600700
Deck
Prestressed Concrete Top Flangesq. ft.5,7085,42328500
Wearing Surfacessq. ft.5,3325,06526700
Substructure
Steel Columneach80800
Reinforced Concrete Pier Walllinear ft.105951000
Reinforced Concrete Abutmentlinear ft.84721020
Reinforced Concrete Pier Caplinear ft.114763800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.464046400
Steel Protective Coatingsq. ft.1,0561,056000