+37.88500, -82.58194
37°53'06" N, 82°34'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:080B00004N
Old structure number:080*0040*B0004 (from 1992 edition)
Location:.05 MI E OF JCT KY 1884
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,271 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:49.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorFairPoorSatisfactory127149.6
August 2017PoorFairPoorSatisfactory127149.6
January 2017PoorFairPoorSerious14337.7
August 2015PoorFairPoorPoor143319.5
August 2014PoorFairPoorPoor143349.9
August 2013PoorFairPoorPoor173649.5
August 2012PoorFairPoorPoor172049.5
August 2011PoorFairPoorPoor168049.5
August 2010PoorFairPoorPoor176049.4
August 2009PoorFairPoorPoor185049.3
August 2008PoorSatisfactoryFairPoor179050.4
November 2007PoorGoodFairPoor179050.4
August 2005PoorGoodFairPoor189550.3
March 2003PoorGoodFairPoor213450.0
March 2002PoorGoodFairPoor213448.9
March 2000PoorGoodFairPoor213444.6
April 1998FairGoodFairFair213458.7
March 1996FairGoodFairFair213460.8
July 1995FairGoodGoodFair237560.4
July 1994FairGoodGoodSatisfactory237556.8
July 1992GoodGoodGoodGood237556.8
August 1990GoodGoodVery GoodGood237556.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.34002389012
Reinforced Concrete Top Flangesq. ft.1,6731,38928400
Wearing Surfacessq. ft.1,6221,32230000
Reinforced Concrete Pier Walllinear ft.3131000
Reinforced Concrete Abutmentlinear ft.101802100
Masonry Abutmentlinear ft.1601600
Reinforced Concrete Pier Caplinear ft.6006000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.170017000
Steel Protective Coatingsq. ft.680680000