+37.31500, -86.38750
37°18'54" N, 86°23'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-2330 over SALT WELL BRANCH
Structure number:031B00028N
Old structure number:031*2330*B0028 (from 1992 edition)
Location:1 MI S OF JCT KY 1075
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:78 [as of 2016]
Truck traffic:11% 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: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 desirable criteria [8]
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:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodGoodSatisfactory7896.0
June 2016FairGoodGoodSatisfactory11087.4
June 2014GoodVery GoodVery GoodVery Good11087.4
June 2012GoodVery GoodVery GoodVery Good6696.0
June 2010GoodVery GoodVery GoodVery Good7396.0
June 2008GoodVery GoodVery GoodVery Good7696.0
June 2006GoodVery GoodVery GoodVery Good8096.0
May 2004GoodVery GoodVery GoodVery Good9196.0
June 2000GoodVery GoodVery GoodVery Good11287.5
June 1998GoodVery GoodVery GoodVery Good11287.5
June 1996GoodVery GoodVery GoodVery Good11287.5
June 1994GoodVery GoodVery GoodVery Good10096.0
June 1992GoodVery GoodVery GoodVery Good10096.0
June 1990GoodVery GoodVery GoodVery Good10096.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.184184000
Prestressed Concrete Top Flangesq. ft.551551000
Wearing Surfacessq. ft.522522000
Reinforced Concrete Abutmentlinear ft.89690200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4646000
Steel Protective Coatingsq. ft.230023000