+37.10242, -87.12692
37°06'09" N, 87°07'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-181 over BAT EAST CREEK
Structure number:089B00031N
Old structure number:089*0181*B0031 (from 1992 edition)
Location:.05 MI NOR. OF JCT KY 890
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:State Highway Agency [01]
Year built:1934
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: September 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,698 [as of 2012]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 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 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]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:50.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201550.0PoorSatisfactoryFairPoorSD1698
July 201449.9PoorSatisfactoryFairPoorSD1802
July 201249.9PoorSatisfactoryFairPoorSD1800
July 201050.2PoorSatisfactoryFairPoorSD1630
August 200866.8FairSatisfactoryFairFair-1780
August 200666.5FairSatisfactoryFairFair-2000
July 200464.3FairSatisfactoryFairFairFO2104
July 200067.5FairSatisfactoryFairFair-1183
July 199867.5FairSatisfactorySatisfactoryFair-1183
July 199667.5FairSatisfactorySatisfactoryFair-1183
July 199467.9FairSatisfactorySatisfactoryFair-925
July 199267.9FairSatisfactorySatisfactoryFair-925
July 199067.9FairSatisfactorySatisfactoryFair-925

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.2852652000
Reinforced Concrete Top Flangesq. ft.1,53393360000
Wearing Surfacessq. ft.1,3491,349000
Reinforced Concrete Columneach20020
Reinforced Concrete Abutmentlinear ft.9809800
Reinforced Concrete Pier Caplinear ft.2701863
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114094200