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KY-181 over BAT EAST CREEK

Map

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

Facts

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
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2852652000
Deck
Reinforced Concrete Top Flangesq. ft.1,53393360000
Wearing Surfacessq. ft.1,3491,349000
Substructure
Reinforced Concrete Columneach20020
Reinforced Concrete Abutmentlinear ft.9809800
Reinforced Concrete Pier Caplinear ft.2701863
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.114094200