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KY-187 over WHETSTONE CREEK

Map

Coordinates:
+37.27806, -86.37833
37°16'41" N, 86°22'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-187 over WHETSTONE CREEK
Structure number:031B00019N
Old structure number:031*0187*B0019 (from 1992 edition)
Location:.4 MI S OF S-JCT KY 238
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1933
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:984 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:64.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$134,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairSatisfactory98464.6
June 2016FairFairFairSatisfactory99764.6
November 2015FairFairFairSatisfactory99764.6
June 2014FairFairFairSatisfactory99764.6
May 2012FairFairFairGood120064.3
November 2011FairFairFairGood118064.4
November 2010FairFairSatisfactoryGood116075.7
November 2009FairSatisfactorySatisfactoryGood114076.7
November 2008FairSatisfactorySatisfactoryGood113076.7
June 2006FairSatisfactoryGoodGood113077.5
May 2004GoodGoodVery GoodGood92877.6
June 2000GoodGoodVery GoodGood102777.5
July 1998GoodGoodVery GoodGood102777.5
June 1996GoodGoodVery GoodGood102777.5
July 1994GoodGoodVery GoodGood62977.7
June 1992GoodGoodVery GoodVery Good62977.7
June 1990GoodVery GoodGoodVery Good62976.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.20617220140
Deck
Reinforced Concrete Top Flangesq. ft.1,081897100840
Wearing Surfacessq. ft.1,01784417300
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.8608600
Reinforced Concrete Pile Cap/Footinglinear ft.4242000
Reinforced Concrete Pier Caplinear ft.2102100
Joints
Pourable Jointlinear ft.22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.107010700
Steel Protective Coatingsq. ft.535535000