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KY-368 over KAYS BRANCH

Map

Coordinates:
+38.37833, -84.82778
38°22'42" N, 84°49'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-368 over KAYS BRANCH
Structure number:094B00014N
Old structure number:094*0368*B0014 (from 1992 edition)
Location:.06 MI WEST OF JCT KY 897
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:295 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:75.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair29575.6
April 2015FairSatisfactorySatisfactoryFair29575.6
April 2013FairSatisfactorySatisfactoryFair35675.6
April 2011FairSatisfactorySatisfactoryFair33675.6
April 2009FairSatisfactorySatisfactoryFair33475.6
June 2007FairSatisfactorySatisfactorySatisfactory38386.6
June 2005FairSatisfactorySatisfactorySatisfactory38386.6
April 2003GoodGoodVery GoodGood34386.7
April 2001GoodVery GoodVery GoodVery Good34386.7
March 1999GoodVery GoodVery GoodVery Good34386.7
April 1997GoodVery GoodVery GoodVery Good28386.7
March 1995GoodVery GoodVery GoodVery Good12090.9
May 1993GoodVery GoodVery GoodVery Good12090.9
March 1991GoodVery GoodVery GoodVery Good12090.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.190189100
Deck
Reinforced Concrete Top Flangesq. ft.1,0491,0173200
Wearing Surfacessq. ft.917915200
Substructure
Reinforced Concrete Abutmentlinear ft.10596900
Reinforced Concrete Pile Cap/Footinglinear ft.3003000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.76641200