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KY-368 over CEDAR CREEK @TRUESVILLE

Map

Coordinates:
+38.38444, -84.81833
38°23'04" N, 84°49'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-368 over CEDAR CREEK @TRUESVILLE
Structure number:094B00015N
Old structure number:094*0368*B0015 (from 1992 edition)
Location:.60 MI N.E. OF JCT KY 897
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair29575.7
April 2015FairSatisfactorySatisfactoryFair29575.7
April 2013FairSatisfactorySatisfactoryFair35675.6
April 2011FairSatisfactorySatisfactoryFair33675.6
April 2009FairSatisfactorySatisfactoryFair33475.6
June 2007FairGoodSatisfactoryGood38386.6
June 2005FairGoodSatisfactoryGood38386.6
April 2003GoodGoodVery GoodGood23591.3
April 2001GoodGoodVery GoodGood23591.3
April 1999GoodGoodVery GoodGood23591.3
April 1997GoodGoodVery GoodGood17991.3
March 1995GoodGoodVery GoodGood12090.9
May 1993GoodGoodVery GoodGood12090.9
March 1991GoodGoodVery GoodGood12090.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3963682800
Deck
Reinforced Concrete Top Flangesq. ft.2,7632,7412200
Wearing Surfacessq. ft.2,3782,21116700
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Pier Walllinear ft.2821700
Reinforced Concrete Abutmentlinear ft.1231131000
Reinforced Concrete Pile Cap/Footinglinear ft.1510141100
Reinforced Concrete Pier Caplinear ft.50291830
Joints
Pourable Jointlinear ft.560161030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.19812858120