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KY-368 over MORGADORE BRANCH

Map

Coordinates:
+38.38417, -84.84111
38°23'03" N, 84°50'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-368 over MORGADORE BRANCH
Structure number:094B00013N
Old structure number:094*0368*B0013 (from 1992 edition)
Location:.40 MI EAST OF JCT US 127
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:35.1 ft. [10.7 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
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]
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: 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 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: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 2003GoodVery GoodVery GoodGood34386.7
April 2001GoodVery GoodVery GoodGood34386.7
March 1999GoodVery GoodVery GoodGood34386.7
April 1997GoodVery GoodVery GoodGood28386.7
March 1995GoodVery GoodVery GoodGood20990.8
May 1993GoodVery GoodVery GoodGood20990.8
March 1991GoodVery GoodVery GoodGood20990.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.390382800
Deck
Reinforced Concrete Top Flangesq. ft.2,1522,1183400
Wearing Surfacessq. ft.1,8761,75412200
Substructure
Reinforced Concrete Columneach31200
Reinforced Concrete Abutmentlinear ft.1421311100
Reinforced Concrete Pile Cap/Footinglinear ft.2802800
Reinforced Concrete Pier Caplinear ft.2842220
Joints
Pourable Jointlinear ft.3407027
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.156146640