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KY-7 over DOCTORS BRANCH

Map

Coordinates:
+38.06778, -83.16611
38°04'04" N, 83°09'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-7 over DOCTORS BRANCH
Structure number:032B00007N
Old structure number:032*0007*B0007 (from 1992 edition)
Location:.60 MI WEST OF JCT KY 650
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
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:27.9 ft. [8.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1937
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,606 [as of 2016]
Truck traffic:11% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:68.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory160668.2
August 2015FairFairSatisfactorySatisfactory147479.6
August 2013FairFairSatisfactorySatisfactory147479.6
August 2011FairFairSatisfactorySatisfactory195079.1
August 2009FairFairSatisfactorySatisfactory179079.3
August 2007FairFairGoodSatisfactory173079.4
August 2005FairFairGoodSatisfactory189679.2
July 2003FairFairGoodGood199079.1
September 1999FairFairGoodGood199078.1
October 1997FairFairGoodGood199078.1
August 1995FairFairGoodGood206573.0
August 1993FairSatisfactoryGoodGood206574.0
August 1991FairSatisfactorySatisfactoryGood206574.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2802661310
Deck
Reinforced Concrete Top Flangesq. ft.1,5711,196300750
Wearing Surfacessq. ft.1,34901,307420
Substructure
Reinforced Concrete Columneach30300
Reinforced Concrete Abutmentlinear ft.140133700
Reinforced Concrete Pier Caplinear ft.4236600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108070380