Share:

KY-1682 over UPPER BRANCH OF LITTLE R

Map

Coordinates:
+36.88917, -87.45750
36°53'21" N, 87°27'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1682 over UPPER BRANCH OF LITTLE R
Structure number:024B00108N
Old structure number:024*1682*B0108 (from 1992 edition)
Location:.20 MI WEST OF JCT KY 107
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1958
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,274 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 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:65.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$370,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairGood427465.1
June 2016FairSatisfactoryFairGood427465.0
June 2014FairSatisfactoryFairGood378065.2
June 2012FairSatisfactoryFairGood415065.0
June 2010FairSatisfactoryFairGood369065.2
June 2008FairSatisfactoryFairGood392065.1
June 2006FairVery GoodFairGood421065.0
June 2004FairVery GoodSatisfactoryGood385876.5
June 2000GoodVery GoodGoodGood366776.4
June 1998GoodVery GoodGoodGood366776.4
June 1996GoodVery GoodGoodGood347676.5
June 1994GoodGoodGoodGood260571.4
June 1992GoodGoodVery GoodVery Good260569.7
June 1990FairSatisfactoryVery GoodVery Good260569.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.45638460120
Deck
Reinforced Concrete Top Flangesq. ft.3,2222,72250000
Wearing Surfacessq. ft.2,73802,73800
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.5648800
Joints
Pourable Jointlinear ft.54002034
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2280208200