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KY-85 over POND RIVER

Map

Coordinates:
+37.39472, -87.30556
37°23'41" N, 87°18'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-85 over POND RIVER
Structure number:054B00033N
Old structure number:054*0085*B0033 (from 1992 edition)
Location:ON MCLEAN - HOPKINS CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1933
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:6
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,828 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:65.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$756,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodFairFair182865.4
May 2015FairGoodFairFair182865.4
May 2013FairGoodFairFair169865.6
June 2011FairGoodFairFair165064.3
June 2009FairGoodFairFair161064.4
July 2007FairGoodSatisfactoryFair187064.0
May 2005FairGoodSatisfactoryFair181964.1
June 2003FairGoodSatisfactoryFair177464.0
May 2001FairGoodSatisfactoryFair177464.0
May 1999FairGoodSatisfactoryFair177464.0
May 1997FairGoodSatisfactoryFair177464.0
May 1995FairGoodSatisfactoryFair111564.9
May 1993FairGoodSatisfactoryFair111564.4
May 1991FairGoodSatisfactoryFair111562.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1521,09250100
Deck
Reinforced Concrete Top Flangesq. ft.6,7096,709000
Wearing Surfacessq. ft.5,7065,186500200
Substructure
Reinforced Concrete Columneach1001000
Reinforced Concrete Abutmentlinear ft.80701000
Reinforced Concrete Pier Caplinear ft.1107020200
Joints
Pourable Jointlinear ft.120000120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.576057060