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KY-100 over SULPHUR FORK CREEK

Map

Coordinates:
+36.70306, -86.41333
36°42'11" N, 86°24'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-100 over SULPHUR FORK CREEK
Structure number:107B00004N
Old structure number:107*0100*B0004 (from 1992 edition)
Location:ON ALLEN - SIMPSON CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:129.6 ft. [39.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1999
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,233 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:42.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$405,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorSatisfactoryPoorFair223342.2
July 2015FairGoodFairGood214466.0
July 2013FairGoodFairGood226665.7
July 2011FairGoodFairGood219065.9
July 2009FairGoodSatisfactoryGood215077.6
July 2007FairSatisfactorySatisfactoryGood226077.5
August 2005FairSatisfactorySatisfactoryGood274376.7
July 2003FairVery GoodSatisfactoryGood218077.6
August 2001FairVery GoodSatisfactoryGood218077.6
July 1999FairVery GoodSatisfactoryGood218077.6
July 1997FairSatisfactoryFairSatisfactory171563.8
July 1995FairSatisfactorySatisfactorySatisfactory172075.3
July 1993FairSatisfactorySatisfactorySatisfactory172074.7
July 1991FairGoodSatisfactorySatisfactory124875.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5180442760
Deck
Reinforced Concrete Top Flangesq. ft.3,23803,23800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.128012350
Reinforced Concrete Pile Cap/Footinglinear ft.44000
Reinforced Concrete Pier Caplinear ft.6360300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.259259000