KY-2160 over SNAKE CREEK


+36.67944, -86.21333
36°40'46" N, 86°12'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-2160 over SNAKE CREEK
Structure number:002B00046N
Old structure number:002*2160*B0046 (from 1992 edition)
Location:2 MI N of CR 5152
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:37.4 ft. [11.4 m]
Total length:75.5 ft. [23.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1950
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:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:483 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$210,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory48363.8
April 2016FairSatisfactorySatisfactoryGood48374.9
April 2014FairSatisfactorySatisfactoryGood63374.8
April 2012GoodGoodGoodGood64274.8
April 2010GoodVery GoodGoodGood61274.8
April 2008GoodVery GoodGoodGood60874.8
March 2006GoodVery GoodGoodGood71673.6
April 2004GoodVery GoodGoodGood38373.7
April 2002GoodVery GoodGoodGood38373.6
May 1998GoodVery GoodGoodGood38373.6
April 1996GoodVery GoodGoodGood38373.6
April 1994GoodGoodGoodGood25076.2
May 1992FairSatisfactoryGoodGood25076.2
April 1990FairSatisfactoryGoodGood25076.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.3022395850
Reinforced Concrete Top Flangesq. ft.1,6611,61031200
Wearing Surfacessq. ft.1,3641,24911500
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.6462200
Reinforced Concrete Pier Caplinear ft.2315800
Pourable Jointlinear ft.2121000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.151014380