KY-3113 over LEE CREEK


+38.75028, -83.87889
38°45'01" N, 83°52'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-3113 over LEE CREEK
Structure number:081B00048N
Old structure number:081*5321*B0048 (from 1992 edition)
Location:.10 MI SOU. OF JCT KY 8
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:11.5 ft. [3.5 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Vertical clearance above deck:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1835
Year reconstructed:1966
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:9 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Imminent Failure [1 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:24.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorImminent FailureImminent FailureImminent Failure924.5
November 2017PoorImminent FailureImminent FailureImminent Failure924.5
November 2016FairGoodFairSatisfactory1140.0
November 2015FairGoodFairSatisfactory1140.0
November 2014FairGoodFairSatisfactory1140.0
November 2013FairGoodFairSatisfactory1140.0
November 2012FairGoodFairSatisfactory1130.5
November 2011FairGoodFairSatisfactory530.5
November 2010FairGoodFairSatisfactory6430.3
November 2009FairGoodFairSatisfactory6330.3
November 2008FairGoodFairSatisfactory4528.4
December 2007FairGoodFairSatisfactory4530.4
November 2004FairGoodFairSatisfactory18328.0
November 2003FairGoodFairSatisfactory5028.1
March 2001FairGoodFairGood5028.1
February 2000FairSatisfactoryFairGood5029.1
January 1999PoorSatisfactoryPoorGood5018.5
November 1996PoorGoodPoorGood5018.5
December 1995FairGoodFairGood5029.1
November 1994FairFairSatisfactorySatisfactory5038.2
November 1993FairSatisfactorySatisfactoryGood5039.2
November 1991GoodGoodGoodGood5039.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1100100100
Steel Protective Coatingsq. ft.1,08709854854
Steel Stringerlinear ft.3300306240
Steel Protective Coatingsq. ft.82507853010
Timber Stringerlinear ft.1550143120
Timber Trusslinear ft.120012000
Steel Floor Beamlinear ft.6405860
Steel Protective Coatingsq. ft.2680258100
Reinforced Concrete Abutmentlinear ft.98742220
Reinforced Concrete Pile Cap/Footinglinear ft.9898000
Timber Decksq. ft.7326577500
Wearing Surfacessq. ft.3232933000