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KY-92 over JELLICO CREEK

Map

Coordinates:
+36.68222, -84.25556
36°40'56" N, 84°15'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-92 over JELLICO CREEK
Structure number:118B00022N
Old structure number:118*0092*B0022 (from 1992 edition)
Location:2.7 MI E of JCT KY-1673
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:140.1 ft. [42.7 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,824 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$454,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorPoorPoorSatisfactory282495.0
June 2017PoorPoorPoorSatisfactory282495.0
June 2016PoorPoorPoorSatisfactory28249.5
June 2015PoorPoorPoorSatisfactory25659.5
June 2014PoorPoorPoorSatisfactory25659.5
June 2013PoorPoorPoorSatisfactory25199.5
June 2012PoorPoorPoorSatisfactory24809.5
June 2011PoorPoorPoorSatisfactory24609.5
June 2010PoorPoorPoorSatisfactory21409.5
June 2009PoorPoorSeriousSatisfactory17004.0
May 2008PoorPoorPoorSatisfactory159030.1
May 2007PoorPoorPoorSatisfactory159030.1
September 2005PoorFairSeriousSatisfactory18206.8
November 2003PoorFairPoorSatisfactory156632.3
October 2000PoorFairPoorSatisfactory156632.3
July 1999FairSatisfactoryFairSatisfactory156645.9
May 1998FairSatisfactoryFairSatisfactory156645.9
April 1997FairSatisfactoryFairSatisfactory156645.9
January 1996FairSatisfactorySatisfactorySatisfactory137357.0
January 1995FairSatisfactorySatisfactorySatisfactory137358.2
September 1993FairSatisfactorySatisfactoryGood137358.2
February 1993FairSatisfactorySatisfactorySatisfactory137358.2
July 1990FairSatisfactorySatisfactorySatisfactory137358.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.7003202508050
Steel Protective Coatingsq. ft.2,1001,5000400200
Deck
Reinforced Concrete Decksq. ft.2,9402,390500500
Wearing Surfacessq. ft.2,8052,32847700
Superstructure
Steel Trusslinear ft.2800260200
Steel Protective Coatingsq. ft.5,0235,023000
Steel Floor Beamlinear ft.176967550
Steel Protective Coatingsq. ft.1,0561,056000
Steel Gusset Plateeach1212000
Steel Protective Coatingsq. ft.9494000
Substructure
Reinforced Concrete Abutmentlinear ft.1158515150
Joints
Pourable Jointlinear ft.80503000
Open Jointlinear ft.40301000
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.1010000
Bridge Rail
Other Material Bridge Raillinear ft.28001001800