Share:

US 60X over KENTUCKY RIVER

Map

Coordinates:
+38.19667, -84.87889
38°11'48" N, 84°52'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60X over KENTUCKY RIVER
Structure number:037B00065N
Old structure number:037*0060*B0065 (from 1992 edition)
Location:300 FT W OF 2ND ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:405.9 ft. [123.7 m]
Total length:410.5 ft. [125.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Vertical clearance above deck:20.0 ft. [6.1 m]
Owner:State Highway Agency [01]
Year built:1893
Year reconstructed:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,789 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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:Superior to present desirable criteria [9]
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:21.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,933,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorPoorFair478921.4
August 2016PoorPoorPoorFair478914.2
September 2015PoorFairPoorFair478914.6
August 2014PoorFairPoorFair508014.3
August 2013PoorFairPoorFair504714.3
August 2012PoorFairPoorFair607012.9
August 2011PoorFairPoorFair607012.9
September 2010PoorFairPoorFair607012.9
December 2009PoorFairPoorFair600013.0
September 2008PoorSatisfactoryPoorFair662014.5
March 2008PoorSatisfactoryPoorFair662014.5
December 2005PoorSatisfactoryPoorFair648114.6
October 2003PoorSatisfactoryPoorFair827312.6
August 2000PoorSatisfactoryPoorSatisfactory99998.6
September 1998PoorSatisfactorySeriousSatisfactory99998.6
August 1996PoorSatisfactoryPoorSatisfactory143206.0
August 1994PoorSatisfactoryPoorSatisfactory796310.5
August 1993PoorSatisfactoryPoorSatisfactory796310.5
August 1992PoorSatisfactoryPoorSatisfactory796310.5
August 1991PoorSatisfactoryPoorSatisfactory796310.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,464002,4640
Steel Protective Coatingsq. ft.10,3460010,3460
Steel Trusslinear ft.8221643293290
Steel Protective Coatingsq. ft.19,224011,5347,6900
Steel Floor Beamlinear ft.340003400
Steel Protective Coatingsq. ft.3,617003,6170
Substructure
Reinforced Concrete Abutmentlinear ft.8107740
Deck
Open Grid Decksq. ft.9,888009,8880
Steel Protective Coatingsq. ft.42,0210042,0210
Joints
Strip Seal Jointlinear ft.2525000
Assembly without Seal Jointlinear ft.5205200
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.22000
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,64301,5399014
Steel Protective Coatingsq. ft.8,62207,760431431