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KY-72 over CLOVER FK CUMBERLAND RVR

Map

Coordinates:
+36.84472, -83.32306
36°50'41" N, 83°19'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-72 over CLOVER FK CUMBERLAND RVR
Structure number:048B00095N
Old structure number:048*0072*B0095 (from 1992 edition)
Location:@ KY 38
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:105.0 ft. [32.0 m]
Total length:254.9 ft. [77.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:State Highway Agency [01]
Year built:1945
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 continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,242 [as of 2016]
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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:18.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,663,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSatisfactoryPoorFair224218.0
July 2017PoorPoorPoorFair224217.0
July 2016PoorPoorPoorFair249117.0
July 2015PoorPoorPoorFair249120.5
July 2014PoorPoorPoorFair249120.5
July 2013PoorPoorPoorFair188222.5
July 2012PoorPoorPoorFair216020.5
July 2011PoorPoorPoorFair255018.6
July 2010PoorPoorPoorFair245018.7
July 2009PoorPoorPoorFair221018.9
July 2008PoorPoorPoorFair247020.3
July 2007PoorPoorPoorFair247018.8
August 2005PoorFairPoorPoor272324.6
October 2003PoorFairPoorFair406031.4
June 2001PoorFairPoorFair406031.4
August 2000PoorFairPoorFair406031.4
September 1999PoorFairPoorFair406031.4
July 1998PoorFairPoorFair406031.4
July 1997PoorFairPoorFair281331.9
January 1996PoorFairPoorFair633539.0
September 1994PoorSatisfactoryPoorFair633540.1
June 1992FairSatisfactoryFairFair633547.6
September 1989FairSatisfactoryFairFair633547.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.9,6897,6892,00000
Wearing Surfacessq. ft.6,12506,12500
Superstructure
Reinforced Concrete Archlinear ft.63004052250
Substructure
Reinforced Concrete Columneach30210
Reinforced Concrete Pier Walllinear ft.2820710
Joints
Pourable Jointlinear ft.63234000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.168800
Other Material Bridge Raillinear ft.285285000