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KY-80 over CUTSHIN CREEK

Map

Coordinates:
+37.16472, -83.30778
37°09'53" N, 83°18'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-80 over CUTSHIN CREEK
Structure number:066B00002N
Old structure number:066*0080*B0002 (from 1992 edition)
Location:.10 MI SOU. OF JCT KY 699
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1929
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,133 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:11.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$689,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorFairPoorPoor213311.5
March 2017PoorPoorPoorPoor224795.0
March 2016PoorPoorPoorPoor224730.0
March 2015PoorPoorPoorPoor224730.0
March 2014PoorPoorPoorPoor311830.0
March 2013PoorPoorPoorPoor288030.0
March 2012PoorPoorPoorPoor303030.0
March 2011PoorPoorPoorPoor320030.0
February 2010PoorPoorFairFair308047.6
January 2009PoorPoorFairFair317047.2
May 2007PoorPoorPoorPoor336042.7
February 2005PoorPoorPoorPoor301743.0
October 2003PoorPoorPoorPoor487841.4
March 2001PoorPoorPoorPoor487841.4
April 2000PoorPoorPoorFair487841.4
April 1999PoorPoorPoorFair487841.4
May 1998PoorPoorPoorFair487841.4
March 1997PoorPoorFairFair487855.6
December 1995PoorPoorFairFair310056.4
October 1994PoorPoorFairFair310049.0
June 1993PoorPoorFairFair310049.0
February 1992PoorPoorFairFair310052.0
May 1990PoorPoorFairFair310052.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.48003601200
Deck
Reinforced Concrete Top Flangesq. ft.2,7282,48024800
Wearing Surfacessq. ft.2,3562,05630000
Substructure
Masonry Pier Walllinear ft.4604600
Masonry Abutmentlinear ft.99089100
Reinforced Concrete Pier Caplinear ft.9008550
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.244000244
Steel Protective Coatingsq. ft.1,17001,17000