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KY-90 over CUMBERLAND RIVER

Map

Coordinates:
+36.83583, -84.34028
36°50'09" N, 84°20'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-90 over CUMBERLAND RIVER
Structure number:118B00037N
Old structure number:118*0090*B0037 (from 1992 edition)
Location:ON MCCREARY - WHITLEY CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:549.9 ft. [167.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,176 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:65.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair117665.9
June 2017FairSatisfactorySatisfactoryFair95268.0
June 2016FairSatisfactorySatisfactoryFair95248.6
June 2015FairSatisfactorySatisfactoryFair95248.6
June 2014FairSatisfactorySatisfactoryFair102946.9
June 2013FairSatisfactorySatisfactoryFair97849.4
June 2012FairSatisfactorySatisfactoryFair87350.1
June 2011FairGoodSatisfactoryFair101048.1
May 2010FairGoodSatisfactoryFair119053.7
May 2009FairGoodSatisfactoryFair116053.7
May 2008FairSatisfactorySatisfactorySatisfactory121064.0
April 2007FairSatisfactorySatisfactorySatisfactory121064.0
September 2005FairSatisfactorySatisfactorySatisfactory110264.1
November 2003FairSatisfactorySatisfactoryGood113371.6
April 2001FairSatisfactorySatisfactoryGood113370.7
April 2000FairSatisfactorySatisfactorySatisfactory113366.6
July 1999FairSatisfactorySatisfactorySatisfactory113366.6
April 1998FairSatisfactorySatisfactoryGood113366.6
April 1997FairSatisfactorySatisfactoryGood113368.6
May 1996FairSatisfactorySatisfactoryGood113369.6
December 1995GoodGoodGoodGood139677.8
February 1993GoodGoodGoodGood139677.8
July 1990GoodGoodGoodGood139672.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.17,60017,600000
Wearing Surfacessq. ft.14,26013,76050000
Superstructure
Reinforced Concrete Archlinear ft.46033013000
Substructure
Reinforced Concrete Pier Walllinear ft.210210000
Joints
Pourable Jointlinear ft.2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2424000
Steel Protective Coatingsq. ft.120120000
Other Material Bridge Raillinear ft.1,1001,100000