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US-62 over CANEY CREEK

Grayson County, Kentucky

Map

Coordinates:
+37.42389, -86.48250
37°25'26" N, 86°28'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over CANEY CREEK
Structure number:043B00036N
Old structure number:043*0062*B0036 (from 1992 edition)
Location:.30 MI EAST OF JCT KY 79
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1927
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,060 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:74.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$387,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory206074.2
September 2016FairSatisfactorySatisfactorySatisfactory206071.7
September 2014FairSatisfactorySatisfactorySatisfactory253771.6
September 2013FairSatisfactorySatisfactorySatisfactory257871.6
September 2011FairGoodSatisfactorySatisfactory235071.7
October 2009FairGoodSatisfactorySatisfactory234071.7
October 2007FairGoodSatisfactorySatisfactory245071.6
October 2005FairGoodSatisfactorySatisfactory258571.6
September 2003FairGoodSatisfactorySatisfactory286771.3
September 2001FairGoodSatisfactorySatisfactory286771.3
October 1999FairGoodSatisfactorySatisfactory286771.3
October 1997FairGoodSatisfactorySatisfactory286750.6
October 1996FairGoodSatisfactorySatisfactory286750.6
October 1995FairGoodSatisfactorySatisfactory218262.2
October 1994FairGoodSatisfactorySatisfactory218255.7
October 1993FairGoodSatisfactorySatisfactory218255.7
September 1992FairGoodGoodSatisfactory218255.7
September 1991FairSatisfactoryGoodSatisfactory218255.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.580058000
Deck
Reinforced Concrete Top Flangesq. ft.2,95202,95200
Wearing Surfacessq. ft.2,73602,73600
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.114111300
Reinforced Concrete Pier Caplinear ft.5005000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.290290000
Steel Protective Coatingsq. ft.1,4501,450000