US-62 over use to be a RR


+37.22417, -87.25667
37°13'27" N, 87°15'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over use to be a RR
Structure number:089B00039N
Old structure number:089*0062*B0039 (from 1992 edition)
Location:.95 MI E OF E-JCT KY 175
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1939
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,478 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$960,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryGoodFair347868.1
September 2015FairSatisfactoryGoodFair210768.4
July 2014FairSatisfactoryGoodFair210768.4
July 2012FairSatisfactoryGoodFair496067.8
July 2010FairSatisfactoryGoodFair486067.8
September 2008FairSatisfactoryGoodFair475068.8
July 2006FairSatisfactoryGoodFair451065.1
July 2004FairSatisfactoryGoodFair518565.9
July 2000FairSatisfactoryGoodFair380864.0
July 1998FairSatisfactoryGoodSatisfactory380875.1
July 1996FairSatisfactoryGoodSatisfactory327075.3
July 1994FairSatisfactoryGoodSatisfactory260078.5
July 1992FairSatisfactoryGoodSatisfactory260078.5
July 1990FairGoodGoodSatisfactory260079.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,3251,3091060
Reinforced Concrete Top Flangesq. ft.8,1747,75640990
Wearing Surfacessq. ft.6,3235,69163200
Reinforced Concrete Columneach2016220
Reinforced Concrete Abutmentlinear ft.150075750
Reinforced Concrete Pier Caplinear ft.22010377400
Pourable Jointlinear ft.22000110110
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.53043050500