US-62 over use to be a RR


+37.22427, -87.25696
37°13'27" N, 87°15'25" 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,107 [as of 2013]
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]
Operating rating:58.5 tons [53.2 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:68.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$960,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201568.4FairSatisfactoryGoodFairFO2107
July 201468.4FairSatisfactoryGoodFairFO2107
July 201267.8FairSatisfactoryGoodFairFO4960
July 201067.8FairSatisfactoryGoodFairFO4860
September 200868.8FairSatisfactoryGoodFairFO4750
July 200665.1FairSatisfactoryGoodFairFO4510
July 200465.9FairSatisfactoryGoodFairFO5185
July 200064.0FairSatisfactoryGoodFairFO3808
July 199875.1FairSatisfactoryGoodSatisfactoryFO3808
July 199675.3FairSatisfactoryGoodSatisfactoryFO3270
July 199478.5FairSatisfactoryGoodSatisfactoryFO2600
July 199278.5FairSatisfactoryGoodSatisfactoryFO2600
July 199079.5FairGoodGoodSatisfactoryFO2600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
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