+37.19456, -87.45522
37°11'40" N, 87°27'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-62 over CSX RAILROAD
Structure number:054B00163N
Old structure number:054*0062*B0163 (from 1992 edition)
Location:.25 MI WEST OF JCT US 41A
Purpose:Carries highway over railroad and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:41.0 ft. [12.5 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1935
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:7
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,410 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:77.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201577.7FairGoodSatisfactorySatisfactory-1410
April 201377.7FairGoodSatisfactorySatisfactory-1486
May 201177.7FairSatisfactorySatisfactorySatisfactory-1460
May 200979.7FairSatisfactorySatisfactorySatisfactory-1520
July 200775.7FairSatisfactorySatisfactorySatisfactoryFO1890
May 200575.7FairSatisfactorySatisfactorySatisfactoryFO1648
May 200375.4FairSatisfactoryGoodSatisfactoryFO3472
May 200175.4FairSatisfactoryGoodSatisfactoryFO3472
May 199975.4FairSatisfactoryGoodSatisfactoryFO3472
May 199775.4FairSatisfactoryGoodSatisfactoryFO3472
May 199577.6FairSatisfactoryGoodSatisfactory-1961
May 199377.6FairSatisfactoryGoodSatisfactory-1961
May 199163.1FairSatisfactoryGoodSatisfactory-1961

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.1,5051,4802050
Reinforced Concrete Top Flangesq. ft.8,2228,2070150
Wearing Surfacessq. ft.7,2117,1360750
Reinforced Concrete Columneach120660
Reinforced Concrete Abutmentlinear ft.64540100
Reinforced Concrete Pier Caplinear ft.1359120240
Pourable Jointlinear ft.135060075
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6025770250