+37.19444, -87.45500
37°11'40" N, 87°27'18" 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:19.7 ft. [6.0 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,410 [as of 2014]
Truck traffic:4% 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]
Sufficiency rating:77.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactorySatisfactory141077.7
April 2015FairGoodSatisfactorySatisfactory141077.7
April 2013FairGoodSatisfactorySatisfactory148677.7
May 2011FairSatisfactorySatisfactorySatisfactory146077.7
May 2009FairSatisfactorySatisfactorySatisfactory152079.7
July 2007FairSatisfactorySatisfactorySatisfactory189075.7
May 2005FairSatisfactorySatisfactorySatisfactory164875.7
May 2003FairSatisfactoryGoodSatisfactory347275.4
May 2001FairSatisfactoryGoodSatisfactory347275.4
May 1999FairSatisfactoryGoodSatisfactory347275.4
May 1997FairSatisfactoryGoodSatisfactory347275.4
May 1995FairSatisfactoryGoodSatisfactory196177.6
May 1993FairSatisfactoryGoodSatisfactory196177.6
May 1991FairSatisfactoryGoodSatisfactory196163.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,5051,4772080
Reinforced Concrete Top Flangesq. ft.8,2228,2070150
Wearing Surfacessq. ft.7,2116,1361,000750
Reinforced Concrete Columneach120660
Reinforced Concrete Abutmentlinear ft.64520120
Reinforced Concrete Pier Caplinear ft.1359120240
Pourable Jointlinear ft.1350350100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6025620400