US 80 EBL over L*N RR


+32.31134, -86.35595
32°18'41" N, 86°21'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 80 EBL over L*N RR
Structure number:015531
Old structure number:00000008510079B (from 1992 edition)
Location:0.4 MI.W.JCT OF US 31
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:62.0 ft. [18.9 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.8 ft. [16.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:64°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:12,126 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.5 tons [55.0 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:95.9
Estimated cost of work:$2,141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.9Not deficientGoodGoodSatisfactory12126
February 201495.9Not deficientGoodGoodSatisfactory12126
February 201295.8Not deficientGoodGoodSatisfactory12500
February 201095.7Not deficientGoodGoodSatisfactory14135
January 200895.6Not deficientGoodGoodSatisfactory15085
January 200695.5Not deficientGoodGoodGood15360
December 200395.6Not deficientGoodGoodGood15180
December 200189.3Not deficientGoodGoodGood15180
January 200089.5Not deficientGoodGoodGood14300
March 199889.6Not deficientVery GoodVery GoodGood13180
March 199690.6Not deficientVery GoodVery GoodVery Good13180
February 199490.7Not deficientExcellentExcellentVery Good12060
February 199297.0Not deficientExcellentExcellentExcellent13221