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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.9FairGoodGoodSatisfactory-12126
February 201495.9FairGoodGoodSatisfactory-12126
February 201295.8FairGoodGoodSatisfactory-12500
February 201095.7FairGoodGoodSatisfactory-14135
January 200895.6FairGoodGoodSatisfactory-15085
January 200695.5GoodGoodGoodGood-15360
December 200395.6GoodGoodGoodGood-15180
December 200189.3GoodGoodGoodGood-15180
January 200089.5GoodGoodGoodGood-14300
March 199889.6GoodVery GoodVery GoodGood-13180
March 199690.6GoodVery GoodVery GoodVery Good-13180
February 199490.7GoodExcellentExcellentVery Good-12060
February 199297.0GoodExcellentExcellentExcellent-13221