US 80 EBL over US 31


+32.31181, -86.34995
32°18'43" N, 86°20'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 80 EBL over US 31
Structure number:015533
Location:US 80 * US 31 INT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:138.1 ft. [42.1 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
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:16,685 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.3 tons [35.7 metric tons]
Sufficiency rating:95.4
Estimated cost of work:$2,668,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.4Not deficientGoodGoodGood16685
February 201495.4Not deficientGoodGoodGood16685
February 201295.8Not deficientGoodGoodGood12500
February 201095.7Not deficientGoodGoodGood14135
January 200895.6Not deficientGoodGoodGood15085
January 200696.6Not deficientGoodGoodGood15360
December 200396.6Not deficientGoodGoodGood15180
December 200196.6Not deficientGoodGoodGood15180
January 200096.7Not deficientGoodGoodGood14300
March 199896.6Not deficientVery GoodVery GoodVery Good14655
March 199697.0Not deficientVery GoodVery GoodVery Good13180
February 199497.1Not deficientVery GoodExcellentVery Good12060
May 199297.0Not deficientExcellentExcellentExcellent13221