+33.52861, -86.80397
33°31'43" N, 86°48'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:014158
Location:RAMP FROM 26TH ST. TO I59
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.1 ft. [35.4 m]
Total length:354.7 ft. [108.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,477 [as of 2015]
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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,428,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201596.6Not deficientGoodGoodGood15477
September 201396.6Not deficientGoodGoodGood15477
September 201196.6Not deficientGoodGoodGood15346
September 200996.5Not deficientGoodGoodGood15616
September 200796.5Not deficientGoodGoodGood15585
September 200596.5Not deficientGoodVery GoodGood16038
September 200397.9Not deficientGoodVery GoodGood750
October 200197.9Not deficientGoodVery GoodGood750
December 199994.9Not deficientGoodGoodVery Good750
February 199894.9Not deficientGoodGoodVery Good750
January 199694.9Not deficientGoodGoodVery Good750
February 199494.9Not deficientGoodVery GoodVery Good700
September 199194.9Not deficientVery GoodVery GoodVery Good600