I-59 over ROEBUCK PKY(AL 75)


+33.58594, -86.69722
33°35'09" N, 86°41'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-59 over ROEBUCK PKY(AL 75)
Structure number:011338
Location:ROEBUCK PKY * I59
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.9 ft. [26.5 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1975
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:Steel [3]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,205 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:87.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,926,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201687.2FairSatisfactoryGoodGood-27205
April 201487.2FairSatisfactoryGoodGood-27205
April 201288.9FairSatisfactoryGoodGood-20375
April 201089.0FairSatisfactoryGoodGood-19800
April 200888.9GoodGoodGoodGood-20615
April 200688.9GoodGoodGoodGood-20540
April 200489.0GoodGoodGoodGood-19955
April 200289.0GoodGoodGoodGood-19875
April 200089.0GoodGoodGoodGood-19220
April 199889.2GoodGoodGoodVery Good-17815
March 199689.6GoodGoodGoodGood-17165
March 199489.7GoodGoodGoodGood-15555
December 199189.9GoodGoodVery GoodVery Good-13970