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AL 152 EBL over 6TH ST

Map 

Coordinates:
+32.40337, -86.30940
32°24'12" N, 86°18'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 152 EBL over 6TH ST
Structure number:011500
Old structure number:00000152510230B (from 1992 edition)
Location:6TH ST INTERCHANGE
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:61.0 ft. [18.6 m]
Total length:206.0 ft. [62.8 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
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:4
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: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,415 [as of 2013]
Truck traffic:9% 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:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.6 tons [76.0 metric tons]
Inventory rating:49.8 tons [45.3 metric tons]
Sufficiency rating:92.8
Estimated cost of work:$2,319,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201692.8FairSatisfactoryGoodGood-12415
September 201492.8FairSatisfactoryGoodGood-12415
September 201292.7FairSatisfactoryGoodGood-12695
October 201092.8FairSatisfactoryGoodGood-12555
October 200892.7FairSatisfactoryGoodGood-13560
October 200693.6FairSatisfactoryGoodGood-14090
November 200493.6FairSatisfactoryGoodGood-13685
October 200293.7FairSatisfactoryGoodGood-12970
September 200093.6GoodGoodGoodGood-13950
July 199893.5GoodGoodGoodGood-14715
July 199692.6GoodGoodGoodGood-13780
May 199492.0GoodVery GoodGoodGood-12705
April 199292.1GoodVery GoodVery GoodVery Good-10935
May 199093.9GoodVery GoodVery GoodVery Good-13745