AL9 RAMP over I85 NBL


+32.36129, -86.21291
32°21'41" N, 86°12'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:AL9 RAMP over I85 NBL
Structure number:013895
Old structure number:00000008510188E (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:95.1 ft. [29.0 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1986
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 continuous [4]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,686 [as of 2011]
Truck traffic:4% 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:Superior to present desirable criteria [9]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.0
Estimated cost of work:$1,719,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201693.0FairSatisfactoryGoodGood-4686
March 201493.0FairSatisfactoryGoodGood-4686
March 201293.0FairSatisfactoryGoodGood-4227
March 201093.0GoodGoodGoodGood-4366
April 200893.0GoodGoodGoodGood-4366
February 200693.0GoodGoodGoodGood-4567
March 200493.0GoodGoodGoodGood-15586
March 200293.0GoodGoodGoodGood-15586
April 200093.0GoodGoodGoodGood-26125
April 199893.0GoodGoodGoodGood-10178
April 199693.0GoodGoodGoodGood-9128
March 199493.0GoodVery GoodVery GoodVery Good-9800
January 199293.0GoodVery GoodVery GoodVery Good-9800