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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201693.0Not deficientSatisfactoryGoodGood4686
March 201493.0Not deficientSatisfactoryGoodGood4686
March 201293.0Not deficientSatisfactoryGoodGood4227
March 201093.0Not deficientGoodGoodGood4366
April 200893.0Not deficientGoodGoodGood4366
February 200693.0Not deficientGoodGoodGood4567
March 200493.0Not deficientGoodGoodGood15586
March 200293.0Not deficientGoodGoodGood15586
April 200093.0Not deficientGoodGoodGood26125
April 199893.0Not deficientGoodGoodGood10178
April 199693.0Not deficientGoodGoodGood9128
March 199493.0Not deficientVery GoodVery GoodVery Good9800
January 199293.0Not deficientVery GoodVery GoodVery Good9800