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I65 NBL over JEFF DAVIS AVE* RAMPS

Map 

Coordinates:
+32.36608, -86.32192
32°21'58" N, 86°19'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I65 NBL over JEFF DAVIS AVE* RAMPS
Structure number:010873
Location:I65 AND I85 INTERCHANGE
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:125.0 ft. [38.1 m]
Total length:473.1 ft. [144.2 m]
Roadway width between curbs:51.2 ft. [15.6 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2009
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:6
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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,200 [as of 2013]
Truck traffic:12% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.7 tons [39.7 metric tons]
Inventory rating:26.2 tons [23.8 metric tons]
Sufficiency rating:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201563.5FairSatisfactoryGoodGood-37200
October 201363.5GoodGoodGoodGood-37200
October 201173.6GoodGoodGoodGood-35620
October 200970.2GoodGoodGoodGoodFO38885
May 200785.2FairGoodSatisfactoryGood-37715
July 200585.3FairGoodSatisfactoryGood-36285
May 200385.5FairGoodSatisfactoryGood-35085
April 200185.5FairGoodSatisfactoryGood-35085
April 199984.6FairGoodSatisfactoryGood-33545
April 199784.6FairGoodSatisfactoryGood-33325
April 199585.5GoodGoodGoodGood-31190
March 199389.8GoodGoodGoodGood-27575