RAMP A over 80th St. North


+33.53425, -86.72077
33°32'03" N, 86°43'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RAMP A over 80th St. North
Structure number:011561
Old structure number:00000I59370312A (from 1992 edition)
Location:I59 * 80 TH STREET
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1976
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,918 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:71.8 tons [65.3 metric tons]
Inventory rating:43.0 tons [39.1 metric tons]
Sufficiency rating:89.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,836,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201689.3FairSatisfactorySatisfactorySatisfactory-6918
January 201491.3FairSatisfactorySatisfactoryGood-6918
January 201291.4FairSatisfactorySatisfactoryGood-6371
January 201091.3GoodGoodGoodGood-6634
January 200891.3GoodGoodGoodGood-6621
January 200691.4GoodGoodGoodGood-6178
February 200491.4GoodGoodGoodGood-6236
February 200291.4GoodGoodGoodGood-6236
February 200090.8GoodGoodGoodGood-2100
March 199890.8GoodGoodGoodGood-2000
February 199690.9GoodGoodGoodGood-1500
March 199490.9GoodGoodGoodGood-1000
November 199187.9GoodGoodGoodVery Good-25850