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U.S. 80 EBL over US 80 WBL (RAMP)

Map 

Coordinates:
+32.32708, -86.33420
32°19'37" N, 86°20'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U.S. 80 EBL over US 80 WBL (RAMP)
Structure number:015536
Location:0.7 MI E OF JCT OF US 31
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:85.0 ft. [25.9 m]
Total length:290.0 ft. [88.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Owner:State Highway Agency [01]
Year built:1992
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 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: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,120 [as of 1999]
Truck traffic:16% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:94.6
Estimated cost of work:$3,036,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.6GoodGoodGoodGoodFO14120
April 201494.6GoodGoodGoodGoodFO14120
March 201294.6GoodGoodGoodGoodFO14120
March 201094.6GoodGoodGoodGoodFO14120
April 200894.6GoodGoodGoodGoodFO14120
February 200694.6GoodGoodGoodGoodFO14120
January 200494.6GoodGoodGoodGoodFO14120
December 200194.6GoodGoodGoodGoodFO14120
February 200092.0GoodGoodGoodGood-20170
March 199892.6GoodGoodGoodGood-14150
March 199693.0GoodGoodGoodGood-12390
March 199493.2GoodExcellentGoodVery Good-10450
June 199293.0GoodExcellentExcellentExcellent-13221