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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 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.6
Estimated cost of work:$4,136,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.6Functionally obsoleteGoodGoodGood14120
March 201294.6Functionally obsoleteGoodGoodGood14120
March 201094.6Functionally obsoleteGoodGoodGood14120
April 200894.6Functionally obsoleteGoodGoodGood14120
February 200694.6Functionally obsoleteGoodGoodGood14120
January 200494.6Functionally obsoleteGoodGoodGood14120
December 200194.6Functionally obsoleteGoodGoodGood14120
February 200092.0Not deficientGoodGoodGood20170
March 199892.6Not deficientGoodGoodGood14150
March 199693.0Not deficientGoodGoodGood12390
March 199493.2Not deficientExcellentGoodVery Good10450
June 199293.0Not deficientExcellentExcellentExcellent13221