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8065 RAMP E RD over I 376,RAMP V, & 2ND AVE

Map

Coordinates:
+40.43586, -79.96967
40°26'09" N, 79°58'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:8065 RAMP E RD over I 376,RAMP V, & 2ND AVE
Structure number:000000000002878
Old structure number:028065025000000 (from 1992 edition)
Location:BIRMINGHAM BRG ON RAMP E
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:157.2 ft. [47.9 m]
Total length:892.1 ft. [271.9 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
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: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,997 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:46.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,360,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201646.1PoorSatisfactoryPoorFairSD5997
July 201448.4PoorSatisfactoryPoorFairSD6066
July 201248.2PoorSatisfactoryPoorFairSD6292
July 201066.9PoorSatisfactoryPoorFairSD128
July 200849.9PoorSatisfactorySeriousFairSD128
April 200849.9PoorSatisfactoryFairSeriousSD128
April 200681.0FairSatisfactoryFairFairFO126
April 200481.0FairSatisfactoryFairFairFO124
April 200281.0FairSatisfactoryFairFairFO121
May 200081.0FairSatisfactoryFairFairFO119
April 199883.0FairSatisfactorySatisfactoryFairFO115
June 199683.0FairSatisfactorySatisfactoryFairFO111
June 199479.9FairSatisfactoryGoodFairFO108