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8065 RAMP-F RD over I-376,RAMP V, & 2ND AVE.

Map

Coordinates:
+40.43585, -79.96910
40°26'09" N, 79°58'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:8065 RAMP-F RD over I-376,RAMP V, & 2ND AVE.
Structure number:000000000002877
Old structure number:028065001000000 (from 1992 edition)
Location:BIRMINGHAM BRG OFF RAMP
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:29.5 ft. [9.0 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 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:MS 18 / HS 20 [5]
Number of main spans:8
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:3,165 [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:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,790,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201664.0PoorSatisfactoryPoorSatisfactorySD3165
July 201462.0PoorSatisfactoryPoorSatisfactorySD3201
July 201248.0PoorSatisfactoryPoorSatisfactorySD5070
July 201048.0PoorSatisfactoryPoorSatisfactorySD4399
May 200951.0PoorSatisfactoryPoorSatisfactorySD4399
July 200851.0PoorSatisfactoryPoorSatisfactorySD4399
April 200820.0PoorSatisfactoryFairImminent FailureSD4399
April 200668.0FairSatisfactoryFairSatisfactoryFO4329
April 200468.0FairSatisfactoryFairSatisfactoryFO4286
April 200283.0FairSatisfactoryFairSatisfactoryFO121
May 200091.0FairSatisfactorySatisfactorySatisfactoryFO119
May 199894.0GoodGoodGoodGoodFO115
June 199696.0GoodGoodGoodGoodFO111
June 199488.9FairGoodGoodSatisfactoryFO106
June 199289.9FairGoodGoodSatisfactoryFO-