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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5,32305,283400
Steel Protective Coatingsq. ft.75,27275,272000
Deck
Reinforced Concrete Decksq. ft.34,88233,1381,74400
Superstructure
Steel Floor Beamlinear ft.39021180
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach124530
Reinforced Concrete Pier Walllinear ft.2828000
Reinforced Concrete Abutmentlinear ft.48330150
Reinforced Concrete Pier Caplinear ft.2351927360
Joints
Strip Seal Jointlinear ft.3939000
Pourable Jointlinear ft.118118000
Bearings
Elastomeric Bearingeach66000
Movable Bearingeach30121305
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6971,690700