RAMP H TO I-76 WB over RAMP J TO I-676 EB


+39.95697, -75.18020
39°57'25" N, 75°10'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP H TO I-76 WB over RAMP J TO I-676 EB
Structure number:000000000039366
Old structure number:678012050000000 (from 1992 edition)
Location:VINE ST.INTERCH. 3590 B07
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:50.9 ft. [15.5 m]
Total length:371.1 ft. [113.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,314 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$257,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory2431485.9
September 2014FairSatisfactorySatisfactorySatisfactory2115388.7
October 2012FairSatisfactorySatisfactorySatisfactory2677285.3
October 2010FairSatisfactorySatisfactorySatisfactory1052089.4
October 2008FairSatisfactorySatisfactorySatisfactory4792.0
October 2006PoorGoodSeriousSatisfactory4750.0
October 2004PoorGoodSeriousSatisfactory4650.0
October 2002PoorGoodSeriousSatisfactory4451.0
September 2000PoorGoodSeriousSatisfactory4351.0
May 1998GoodGoodGoodGood4296.0
May 1996GoodGoodVery GoodVery Good4091.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,8621,47338900
Steel Protective Coatingsq. ft.86,02586,025000
Reinforced Concrete Decksq. ft.8,10808,10800
Steel Floor Beamlinear ft.1711165500
Steel Protective Coatingsq. ft.75,27275,272000
Reinforced Concrete Columneach149500
Reinforced Concrete Abutmentlinear ft.2422200
Compression Jointlinear ft.8888000
Movable Bearingeach1831500
Steel Protective Coatingsq. ft.64,51964,519000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.752752000