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


+39.95667, -75.18000
39°57'24" N, 75°10'48" 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:14.8 ft. [4.5 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 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,153 [as of 2014]
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]
Operating rating:62.8 tons [57.1 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:88.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201488.7FairSatisfactorySatisfactorySatisfactoryFO21153
October 201285.3FairSatisfactorySatisfactorySatisfactoryFO26772
October 201089.4FairSatisfactorySatisfactorySatisfactoryFO10520
October 200892.0FairSatisfactorySatisfactorySatisfactoryFO47
October 200650.0PoorGoodSeriousSatisfactorySD47
October 200450.0PoorGoodSeriousSatisfactorySD46
October 200251.0PoorGoodSeriousSatisfactorySD44
September 200051.0PoorGoodSeriousSatisfactorySD43
May 199896.0GoodGoodGoodGoodFO42
May 199691.8GoodGoodVery GoodVery GoodFO40