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SCHUYLKILL EXWY.WB over RAMP A AND RAMP B

Map 

Coordinates:
+39.96040, -75.18137
39°57'37" N, 75°10'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXWY.WB over RAMP A AND RAMP B
Structure number:000000000038488
Old structure number:670076344105100 (from 1992 edition)
Location:I-76 AT VINE ST. 3590A07
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:167.0 ft. [50.9 m]
Total length:275.9 ft. [84.1 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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: March 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:103,626 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:105.8 tons [96.2 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201588.9FairSatisfactoryGoodSatisfactoryFO103626
March 201388.9FairSatisfactoryGoodSatisfactoryFO103626
March 201190.4FairSatisfactoryGoodSatisfactoryFO72876
April 200990.9FairSatisfactoryGoodSatisfactoryFO63965
May 200790.9FairGoodGoodSatisfactoryFO62472
May 200590.5FairGoodGoodSatisfactory-57115
April 200390.7FairGoodGoodSatisfactory-55344
March 200191.6GoodGoodVery GoodGood-66312
May 199891.9GoodVery GoodVery GoodVery Good-63240
April 199692.0GoodGoodVery GoodGood-62000