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RAMP#3 ON RAMP over SCHUYLKILL EXPRESSWAY

Map 

Coordinates:
+39.97776, -75.20108
39°58'40" N, 75°12'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP#3 ON RAMP over SCHUYLKILL EXPRESSWAY
Structure number:000000000039335
Old structure number:678008003010380 (from 1992 edition)
Location:GIRARD AVE.INTERCH3589H04
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.9 ft. [39.3 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1987
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:2
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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,461 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:73.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201673.3FairGoodFairSatisfactoryFO4461
May 201474.5FairGoodFairSatisfactoryFO6614
June 201275.4FairGoodFairSatisfactoryFO4157
June 201069.6FairGoodFairSatisfactoryFO3276
June 200881.0FairGoodSatisfactorySatisfactoryFO47
June 200683.0FairGoodGoodSatisfactoryFO47
June 200473.2FairGoodGoodSatisfactoryFO46
May 200273.2FairGoodGoodSatisfactoryFO44
October 199972.0FairVery GoodGoodSatisfactoryFO42
September 199781.5FairGoodGoodSatisfactoryFO40
October 199589.0GoodGoodGoodGood-38
February 199487.0GoodGoodGoodGood-37
February 199290.0GoodGoodVery GoodGood-34