58th Street over AMTRAK (NEC), SEPTA-AHSL


+39.93139, -75.22330
39°55'53" N, 75°13'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:58th Street over AMTRAK (NEC), SEPTA-AHSL
Structure number:000000000039158
Old structure number:677301005803970 (from 1992 edition)
Location:S of Woodland Ave. 36G03
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance above deck:24.9 ft. [7.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 1978]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:91.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201691.0GoodGoodVery GoodGoodFO6800
January 201491.0GoodGoodVery GoodGoodFO6800
January 201291.0GoodGoodVery GoodGoodFO6800
January 201091.0GoodGoodVery GoodGoodFO6800
January 200891.0GoodGoodVery GoodGoodFO6800
January 200672.7GoodGoodVery GoodGoodFO6800
January 200472.7GoodGoodVery GoodGoodFO6800
January 200276.8GoodGoodVery GoodGoodFO6800
January 200076.7GoodGoodVery GoodGoodFO6800
January 199876.7GoodGoodVery GoodGoodFO6800
January 199692.9GoodGoodVery GoodGoodFO6800
January 199492.9GoodGoodVery GoodGoodFO6800
January 199291.9GoodExcellentExcellentVery GoodFO6800
January 199091.9GoodExcellentExcellentVery GoodFO6800