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


+39.93100, -75.22280
39°55'52" N, 75°13'22" 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:16.4 ft. [5.0 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]
Sufficiency rating:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016GoodGoodVery GoodGood680091.0
January 2014GoodGoodVery GoodGood680091.0
January 2012GoodGoodVery GoodGood680091.0
January 2010GoodGoodVery GoodGood680091.0
January 2008GoodGoodVery GoodGood680091.0
January 2006GoodGoodVery GoodGood680072.7
January 2004GoodGoodVery GoodGood680072.7
January 2002GoodGoodVery GoodGood680076.8
January 2000GoodGoodVery GoodGood680076.7
January 1998GoodGoodVery GoodGood680076.7
January 1996GoodGoodVery GoodGood680092.9
January 1994GoodGoodVery GoodGood680092.9
January 1992GoodExcellentExcellentVery Good680091.9
January 1990GoodExcellentExcellentVery Good680091.9