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South Street over I-76, Schuylkill R & CSX

Map

Coordinates:
+39.94690, -75.18690
39°56'49" N, 75°11'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:South Street over I-76, Schuylkill R & CSX
Structure number:000000000046462
Old structure number:677301001000110 (from 1992 edition)
Location:East of 33rd St.
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Tolls:Yes [1]
Length of largest span:144.0 ft. [43.9 m]
Total length:753.0 ft. [229.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:82.7 ft. [25.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans 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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 1975]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.1
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodVery GoodVery GoodVery Good2000093.1
May 2014GoodVery GoodVery GoodVery Good2000093.1
May 2012GoodExcellentExcellentExcellent2000090.0
April 2011GoodExcellentExcellentExcellent2000092.0
May 2008PoorPoorPoorFair2000048.5
May 2006PoorFairPoorFair2000052.1
May 2004PoorFairPoorFair2000050.7
May 2002PoorFairPoorFair2000050.7
May 2000PoorFairPoorFair2000050.7
May 1998PoorFairPoorFair2000053.7
May 1996PoorFairPoorFair2000058.5
May 1994PoorFairPoorFair2000029.3
May 1992FairGoodSatisfactoryGood2000056.9
May 1990FairGoodSatisfactoryGood2000056.9