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SCHUYLKILL AV WEST over SCHUYLKILL EXPWAY;RAMP J

Map

Coordinates:
+39.96111, -75.18167
39°57'40" N, 75°10'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCHUYLKILL AV WEST over SCHUYLKILL EXPWAY;RAMP J
Structure number:000000000040183
Old structure number:673030001306680 (from 1992 edition)
Location:30TH ST STA. 3590B07
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,623 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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: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:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:66.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,097,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairFairSatisfactory2962366.6
July 2014FairFairFairSatisfactory3355767.4
July 2012FairFairFairSatisfactory2665269.6
July 2010FairFairFairSatisfactory2672169.6
July 2008FairFairFairSatisfactory2887674.5
July 2006FairFairFairFair2862874.6
July 2004FairFairFairFair2834574.7
June 2002FairFairFairSatisfactory2331074.2
May 2000FairFairFairSatisfactory1157569.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2491797000
Steel Protective Coatingsq. ft.32,25932,259000
Steel Stringerlinear ft.1,9931,61537800
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.11,85511,14471100
Wearing Surfacessq. ft.6,3856,385000
Superstructure
Steel Floor Beamlinear ft.785078500
Steel Protective Coatingsq. ft.32,25932,259000
Substructure
Steel Columneach30030
Steel Protective Coatingsq. ft.21,50621,506000
Reinforced Concrete Columneach55000
Joints
Compression Jointlinear ft.7700077
Bearings
Movable Bearingeach33000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.122122000