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SCHUYLKILL AV WEST over SCHUYLKILL EXPRESSWAY

Map 

Coordinates:
+39.95667, -75.18167
39°57'24" N, 75°10'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL AV WEST over SCHUYLKILL EXPRESSWAY
Structure number:000000000039018
Old structure number:673030001309390 (from 1992 edition)
Location:E.SIDE OF 30TH ST.3590A08
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:90°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:8
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:33,557 [as of 2013]
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: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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201474.3Functionally obsoleteGoodFairSatisfactory33557
July 201276.3Functionally obsoleteGoodFairSatisfactory26652
July 201088.4Functionally obsoleteGoodSatisfactorySatisfactory26721
July 200835.0Structurally deficientFairSeriousFair28876
July 200632.1Structurally deficientFairSeriousFair28628
July 200417.0Structurally deficientFairSeriousFair28345
June 200217.0Structurally deficientFairSeriousFair23893