SCHUYLKILL AV.WEST over SCHUYLKILL EXPRESSWAY
Map
Coordinates:
+39.95667, -75.1816739°57'24" N, 75°10'54" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SCHUYLKILL AV.WEST over SCHUYLKILL EXPRESSWAY |
| Structure number: | 673026001012700 |
| Location: | SCHYKL;JFK BLVD. 28D11 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 269.0 ft. [82.0 m] |
| Roadway width between curbs: | 50.5 ft. [15.4 m] |
| Deck width edge-to-edge: | 86.9 ft. [26.5 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 90° |
| Owner: | State Highway Agency [01] |
| Year built: | 1931 |
| Year reconstructed: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 10 |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,375 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.9 tons [62.6 metric tons] |
| Inventory rating: | 40.9 tons [37.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $8,000 |