SPRING GARDEN STR. over SCHUYLKILL EXPRESSWAY
Map
Coordinates:
+39.96402, -75.1844339°57'50" N, 75°11'04" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SPRING GARDEN STR. over SCHUYLKILL EXPRESSWAY |
| Structure number: | 673014003000000 |
| Location: | SPRING GARDEN INCH.28C10 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 229.0 ft. [69.8 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Year reconstructed: | 1988 |
| 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: | 2 |
| 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: | 10,761 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 70.8 tons [64.4 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,000 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 53.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,000 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 68.4 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $591,000 |