TORRESDALE AVENUE over PENNYPACK CREEK
Map
Coordinates:
+40.03707, -75.0217840°02'13" N, 75°01'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TORRESDALE AVENUE over PENNYPACK CREEK |
| Structure number: | 671004019002970 |
| Location: | HOLMESBURG PRISON 19G10 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 167.0 ft. [50.9 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
| Vertical clearance below bridge: | 420.0 ft. [128.0 m] |
| Skew angle: | 17° |
| Owner: | State Highway Agency [01] |
| Year built: | 1896 |
| Year reconstructed: | 1974 |
| 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: | Prestressed concrete [5] |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,007 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 80.9 tons [73.5 metric tons] |
| Inventory rating: | 30.9 tons [28.1 metric tons] |
| Sufficiency rating: | 91.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,129 [as of 2000] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| 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] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 95.0 tons [86.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,846 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 95.0 tons [86.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.7 |