71ST STREET over AMTRAK(NE CORRIDOR)
Map
Coordinates:
+39.91793, -75.2411039°55'05" N, 75°14'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 71ST STREET over AMTRAK(NE CORRIDOR) |
| Structure number: | 677301007102360 |
| Location: | S.PASCHALL AVE. 36E05 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 122.1 ft. [37.2 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
| Vertical clearance above deck: | 26.2 ft. [8.0 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1901 |
| Year reconstructed: | 1915 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40,000 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.9 tons [73.5 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 34.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40,000 [as of 1980] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 13.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $161,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40,000 [as of 1980] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 45.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $74,000 |