LONGWOOD AVENUE over AMTRAK/CSXT/P&W
Map
Coordinates:
+40.81532, -73.8945440°48'55" N, 73°53'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LONGWOOD AVENUE over AMTRAK/CSXT/P&W |
| Structure number: | 000000002241159 |
| Location: | AT HUNTS POINT |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 84.0 ft. [25.6 m] |
| Total length: | 107.0 ft. [32.6 m] |
| Roadway width between curbs: | 59.7 ft. [18.2 m] |
| Deck width edge-to-edge: | 99.1 ft. [30.2 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Skew angle: | 1° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1908 |
| Year reconstructed: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| 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: | 2,156 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.8 tons [54.4 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 94.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $24,066,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,150 [as of 1997] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 98.6 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $3,095,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 1973] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $488,000 |