WEST 205TH STREET over NYCTA IND YARDS
Map
Coordinates:
+40.87627, -73.8881140°52'35" N, 73°53'17" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WEST 205TH STREET over NYCTA IND YARDS |
| Structure number: | 000000002241940 |
| Location: | AT KINGSBRIDGE |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 117.8 ft. [35.9 m] |
| Total length: | 387.2 ft. [118.0 m] |
| Roadway width between curbs: | 59.7 ft. [18.2 m] |
| Deck width edge-to-edge: | 84.0 ft. [25.6 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 99° |
| Owner: | Other Local Agencies [25] |
| Year built: | 1935 |
| Year reconstructed: | 2000 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,972 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 97.8 tons [88.9 metric tons] |
| Inventory rating: | 49.9 tons [45.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.6 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $7,820,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,068 [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: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.8 tons [62.5 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 78.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $7,426,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,200 [as of 1972] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,551,000 |