RANDALL IS TO QNS over RELIEF
Map
Coordinates:
+40.79706, -73.9216440°47'49" N, 73°55'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RANDALL IS TO QNS over RELIEF |
| Structure number: | 00000000552120E |
| Location: | AT RANDALLS ISLAND |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 76.8 ft. [23.4 m] |
| Total length: | 651.0 ft. [198.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| Owner: | Local Toll Authority [32] |
| Year built: | 1967 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 9 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| 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: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 38.0 tons [34.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $14,414,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 1999] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 63.8 tons [58.0 metric tons] |
| Inventory rating: | 36.9 tons [33.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $8,183,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,000 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 93.1 tons [84.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $797,000 |