AT SUMMIT AVE over RTE I278, RTE I278, HICK
Map
Coordinates:
+40.68228, -74.0024040°40'56" N, 74°00'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | AT SUMMIT AVE over RTE I278, RTE I278, HICK |
| Structure number: | 000000002230350 |
| Location: | .2 MI NE I278+BATTERY |
| Purpose: | Carries pedestrian/bicycle trail over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 78.7 ft. [24.0 m] |
| Total length: | 121.7 ft. [37.1 m] |
| Year built: | 1952 |
| Main span material: | Steel continuous [4] |
| Main span design: | Stringer/Multi-beam or girder [02] |
2010 Inspection
| Average daily traffic: | 128,825 [as of 2002] |
| Truck traffic: | 13% of total traffic |
2000 Inspection
| Average daily traffic: | 127,303 [as of 1998] |
| Truck traffic: | 7% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 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: | 58.2 tons [52.9 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 57.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $83,000 |