RAMP TO GW BRIDGE over RTE I95
Map
Coordinates:
+40.84600, -73.9301540°50'46" N, 73°55'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP TO GW BRIDGE over RTE I95 |
| Structure number: | 00000000107696A |
| Location: | JCT I87+I95 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 53.8 ft. [16.4 m] |
| Total length: | 54.8 ft. [16.7 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,028 [as of 2002] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 75.8 tons [68.9 metric tons] |
| Inventory rating: | 52.9 tons [48.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $891,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,600 [as of 1999] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 91.7 tons [83.4 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $404,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,100 [as of 1991] |
| 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: | 91.1 tons [82.8 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $108,000 |