RTE I278 over RICHMOND AVE
Map
Coordinates:
+40.61517, -74.1573140°36'55" N, 74°09'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE I278 over RICHMOND AVE |
| Structure number: | 000000001067691 |
| Location: | JCT I278+RICHMOND AVE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 114.8 ft. [35.0 m] |
| Total length: | 119.8 ft. [36.5 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 55.8 ft. [17.0 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Skew angle: | 26° |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| 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: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 56,215 [as of 2007] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 95.8 tons [87.1 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.6 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $4,559,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 67,635 [as of 1998] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 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: | 79.8 tons [72.5 metric tons] |
| Inventory rating: | 37.8 tons [34.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.8 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $3,566,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 44,790 [as of 1990] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $153,000 |