RTE I87 over ALEXANDER AVENUE
Map
Coordinates:
+40.80780, -73.9267940°48'28" N, 73°55'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE I87 over ALEXANDER AVENUE |
| Structure number: | 000000001067979 |
| Location: | 2.7 MILES S JCT I87 & I95 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 100.7 ft. [30.7 m] |
| Total length: | 100.7 ft. [30.7 m] |
| Roadway width between curbs: | 93.8 ft. [28.6 m] |
| Deck width edge-to-edge: | 112.9 ft. [34.4 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 2° |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| 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: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 101,958 [as of 2009] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Poor [4 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: | 73.8 tons [67.1 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 95.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $5,518,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 118,262 [as of 1998] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.8 tons [45.3 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 90.1 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $2,526,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 117,985 [as of 1990] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 67.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $684,000 |