150TH STREET over RTE 907D, RTE 907D
Map
Coordinates:
+40.66643, -73.7894840°39'59" N, 73°47'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 150TH STREET over RTE 907D, RTE 907D |
| Structure number: | 000000001076660 |
| Location: | .7 MI W JCT I678 & SH 27 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 87.9 ft. [26.8 m] |
| Roadway width between curbs: | 50.2 ft. [15.3 m] |
| Deck width edge-to-edge: | 72.8 ft. [22.2 m] |
| Vertical clearance below bridge: | 12.1 ft. [3.7 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Year reconstructed: | 1965 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Frame [07] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,260 [as of 2008] |
| Truck traffic: | 9% 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: | 65.9 tons [59.9 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,232,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,688 [as of 1999] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 65.8 tons [59.8 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,732,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,800 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $205,000 |