RTE 907P over RTE 907P, RTE 907P, ACCE
Map
Coordinates:
+40.79994, -73.9298940°47'60" N, 73°55'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 907P over RTE 907P, RTE 907P, ACCE |
| Structure number: | 00000000224005A |
| Location: | OVER HARLEM RVR IN HARLEM |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 267.7 ft. [81.6 m] |
| Total length: | 913.8 ft. [278.5 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Vertical clearance above deck: | 13.8 ft. [4.2 m] |
| Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1953 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 19 |
| Main spans material: | Steel [3] |
| Main spans 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: | 61,022 [as of 2001] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.5 tons [73.2 metric tons] |
| Inventory rating: | 32.2 tons [29.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.7 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $14,495,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1999] |
| Truck traffic: | 10% 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: | 78.8 tons [71.6 metric tons] |
| Inventory rating: | 20.9 tons [19.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $14,712,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 5.9 tons [5.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,327,000 |