RAMP TO SANIT PR over RTE 907L, RTE 907L
Map
Coordinates:
+40.77887, -73.9432340°46'44" N, 73°56'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP TO SANIT PR over RTE 907L, RTE 907L |
| Structure number: | 000000002232130 |
| Location: | JCT OF FDR DRIVE + 91 ST |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 190.0 ft. [57.9 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1941 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Slab [01] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 21.5 tons [19.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,463,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 1999] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 20.9 tons [19.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,404,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [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: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $278,000 |