NICOLLS RD over HOSPITAL UNDRPASS
Map
Coordinates:
+40.91102, -73.1180040°54'40" N, 73°07'05" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NICOLLS RD over HOSPITAL UNDRPASS |
| Structure number: | 000000003300549 |
| Location: | AT STONY BROOK |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 44.0 ft. [13.4 m] |
| Roadway width between curbs: | 131.9 ft. [40.2 m] |
| Deck width edge-to-edge: | 155.5 ft. [47.4 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 16° |
| Owner: | Other State Agencies [21] |
| Year built: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Frame [07] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 51,560 [as of 2004] |
| Truck traffic: | 6% 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: | 54.9 tons [49.9 metric tons] |
| Inventory rating: | 32.9 tons [29.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 82.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,900,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,200 [as of 1987] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 84.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,149,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,200 [as of 1987] |
| Truck traffic: | 10% of total traffic |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $321,000 |