JEROME AVE RAMP over RTE I87, RTE I87
Map
Coordinates:
+40.89682, -73.8805140°53'49" N, 73°52'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | JEROME AVE RAMP over RTE I87, RTE I87 |
| Structure number: | 000000001067050 |
| Location: | 4.5 MI N I87+I95 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 91.9 ft. [28.0 m] |
| Total length: | 159.8 ft. [48.7 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 87.6 ft. [26.7 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 37° |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| 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: | 12,314 [as of 2001] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Fair [5 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: | 39.9 tons [36.3 metric tons] |
| Inventory rating: | 24.0 tons [21.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.8 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $8,146,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,669 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 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: | 82.7 tons [75.2 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,758,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,900 [as of 1969] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 64.4 tons [58.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $636,000 |