MELROSE AVENUE over CSX TRANS/PT MRRS
Map
Coordinates:
+40.82599, -73.9128940°49'34" N, 73°54'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MELROSE AVENUE over CSX TRANS/PT MRRS |
| Structure number: | 000000002241110 |
| Location: | IN MELROSE |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 76.8 ft. [23.4 m] |
| Total length: | 556.8 ft. [169.7 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Vertical clearance below bridge: | 16.7 ft. [5.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1897 |
| Year reconstructed: | 1996 |
| 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: | 8 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,556 [as of 1997] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 63.9 tons [58.1 metric tons] |
| Inventory rating: | 37.0 tons [33.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,280,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,556 [as of 1997] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Sufficiency rating: | 77.1 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $9,919,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,000 [as of 1976] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 1.0 tons [0.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 4.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,993,000 |