HWY TREMONT ST over COMB I 90 & MBTA/CSX
Map
Coordinates:
+42.34750, -71.0686142°20'51" N, 71°04'07" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | HWY TREMONT ST over COMB I 90 & MBTA/CSX |
| Structure number: | B160434TFDOTNBI |
| Location: | .2MI.S.BOSTON COMMON S68 |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 58.1 ft. [17.7 m] |
| Total length: | 170.9 ft. [52.1 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 54° |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| 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: | 3 |
| 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: | 19,900 [as of 1997] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 73.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $5,534,000 |