HWY N WSHNGTN ST over WATER CHARLES RIVER
Map
Coordinates:
+42.36786, -71.0591142°22'04" N, 71°03'33" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY N WSHNGTN ST over WATER CHARLES RIVER |
| Structure number: | B1601637MMUNNBI |
| Old structure number: | 37MMUN896C16100 (from 1992 edition) |
| Location: | AT CHAS RIV NR BOS GARDEN |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 423.9 ft. [129.2 m] |
| Roadway width between curbs: | 80.1 ft. [24.4 m] |
| Deck width edge-to-edge: | 101.1 ft. [30.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year reconstructed: | 1956 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 5 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 38,400 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 38.8 tons [35.3 metric tons] |
| Inventory rating: | 23.2 tons [21.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $26,105,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 58,200 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 29.0 tons [26.4 metric tons] |
| Inventory rating: | 5.9 tons [5.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 24.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $9,658,000 |