HWY ELIOT BRIDGE over WATER CHARLES RIVER
Map
Coordinates:
+42.37139, -71.1333342°22'17" N, 71°07'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY ELIOT BRIDGE over WATER CHARLES RIVER |
| Structure number: | B162464EVDOTNBI |
| Old structure number: | MDC896043100 (from 1992 edition) |
| Location: | .4 MI NW OF HARVARD ST |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 299.9 ft. [91.4 m] |
| Roadway width between curbs: | 64.0 ft. [19.5 m] |
| Deck width edge-to-edge: | 84.0 ft. [25.6 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1950 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 70,100 [as of 2007] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 44.7 tons [40.6 metric tons] |
| Inventory rating: | 19.7 tons [17.9 metric tons] |
| Sufficiency rating: | 55.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $9,797,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 51,000 [as of 1997] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.7 tons [40.6 metric tons] |
| Inventory rating: | 19.7 tons [17.9 metric tons] |
| Sufficiency rating: | 58.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $9,450,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 42,000 [as of 1988] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 45.1 tons [41.0 metric tons] |
| Inventory rating: | 19.4 tons [17.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 21.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $9,450,000 |