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HWY ELIOT BRIDGE over WATER CHARLES RIVER

Map 

Coordinates:
+42.37139, -71.13333
42°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