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HWY MOODY ST over WATER CHARLES RIVER

Map

Coordinates:
+42.37322, -71.23656
42°22'24" N, 71°14'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY MOODY ST over WATER CHARLES RIVER
Structure number:W040042CAMUNNBI
Old structure number:2CAMUN443004100 (from 1992 edition)
Location:.89 MI. N. NEWTON TWN.LN.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1917
Year reconstructed:1943
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2011]
Truck traffic:11% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017Fair-SatisfactoryFair2350063.6
September 2015Fair-SatisfactoryFair2350063.6
September 2013Fair-SatisfactorySatisfactory2350075.2
September 2011Fair-SatisfactorySatisfactory2350075.2
September 2009Fair-SatisfactorySatisfactory2350075.2
September 2007Fair-SatisfactorySatisfactory2290075.2
September 2005Fair-SatisfactorySatisfactory2230075.3
September 2003Fair-SatisfactorySatisfactory2180075.4
September 2001Fair-SatisfactoryGood2070076.5
September 1999Good-GoodGood1810076.8
September 1997Good-GoodGood1360066.0
September 1995Good-GoodGood1360066.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.5910570210
Substructure
Reinforced Concrete Pier Walllinear ft.520005200
Reinforced Concrete Abutmentlinear ft.1320120120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.91545046500
Steel Protective Coatingsq. ft.1,830857963100
Reinforced Concrete Bridge Raillinear ft.3061770