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HWY ACCESS RD over WATER CHARLES RIV MOAT

Map

Coordinates:
+42.36613, -71.13499
42°21'58" N, 71°08'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY ACCESS RD over WATER CHARLES RIV MOAT
Structure number:B164604FBDOTNBI
Old structure number:MDC896088100 (from 1992 edition)
Location:.1 MI N OF SOLDIERS F RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:50 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:58.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$610,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorSatisfactoryPoorGood5058.3
September 2015PoorSatisfactoryPoorGood5058.3
September 2013FairSatisfactoryFairGood5074.5
October 2011FairSatisfactorySatisfactoryGood11183.6
October 2009FairSatisfactorySatisfactoryGood11183.6
October 1999GoodGoodGoodGood-83.7
October 1995GoodGoodGoodGood4086.1
October 1993GoodGoodGoodGood4086.1
October 1991FairSatisfactorySatisfactoryGood4085.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1400104315
Steel Protective Coatingsq. ft.6510615036
Deck
Reinforced Concrete Decksq. ft.5405000400
Wearing Surfacessq. ft.5405004000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Bearings
Fixed Bearingeach100460
Steel Protective Coatingsq. ft.40016024
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.56461000
Steel Protective Coatingsq. ft.112112000