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HWY ACCESS RD over WATER CHARLES RIV MOAT

Map

Coordinates:
+42.36750, -71.06611
42°22'03" N, 71°03'58" 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:Other Principal Arterial (Urban) [14]
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 2015

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:50 [as of 2013]
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]
Operating rating:48.3 tons [43.9 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
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:$662,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201558.3PoorSatisfactoryPoorGoodSD50
September 201374.5FairSatisfactoryFairGood-50
October 201183.6FairSatisfactorySatisfactoryGood-111
October 200983.6FairSatisfactorySatisfactoryGood-111
October 199983.7GoodGoodGoodGoodFO-
October 199586.1GoodGoodGoodGoodFO40
October 199386.1GoodGoodGoodGoodFO40
October 199185.1FairSatisfactorySatisfactoryGoodFO40

Element Data

Source: National Bridge Elements dataset, 2016 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.5405132700
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