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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
September 201558.3Structurally deficientSatisfactoryPoorGood50
September 201374.5Not deficientSatisfactoryFairGood50
October 201183.6Not deficientSatisfactorySatisfactoryGood111
October 200983.6Not deficientSatisfactorySatisfactoryGood111
October 199983.7Functionally obsoleteGoodGoodGood-
October 199586.1Functionally obsoleteGoodGoodGood40
October 199386.1Functionally obsoleteGoodGoodGood40
October 199185.1Functionally obsoleteSatisfactorySatisfactoryGood40