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HWY MOR-WASH ST over COMB AMTRAK/MBTA & ORNG

Map

Coordinates:
+42.30149, -71.11340
42°18'05" N, 71°06'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY MOR-WASH ST over COMB AMTRAK/MBTA & ORNG
Structure number:B161014VJMBTNBI
Location:BTWN WASHINGTON & SOUTH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:86.9 ft. [26.5 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:Other State Agencies [21]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:111 [as of 1997]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,736,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201685.0FairSatisfactoryFairSatisfactoryFO111
April 201484.0FairFairFairSatisfactoryFO111
November 201396.0FairSatisfactorySatisfactoryGoodFO111
November 201196.0GoodGoodGoodGoodFO111
November 200996.0GoodGoodGoodGoodFO111
March 200896.0GoodGoodGoodGoodFO111
March 200696.0GoodGoodGoodGoodFO111
March 200496.0GoodGoodGoodGoodFO111
April 200296.0GoodGoodGoodGoodFO111
March 200096.0GoodGoodGoodGoodFO111