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HWY RUGGLES ST over COMB AMTRAK/MBTA & ORNG

Map

Coordinates:
+42.33574, -71.09065
42°20'09" N, 71°05'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY RUGGLES ST over COMB AMTRAK/MBTA & ORNG
Structure number:B160884V8MBTNBI
Location:AT RUGGLES STATION
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
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:3
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:8,900 [as of 1997]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:71.2
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$8,131,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201671.2FairGoodSatisfactoryGoodFO8900
May 201471.2FairGoodSatisfactoryGoodFO8900
February 201371.2GoodGoodGoodGoodFO8900
April 201171.2GoodGoodGoodGoodFO8900
April 200971.2GoodGoodGoodGoodFO8900
February 200871.2GoodGoodGoodGoodFO8900
February 200671.2GoodGoodGoodGoodFO8900
March 200471.2GoodGoodGoodGoodFO8900
March 200271.2GoodGoodGoodGoodFO8900
March 200071.2GoodGoodGoodGoodFO8900