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HWY FAIRMONT AVE over COMB WALNUT ST & MBTA

Map 

Coordinates:
+42.25361, -71.12000
42°15'13" N, 71°07'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY FAIRMONT AVE over COMB WALNUT ST & MBTA
Structure number:B161693HMDOT634
Location:1 MI W OF SR138/NEP PKW.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.1 ft. [23.2 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1908
Year reconstructed:1984
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:19,300 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.5 tons [47.7 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:91.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,124,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201491.1Not deficientGoodSatisfactorySatisfactory19300
September 201291.1Not deficientGoodGoodSatisfactory19300
September 201091.1Not deficientGoodGoodSatisfactory19100
September 200893.1Not deficientGoodGoodGood19100