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HWY BROADWAY over COMB MBTA, ST & FT PT C

Map 

Coordinates:
+42.34389, -71.05944
42°20'38" N, 71°03'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY BROADWAY over COMB MBTA, ST & FT PT C
Structure number:B16686AYLDOTNBI
Location:0.5 KM SE JCT I93 & 190
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.7 ft. [25.5 m]
Total length:754.6 ft. [230.0 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:9
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:23,800 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:53.8 tons [48.9 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:77.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$19,100,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201477.7Not deficientGoodGoodGood23800
October 201277.6Not deficientGoodGoodGood25200
October 201079.1Not deficientGoodGoodGood20700
October 200879.1Not deficientGoodGoodGood20700