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HWY MCBRIDE ST over COMB AMTRAK/MBTA & ORNG

Map 

Coordinates:
+42.30609, -71.11039
42°18'22" N, 71°06'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY MCBRIDE ST over COMB AMTRAK/MBTA & ORNG
Structure number:B161004VHMBTNBI
Location:BTWN WASHINGTON & EVERETT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 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: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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 1997]
Truck traffic:7% 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,384,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.6Functionally obsoleteGoodSatisfactoryGood3300
November 201176.6Functionally obsoleteGoodGoodGood3300
November 200976.6Functionally obsoleteGoodGoodGood3300
March 200876.6Functionally obsoleteGoodGoodGood3300
March 200676.6Functionally obsoleteGoodGoodGood3300
March 200476.6Functionally obsoleteGoodGoodGood3300
April 200276.6Functionally obsoleteGoodGoodGood3300
April 200076.6Functionally obsoleteGoodVery GoodVery Good3300