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HWY REDFIELD ST over COMB MBTA&REDS&FRKLN ST

Map 

Coordinates:
+42.28806, -71.04120
42°17'17" N, 71°02'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY REDFIELD ST over COMB MBTA&REDS&FRKLN ST
Structure number:B161374VNMBTNBI
Location:OVER RED LINE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:83.7 ft. [25.5 m]
Total length:85.3 ft. [26.0 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:10°
Owner:Other State Agencies [21]
Year built:1955
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:700 [as of 1997]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Operating rating:35.3 tons [32.1 metric tons]
Inventory rating:21.5 tons [19.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,424,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201479.8Functionally obsoleteGoodGoodGood700
September 201187.9Functionally obsoleteSatisfactoryGoodGood700
September 200987.9Functionally obsoleteSatisfactoryGoodGood700
August 200759.9Structurally deficientFairPoorFair700
September 200559.9Structurally deficientFairPoorFair700
January 200347.8Structurally deficientFairPoorFair700
December 200160.8Functionally obsoleteFairFairFair700
October 199960.8Functionally obsoleteFairFairSatisfactory700