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HWY MEDWAY ST over TR RED HSL

Map

Coordinates:
+42.27107, -71.06458
42°16'16" N, 71°03'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HWY MEDWAY ST over TR RED HSL
Structure number:B161474VQMBTNBI
Location:0.3 MI FROM LOWER MILLS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:79.4 ft. [24.2 m]
Total length:85.3 ft. [26.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:Other State Agencies [21]
Year built:1928
Year reconstructed:1999
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:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Inventory rating:45.8 tons [41.6 metric tons]
Sufficiency rating:69.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,856,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201669.8FairGoodGoodFairFO800
July 201469.8FairGoodGoodFairFO800
November 201269.8FairGoodGoodFairFO800
July 201238.4FairSatisfactoryGoodFairFO700
November 200938.4FairGoodGoodFairFO700
March 200738.4FairVery GoodVery GoodFairFO700
January 200638.4FairVery GoodVery GoodFairFO700
February 200338.4FairVery GoodVery GoodFairFO700
February 200138.4FairVery GoodVery GoodFairFO700
February 199927.5PoorPoorPoorFairSD700