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HWY HEATH ST over COMB AMTRAK/MBTA & ORNG

Map 

Coordinates:
+42.32502, -71.09888
42°19'30" N, 71°05'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HWY HEATH ST over COMB AMTRAK/MBTA & ORNG
Structure number:B160944VBMBTNBI
Location:BTWN TERRACE & COLUMBUS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.6 ft. [13.9 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:Other State Agencies [21]
Year built:1981
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: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 1997]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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: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]
Inventory rating:74.8 tons [68.0 metric tons]
Sufficiency rating:93.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$806,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201593.1FairSatisfactoryGoodGoodFO8900
April 201493.1FairSatisfactoryGoodGoodFO8900
July 201393.1FairSatisfactoryGoodGoodFO8900
July 201193.1GoodGoodGoodGoodFO8900
July 200993.1GoodGoodGoodGoodFO8900
April 200893.1GoodGoodGoodGoodFO8900
April 200693.1GoodGoodGoodGoodFO8900
April 200493.1GoodGoodGoodGoodFO8900
April 200293.1GoodGoodGoodGoodFO8900
April 200093.1GoodGoodVery GoodVery GoodFO8900