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HWY CEDAR ST over COMB AMTRAK/MBTA & ORNG

Map

Coordinates:
+42.32837, -71.09757
42°19'42" N, 71°05'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HWY CEDAR ST over COMB AMTRAK/MBTA & ORNG
Structure number:B163854VWMBTNBI
Location:S OF ROXBURY XING STATION
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:44.3 ft. [13.5 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:10,183 [as of 1996]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Inventory rating:70.2 tons [63.8 metric tons]
Sufficiency rating:75.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,198,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201575.7FairSatisfactorySatisfactoryGoodFO10183
May 201475.7FairSatisfactorySatisfactoryGoodFO10183
July 201375.7GoodGoodGoodGoodFO10183
July 201175.7GoodGoodGoodGoodFO10183
July 200975.7GoodGoodGoodGoodFO10183
April 200875.7GoodGoodGoodGoodFO10183
April 200675.7GoodGoodGoodVery GoodFO10183
April 200475.7GoodGoodGoodVery GoodFO10183
April 200275.7GoodGoodGoodVery GoodFO10183
April 200075.7GoodGoodVery GoodVery GoodFO10183