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I 93 NB RAMP S-N over HWY NASHUA ST

Map 

Coordinates:
+42.36611, -71.06417
42°21'58" N, 71°03'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 93 NB RAMP S-N over HWY NASHUA ST
Structure number:B166076JTDOTNBI
Location:0.2 MI EAST OF LEVRTT CIR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:141.7 ft. [43.2 m]
Total length:266.4 ft. [81.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:27,545 [as of 2015]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,885,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201578.1Not deficientGoodGoodGood27545
August 201368.8Functionally obsoleteGoodGoodGood28249
August 201170.5Not deficientGoodVery GoodGood11700
July 201170.5Not deficientGoodVery GoodGood11700
July 200970.5Not deficientGoodVery GoodGood11700