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I 90 WB over HWY PARSONS ST

Map 

Coordinates:
+42.35778, -71.15806
42°21'28" N, 71°09'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 90 WB over HWY PARSONS ST
Structure number:B160614RMDOTNBI
Old structure number:MTA896061141 (from 1992 edition)
Location:.16 KM S. CHARLES RV S36
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:57.1 ft. [17.4 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:125,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,042,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201464.0Functionally obsoleteSatisfactorySatisfactorySatisfactory125000
March 201264.0Functionally obsoleteSatisfactorySatisfactorySatisfactory104393
March 201064.0Functionally obsoleteSatisfactorySatisfactorySatisfactory104393
September 200762.0Functionally obsoleteSatisfactorySatisfactorySatisfactory105465
February 199862.0Functionally obsoleteSatisfactorySatisfactorySatisfactory105465
December 199562.0Functionally obsoleteSatisfactorySatisfactorySatisfactory65469
December 199360.0Functionally obsoleteSatisfactorySatisfactorySatisfactory54829
December 199160.0Functionally obsoleteGoodGoodGood54829