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I 90 WB over HWY PARSONS ST

Map

Coordinates:
+42.35782, -71.15792
42°21'28" N, 71°09'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:13.1 ft. [4.0 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 2016

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,547,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory12500064.0
March 2014FairSatisfactorySatisfactorySatisfactory12500064.0
March 2012FairSatisfactorySatisfactorySatisfactory10439364.0
March 2010FairSatisfactorySatisfactorySatisfactory10439364.0
September 2007FairSatisfactorySatisfactorySatisfactory10546562.0
February 1998FairSatisfactorySatisfactorySatisfactory10546562.0
December 1995FairSatisfactorySatisfactorySatisfactory6546962.0
December 1993FairSatisfactorySatisfactorySatisfactory5482960.0
December 1991GoodGoodGoodGood5482960.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.480047550
Steel Protective Coatingsq. ft.4,467003,686781
Deck
Reinforced Concrete Decksq. ft.3,0622,86220000
Wearing Surfacessq. ft.2,8612,43542510
Substructure
Reinforced Concrete Abutmentlinear ft.129095340
Joints
Strip Seal Jointlinear ft.5304850
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.1000010
Fixed Bearingeach80710
Steel Protective Coatingsq. ft.100091
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6357060
Steel Protective Coatingsq. ft.6464000
Reinforced Concrete Bridge Raillinear ft.63382230