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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

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: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 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]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201664.0FairSatisfactorySatisfactorySatisfactoryFO125000
March 201464.0FairSatisfactorySatisfactorySatisfactoryFO125000
March 201264.0FairSatisfactorySatisfactorySatisfactoryFO104393
March 201064.0FairSatisfactorySatisfactorySatisfactoryFO104393
September 200762.0FairSatisfactorySatisfactorySatisfactoryFO105465
February 199862.0FairSatisfactorySatisfactorySatisfactoryFO105465
December 199562.0FairSatisfactorySatisfactorySatisfactoryFO65469
December 199360.0FairSatisfactorySatisfactorySatisfactoryFO54829
December 199160.0GoodGoodGoodGoodFO54829

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4800451290
Steel Protective Coatingsq. ft.1,9981,998000
Deck
Reinforced Concrete Decksq. ft.3,6173,36824900
Wearing Surfacessq. ft.3,3273,16116600
Substructure
Reinforced Concrete Abutmentlinear ft.125032930
Joints
Strip Seal Jointlinear ft.5300053
Bearings
Movable Bearingeach80701
Steel Protective Coatingsq. ft.999999000
Fixed Bearingeach80701
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6361002
Steel Protective Coatingsq. ft.999999000
Reinforced Concrete Bridge Raillinear ft.6363000