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HWY MASS AVE over ST 9 HUNTINGTON AVE

Map

Coordinates:
+42.34278, -71.08487
42°20'34" N, 71°05'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY MASS AVE over ST 9 HUNTINGTON AVE
Structure number:B1623838PMUNNBI
Old structure number:38PMUN896238100 (from 1992 edition)
Location:.7 MI S OF CHARLES RIV
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:95.1 ft. [29.0 m]
Deck width edge-to-edge:158.5 ft. [48.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1976
Historic significance:Historical significance is not determinable at this time [4]
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:22,700 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:27.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,409,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairSatisfactory2270027.4
March 2014FairFairFairSatisfactory2210027.6
March 2012FairFairFairSatisfactory2210027.6
March 2010FairFairSatisfactorySatisfactory2190038.4
March 2008FairFairSatisfactorySatisfactory2190038.4
March 2006FairFairSatisfactorySatisfactory2160038.5
March 2004FairFairSatisfactoryGood2470037.6
March 2002FairFairSatisfactoryGood2400037.8
March 2000FairFairSatisfactoryGood1990038.9
March 1998FairSatisfactorySatisfactoryGood1990040.1
March 1996FairSatisfactorySatisfactoryGood1990040.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.36319516440
Steel Girder/Beamlinear ft.1,33001,33000
Deck
Reinforced Concrete Decksq. ft.7,31207,31200
Wearing Surfacessq. ft.4,3504,05030000
Prestressed Concrete Top Flangesq. ft.2,8602,860000
Substructure
Reinforced Concrete Abutmentlinear ft.3182784360
Bearings
Elastomeric Bearingeach6464000
Steel Protective Coatingsq. ft.9797000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.91711208
Steel Protective Coatingsq. ft.2541906400