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WESTCHESTER AVE over CSX TRANS/P MRRIS, Aband

Map

Coordinates:
+40.81614, -73.91290
40°48'58" N, 73°54'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTCHESTER AVE over CSX TRANS/P MRRIS, Aband
Structure number:000000002241000
Location:AT MELROSE
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance above deck:11.8 ft. [3.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1904
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,281 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,901,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryFairSatisfactory828180.5
August 2014FairSatisfactoryFairSatisfactory616480.6
June 2012FairSatisfactoryFairSatisfactory616480.6
June 2010FairSatisfactoryFairSatisfactory616480.6
July 2008FairSatisfactorySatisfactorySatisfactory616491.7
July 2006FairSatisfactorySatisfactorySatisfactory616491.7
September 2004FairSatisfactorySatisfactorySatisfactory616487.7
November 2002FairSatisfactorySatisfactorySatisfactory616487.7
September 2000FairSatisfactorySatisfactorySatisfactory616491.7
October 1998FairSatisfactorySatisfactorySatisfactory616491.7
April 1996Fair-FairFair700067.0
May 1994Fair-FairFair700067.2
July 1992Fair-FairFair700067.2
June 1990Fair-FairFair700066.8

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.746596501000
Deck
Reinforced Concrete Decksq. ft.1,3201,320000
Prestressed Concrete Top Flangesq. ft.1,6081,608000
Wearing Surfacessq. ft.1,6081,133450250
Substructure
Reinforced Concrete Abutmentlinear ft.2001703000
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6666000
Steel Protective Coatingsq. ft.331331000