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RTE I278 over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.82257, -73.88655
40°49'21" N, 73°53'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over AMTRAK/CSXT/P&W
Structure number:000000002075351
Location:JCT I95 & I278
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.7 ft. [36.8 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:2012
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55,675 [as of 2010]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,714,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairVery GoodSatisfactorySatisfactory5567585.0
October 2014FairVery GoodSatisfactorySatisfactory5567585.0
November 2012FairExcellentGoodSatisfactory5565085.0
November 2011PoorPoorFairFair9840069.2
November 2010PoorPoorFairFair5234969.2
November 2008PoorPoorFairFair5234969.2
August 2006PoorPoorFairFair5071469.2
August 2004PoorPoorFairFair9840069.2
July 2002PoorPoorFairFair9977469.0
July 2000PoorPoorFairSatisfactory11843177.0
August 1999PoorPoorFairSatisfactory10488882.0
December 1998PoorSeriousFairSatisfactory13423180.0
October 1997PoorSeriousFairFair6532380.0
July 1996PoorSeriousPoorPoor6532363.8
November 1995PoorSeriousPoorPoor6435049.9
November 1994PoorSeriousPoorPoor4157549.9
December 1993PoorSeriousPoorPoor4157549.9
May 1992PoorSeriousPoorPoor6366349.9
September 1990PoorPoorPoorPoor6366351.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.238238000
Steel Protective Coatingsq. ft.1,7031,703000
Deck
Reinforced Concrete Decksq. ft.10,2869,98630000
Wearing Surfacessq. ft.7,1396,78935000
Superstructure
Steel Trusslinear ft.346341500
Steel Protective Coatingsq. ft.11,50711,16734000
Steel Floor Beamlinear ft.977972230
Steel Protective Coatingsq. ft.8,2867,0331,25003
Steel Gusset Plateeach2727000
Steel Protective Coatingsq. ft.400400000
Substructure
Reinforced Concrete Abutmentlinear ft.1721462600
Joints
Pourable Jointlinear ft.2221418010
Bearings
Movable Bearingeach33000
Steel Protective Coatingsq. ft.60600
Fixed Bearingeach32100
Steel Protective Coatingsq. ft.60600
Pot Bearingeach66000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.595595000