Share:

RTE I278 over GRAHAM AVENUE

Map

Coordinates:
+40.71959, -73.94560
40°43'11" N, 73°56'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over GRAHAM AVENUE
Structure number:00000000106560B
Location:1.3 MI SW JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:123,095 [as of 1999]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,963,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodVery GoodVery GoodVery Good12309564.0
June 2014GoodVery GoodVery GoodVery Good12309564.0
June 2012GoodVery GoodVery GoodVery Good12309564.0
June 2010GoodVery GoodVery GoodVery Good12309564.0
July 2008GoodVery GoodVery GoodVery Good12309564.0
April 2006GoodExcellentVery GoodVery Good12309564.0
May 2005FairExcellentFairVery Good12309553.0
April 2004FairExcellentFairVery Good12309563.2
March 2002GoodExcellentVery GoodVery Good12309576.0
February 2000GoodExcellentVery GoodVery Good12309574.0
January 1998FairVery GoodSatisfactoryFair13744163.0
February 1996PoorVery GoodSatisfactoryPoor10114015.0
February 1994PoorPoorPoorPoor10114012.0
January 1992PoorPoorPoorPoor11350518.2
May 1990PoorPoorPoorPoor11229718.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0201,020000
Steel Protective Coatingsq. ft.8,5822,4506,13200
Deck
Reinforced Concrete Decksq. ft.5,4465,3955100
Wearing Surfacessq. ft.4,8264,826000
Substructure
Steel Columneach20200
Reinforced Concrete Abutmentlinear ft.2929000
Steel Pier Caplinear ft.58292900
Joints
Compression Jointlinear ft.5805800
Bearings
Movable Bearingeach100550
Steel Protective Coatingsq. ft.2602600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.389389000