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RTE I278 over BRUCKNER BLVD SB, RELIEF

Map

Coordinates:
+40.80362, -73.91438
40°48'13" N, 73°54'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over BRUCKNER BLVD SB, RELIEF
Structure number:00000000106666B
Location:1 MI NE JCT I278 & I87
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:903.9 ft. [275.5 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1959
Year reconstructed:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:14
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,321 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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]
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:76.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$23,137,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairGoodFair2432176.0
June 2016FairFairGoodFair2432176.0
May 2015FairFairGoodFair2432176.0
May 2014FairFairGoodFair2432176.0
June 2013FairFairSatisfactoryFair2432176.0
April 2012FairFairGoodFair2432176.0
May 2011FairFairGoodFair2432176.0
June 2009FairFairGoodSatisfactory2432187.0
May 2007FairFairGoodSatisfactory2432187.0
May 2005FairFairGoodSatisfactory2432187.0
May 2003FairFairGoodGood2432187.0
June 2001FairFairGoodGood12805887.0
June 1999FairFairGoodGood12805887.0
May 1997FairFairSatisfactorySatisfactory12805887.0
March 1997PoorPoorPoorPoor12805842.9
February 1994PoorPoorPoorPoor12805843.9
April 1992PoorPoorPoorPoor12805843.9
July 1990PoorPoorFairPoor12805843.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,2205,1843600
Steel Protective Coatingsq. ft.49,16148,35780400
Deck
Reinforced Concrete Decksq. ft.35,73728,2137,500240
Wearing Surfacessq. ft.35,73735,734300
Substructure
Reinforced Concrete Columneach2625100
Reinforced Concrete Pier Walllinear ft.4039010
Reinforced Concrete Abutmentlinear ft.44202400
Reinforced Concrete Pile Cap/Footinglinear ft.21010
Reinforced Concrete Pier Caplinear ft.508311130670
Joints
Compression Jointlinear ft.507161294520
Bearings
Elastomeric Bearingeach2321200
Steel Protective Coatingsq. ft.8078200
Movable Bearingeach58112450
Steel Protective Coatingsq. ft.189180900
Fixed Bearingeach5958100
Steel Protective Coatingsq. ft.201201000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,6041,604000
Steel Protective Coatingsq. ft.2,41202,41200
Reinforced Concrete Bridge Raillinear ft.1,6041,604000