RTE I678 over Ramp to 678I SB, FLUSHIN


+40.76248, -73.83938
40°45'45" N, 73°50'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over Ramp to 678I SB, FLUSHIN
Structure number:00000000105578J
Location:JCT I495 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:306.4 ft. [93.4 m]
Total length:2990.3 ft. [911.4 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:18
Main spans material:Steel [3]
Main spans design:Box beam or girders - Multiple [05]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:135,408 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$68,252,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodExcellentGood13540888.0
September 2015GoodVery GoodExcellentGood13963288.0
October 2013GoodExcellentExcellentGood13963288.0
November 2011GoodExcellentExcellentGood13960088.0
November 2009GoodExcellentExcellentGood8822088.0
September 2007PoorFairPoorFair8822029.0
December 2006PoorFairPoorFair8822047.0
August 2005PoorFairPoorFair8822047.0
June 2004FairFairFairFair8822063.0
July 2003FairFairFairFair8822063.0
August 2001FairFairFairFair11223963.0
May 1999PoorPoorFairFair11223960.8
August 1997PoorPoorPoorPoor11223945.0
September 1996PoorPoorSeriousPoor11223929.7
June 1995PoorPoorSeriousPoor11223929.7
May 1993PoorPoorPoorPoor11223945.0
January 1991PoorPoorPoorPoor11223947.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Closed Web/Box Girderlinear ft.4,9934,993000
Steel Protective Coatingsq. ft.234,472234,472000
Steel Girder/Beamlinear ft.5,8875,887000
Steel Protective Coatingsq. ft.85,68085,680000
Reinforced Concrete Decksq. ft.139,136138,48606500
Wearing Surfacessq. ft.130,274130,274000
Reinforced Concrete Columneach2020000
Reinforced Concrete Pier Walllinear ft.197197000
Reinforced Concrete Pile Cap/Footinglinear ft.7373000
Reinforced Concrete Pier Caplinear ft.62930332600
Strip Seal Jointlinear ft.8408400
Assembly with Sealeach2161860300
Elastomeric Bearingeach7070000
Steel Protective Coatingsq. ft.126126000
Pot Bearingeach4646000
Steel Protective Coatingsq. ft.208206020
Disk Bearingeach88000
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,9765,976000