RTE I678 over Ramp from Whitestone EXP


+40.75926, -73.85587
40°45'33" N, 73°51'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over Ramp from Whitestone EXP
Structure number:000000001075940
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:121.7 ft. [37.1 m]
Total length:1277.0 ft. [389.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:16
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,391 [as of 2009]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:77.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$40,652,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodGoodSatisfactory2939177.2
May 2014FairVery GoodGoodSatisfactory2939174.2
June 2012FairVery GoodGoodSatisfactory2940074.2
June 2010FairVery GoodGoodSatisfactory14462364.7
July 2008GoodVery GoodGoodGood14462364.7
June 2006GoodVery GoodGoodGood14294964.8
June 2004GoodVery GoodGoodGood14135862.6
September 2002GoodVery GoodGoodGood9258365.9
June 2001GoodVery GoodVery GoodGood9258365.9
May 2000FairGoodSatisfactorySatisfactory9258367.9
August 1998FairGoodSatisfactorySatisfactory6996769.4
October 1996PoorSatisfactoryFairPoor6885737.2
October 1994PoorVery GoodPoorPoor6885740.1
October 1992PoorSeriousPoorSerious11187417.0
November 1990PoorPoorPoorPoor11187434.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,34703,34700
Steel Protective Coatingsq. ft.28,65022,1106,53109
Steel Stringerlinear ft.2,97802,97440
Steel Protective Coatingsq. ft.34,55824,43010,12008
Reinforced Concrete Decksq. ft.42,01037,8004,21000
Wearing Surfacessq. ft.37,987037,98700
Steel Floor Beamlinear ft.194019400
Steel Protective Coatingsq. ft.5,9942,8702,1520972
Reinforced Concrete Columneach1816200
Reinforced Concrete Abutmentlinear ft.6606600
Concrete Protective Coatingsq. ft.79558521000
Steel Pier Caplinear ft.3303300
Steel Protective Coatingsq. ft.3363003600
Reinforced Concrete Pier Caplinear ft.34102281130
Compression Jointlinear ft.5610538230
Elastomeric Bearingeach120012000
Steel Protective Coatingsq. ft.120011307
Fixed Bearingeach2502500
Steel Protective Coatingsq. ft.25015010
Pot Bearingeach60600
Steel Protective Coatingsq. ft.37162100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,54502,54050