Share:

RTE I678 over RTE I495, FLUSHING RIVER

Map

Coordinates:
+40.74325, -73.83786
40°44'36" N, 73°50'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE I495, FLUSHING RIVER
Structure number:00000000105578B
Location:JCT I495 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.8 ft. [29.2 m]
Total length:1320.9 ft. [402.6 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
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:21
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,065 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,191,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryGoodFair1806569.8
July 2016FairSatisfactoryGoodFair1807569.8
September 2015FairSatisfactoryGoodFair-71.0
June 2013FairGoodGoodSatisfactory1316581.3
June 2011GoodGoodGoodGood1316581.3
June 2009GoodGoodGoodGood1316581.3
July 2007GoodGoodGoodGood1316581.3
July 2005GoodGoodGoodGood1316581.3
June 2003GoodGoodGoodGood1316581.3
July 2001GoodGoodGoodGood8782282.3
June 1999GoodGoodGoodGood8782277.1
August 1997FairSatisfactoryGoodSatisfactory8782274.8
September 1995FairSatisfactorySatisfactoryFair8782266.1
August 1993PoorSatisfactoryPoorFair8782248.1
April 1993PoorPoorPoorPoor8782245.6
November 1990PoorPoorPoorPoor8782245.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,2165,04816800
Steel Protective Coatingsq. ft.46,29443,7932,3510150
Deck
Reinforced Concrete Decksq. ft.33,04220,00813,002320
Wearing Surfacessq. ft.26,44616,7879,65900
Substructure
Reinforced Concrete Columneach2002000
Reinforced Concrete Pier Caplinear ft.48603321540
Joints
Pourable Jointlinear ft.4804800
Compression Jointlinear ft.43802312070
Bearings
Movable Bearingeach8440800
Steel Protective Coatingsq. ft.168872880
Fixed Bearingeach8408400
Steel Protective Coatingsq. ft.168487770
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6082,608000