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RTE 440 over ARTHUR KILL ROAD

Map

Coordinates:
+40.55734, -74.20516
40°33'26" N, 74°12'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over ARTHUR KILL ROAD
Structure number:000000001069711
Location:1.5 MI S FRESH KILLS &WSE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:132.9 ft. [40.5 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1977
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:53,769 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:92.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,299,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactoryGood5376992.4
August 2016FairGoodSatisfactoryGood4639292.7
July 2015FairGoodSatisfactoryGood4730792.7
August 2014FairGoodSatisfactoryGood4730792.7
October 2013FairGoodSatisfactoryGood4640092.7
July 2012FairGoodSatisfactoryGood4640092.7
August 2011FairGoodSatisfactoryGood4040393.0
September 2010FairGoodSatisfactoryGood4639592.7
October 2009FairGoodSatisfactoryGood4677592.7
November 2008FairGoodSatisfactoryGood4677592.7
August 2006FairGoodSatisfactoryGood4052693.0
August 2004FairGoodSatisfactorySatisfactory4040393.0
September 2002FairGoodSatisfactorySatisfactory4342292.9
February 2000PoorGoodSatisfactoryPoor4151162.9
April 1998PoorGoodSatisfactoryPoor2563064.1
August 1997PoorGoodGoodPoor2984963.8
June 1996PoorSatisfactorySatisfactoryPoor2984961.6
April 1995PoorSatisfactorySatisfactoryPoor2984965.6
July 1994PoorSatisfactorySatisfactoryPoor4348164.1
May 1993PoorSatisfactorySatisfactoryPoor2984967.7
May 1992FairFairSatisfactoryFair970585.2
May 1990FairFairSatisfactoryFair1486781.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.667664003
Steel Protective Coatingsq. ft.10,93410,934000
Deck
Reinforced Concrete Decksq. ft.5,9085,908000
Wearing Surfacessq. ft.5,5085,4911700
Substructure
Reinforced Concrete Abutmentlinear ft.127593650
Joints
Compression Jointlinear ft.127001270
Bearings
Elastomeric Bearingeach50050
Steel Protective Coatingsq. ft.2020000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.267264030