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RTE 440 over FRESH KILLS, NORTH ACCES

Map

Coordinates:
+40.57635, -74.19056
40°34'35" N, 74°11'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over FRESH KILLS, NORTH ACCES
Structure number:000000001069731
Location:AT FRESH KILLS & WSE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:151.9 ft. [46.3 m]
Total length:609.0 ft. [185.6 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1977
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,392 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,195,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairGoodSatisfactory4639288.6
October 2014FairFairGoodSatisfactory4040392.0
October 2012GoodGoodGoodVery Good4040393.0
October 2010GoodGoodGoodGood4639592.7
November 2008GoodGoodGoodGood4677592.7
September 2006GoodGoodGoodGood4052697.1
September 2004GoodGoodGoodGood4040397.1
August 2002GoodGoodGoodGood8702092.7
August 2000FairSatisfactorySatisfactorySatisfactory4151192.9
September 1998FairSatisfactorySatisfactorySatisfactory2563093.7
August 1996PoorPoorFairPoor2428164.5
September 1994PoorPoorFairPoor4348163.0
May 1992PoorFairFairPoor970568.9
June 1990PoorSatisfactoryFairPoor3121867.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,6323,26936120
Steel Protective Coatingsq. ft.72,974072,97400
Deck
Reinforced Concrete Decksq. ft.33,90030,6872,9382750
Wearing Surfacessq. ft.32,08428,8763,20800
Substructure
Reinforced Concrete Pier Walllinear ft.2240209150
Reinforced Concrete Abutmentlinear ft.112010660
Joints
Compression Jointlinear ft.3365602800
Bearings
Movable Bearingeach3002280
Steel Protective Coatingsq. ft.120012000
Fixed Bearingeach3002910
Steel Protective Coatingsq. ft.120012000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2101,210000