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RTE 440 over FRESH KILLS(E BR), NORTH

Map

Coordinates:
+40.57639, -74.19021
40°34'35" N, 74°11'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over FRESH KILLS(E BR), NORTH
Structure number:000000001069732
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:606.0 ft. [184.7 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1976
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:Satisfactory [6 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 corrrective action [3]
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:89.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,159,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactoryGoodSatisfactory4639289.6
October 2014FairSatisfactoryGoodSatisfactory4574792.7
October 2012FairGoodGoodSatisfactory4574792.7
October 2010FairGoodGoodSatisfactory4639592.7
November 2008FairGoodGoodSatisfactory4677592.7
September 2006FairGoodGoodSatisfactory4052693.0
September 2004FairGoodGoodSatisfactory4574792.7
August 2002FairGoodGoodSatisfactory4574796.8
August 2000FairSatisfactoryGoodSatisfactory4574794.8
September 1998FairFairSatisfactorySatisfactory4574793.8
August 1996PoorPoorFairPoor4574761.4
September 1994PoorPoorFairPoor4349961.9
May 1992PoorPoorPoorPoor970566.9
June 1990PoorPoorFairPoor3121864.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0262,74328300
Steel Protective Coatingsq. ft.60,787060,78700
Deck
Reinforced Concrete Decksq. ft.33,90030,5513,34360
Wearing Surfacessq. ft.32,08429,2982,78600
Substructure
Reinforced Concrete Pier Walllinear ft.224224000
Reinforced Concrete Abutmentlinear ft.112564880
Joints
Strip Seal Jointlinear ft.224002240
Bearings
Movable Bearingeach2500250
Steel Protective Coatingsq. ft.8008000
Fixed Bearingeach2051500
Steel Protective Coatingsq. ft.8008000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2101,210000