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US1+9T over HACKENSACK RIVER

Map

Coordinates:
+40.72821, -74.10148
40°43'42" N, 74°06'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US1+9T over HACKENSACK RIVER
Structure number:0905152
Location:0.6 MI W OF 440-1+9 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:222.1 ft. [67.7 m]
Total length:1480.1 ft. [451.1 m]
Roadway width between curbs:73.5 ft. [22.4 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:82,020 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactorySatisfactory8202069.3
August 2016FairFairSatisfactorySatisfactory8040069.3
August 2014FairFairSatisfactorySatisfactory6549069.3
October 2012FairFairSatisfactorySatisfactory6420569.3
November 2010FairFairSatisfactorySatisfactory5724069.3
November 2008FairSatisfactorySatisfactorySatisfactory5612070.3
November 2006FairFairSatisfactorySatisfactory5450069.3
January 2005FairFairSatisfactorySatisfactory5450069.3
January 2003FairSatisfactorySatisfactoryFair8200062.0
February 2001PoorPoorPoorFair7578226.8
July 1998PoorPoorPoorFair3880026.8
March 1996PoorFairFairPoor5704049.2
March 1994PoorSatisfactoryFairPoor5065031.5
November 1991PoorSatisfactoryFairPoor5065031.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,5205,4714540
Steel Protective Coatingsq. ft.102,770102,770000
Reinforced Concrete Girder/Beamlinear ft.1,03587516000
Steel Stringerlinear ft.14,85014,850000
Steel Protective Coatingsq. ft.89,25089,250000
Deck
Reinforced Concrete Decksq. ft.106,1470104,1472,0000
Superstructure
Steel Trusslinear ft.444444000
Steel Protective Coatingsq. ft.23,62023,620000
Steel Floor Beamlinear ft.6,4246,112123000
Steel Protective Coatingsq. ft.66,33066,330000
Steel Gusset Plateeach3636000
Substructure
Reinforced Concrete Columneach24101130
Reinforced Concrete Pier Walllinear ft.70544526000
Reinforced Concrete Abutmentlinear ft.195190500
Deck
Open Grid Decksq. ft.16,31716,2570600
Joints
Compression Jointlinear ft.770580015436
Assembly with Sealeach154847000
Open Jointlinear ft.1,2201,220000
Assembly without Seal Jointlinear ft.154154000
Bearings
Movable Bearingeach4240200
Enclosed/Concealed Bearingeach22000
Fixed Bearingeach3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,9602,84040800
Reinforced Concrete Bridge Raillinear ft.2,9602,960000