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COURT ST. (CR 56) over HACKENSACK RIVER

Map

Coordinates:
+40.87913, -74.04026
40°52'45" N, 74°02'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COURT ST. (CR 56) over HACKENSACK RIVER
Structure number:020004A
Location:0.06 mi East of CR 503
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:County Highway Agency [02]
Year built:1908
Year reconstructed:2012
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,563 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:75.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood1856375.8
July 2016GoodGoodVery GoodVery Good2111675.5
August 2014GoodVery GoodVery GoodExcellent2070075.6
September 2012GoodExcellentVery GoodExcellent203008.0
May 2008PoorPoorSeriousPoor195151.0
February 2006PoorPoorSeriousPoor191301.0
December 2003PoorSeriousSeriousPoor183640.0
October 2001PoorSeriousSeriousPoor180020.0
October 1999PoorSeriousSeriousPoor180020.0
June 1997PoorSeriousSeriousPoor173000.0
May 1995PoorSeriousSeriousFair169500.0
May 1993PoorSeriousSeriousFair169500.0
March 1991PoorSeriousSeriousFair150000.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,4191,22419500
Concrete Protective Coatingsq. ft.1,4201,420000
Steel Girder/Beamlinear ft.9696000
Steel Protective Coatingsq. ft.1,2751,275000
Steel Stringerlinear ft.1,5661,565010
Steel Protective Coatingsq. ft.6,8206,820000
Deck
Reinforced Concrete Decksq. ft.6,4685,91355500
Superstructure
Steel Trusslinear ft.34828058100
Steel Protective Coatingsq. ft.8,8908,890000
Steel Floor Beamlinear ft.665665000
Steel Protective Coatingsq. ft.6,0126,012000
Substructure
Reinforced Concrete Pier Walllinear ft.139132610
Concrete Protective Coatingsq. ft.205205000
Reinforced Concrete Abutmentlinear ft.9593020
Concrete Protective Coatingsq. ft.9595000
Deck
Concrete Filled Grid Decksq. ft.5,9165,81610000
Steel Protective Coatingsq. ft.5,9165,916000
Joints
Compression Jointlinear ft.1901721800
Open Jointlinear ft.9595000
Bearings
Elastomeric Bearingeach4444000
Other Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6205279300
Steel Protective Coatingsq. ft.4,0324,032000