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ORADELL AVE over HACKENSACK RIVER

Map

Coordinates:
+40.95387, -74.02912
40°57'14" N, 74°01'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ORADELL AVE over HACKENSACK RIVER
Structure number:020044A
Location:0.13 mi E of CR 503
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:92.9 ft. [28.3 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1904
Year reconstructed:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:25,136 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:42.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,291,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactoryPoorSatisfactory2513642.8
May 2016PoorSatisfactoryPoorSatisfactory2464345.7
June 2014PoorSatisfactoryPoorSatisfactory2416045.8
June 2012PoorSatisfactoryPoorSatisfactory2368545.9
June 2010PoorSatisfactoryPoorSatisfactory2322146.0
May 2008FairSatisfactoryFairSatisfactory2276661.6
February 2006FairGoodSatisfactorySatisfactory2232073.3
January 2004FairGoodSatisfactorySatisfactory2188073.3
February 2002GoodGoodGoodGood2102875.2
February 2000GoodGoodGoodGood2102875.2
November 1999GoodGoodGoodGood2041675.3
October 1997GoodGoodGoodGood2041675.3
August 1997FairSatisfactoryFairFair2390060.2
August 1995FairSatisfactoryFairFair2343053.5
July 1993FairSatisfactoryFairFair2343053.5
April 1991FairSatisfactoryFairFair2054953.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.190000190
Steel Protective Coatingsq. ft.3,42001,7101,7100
Steel Stringerlinear ft.505505000
Steel Protective Coatingsq. ft.1,96098098000
Deck
Reinforced Concrete Decksq. ft.3,03003,03000
Superstructure
Steel Floor Beamlinear ft.3722928000
Steel Protective Coatingsq. ft.3,47202,7227500
Substructure
Masonry Abutmentlinear ft.1561004880
Joints
Pourable Jointlinear ft.6006000
Bearings
Movable Bearingeach20020
Fixed Bearingeach20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.202202000