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US1+9T over HACKENSACK RIVER

Map

Coordinates:
+40.72806, -74.10139
40°43'41" 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:134.8 ft. [41.1 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80,400 [as of 2016]
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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:69.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201669.3FairFairSatisfactorySatisfactory-80400
August 201469.3FairFairSatisfactorySatisfactory-65490
October 201269.3FairFairSatisfactorySatisfactory-64205
November 201069.3FairFairSatisfactorySatisfactory-57240
November 200870.3FairSatisfactorySatisfactorySatisfactory-56120
November 200669.3FairFairSatisfactorySatisfactory-54500
January 200569.3FairFairSatisfactorySatisfactory-54500
January 200362.0FairSatisfactorySatisfactoryFair-82000
February 200126.8PoorPoorPoorFairSD75782
July 199826.8PoorPoorPoorFairSD38800
March 199649.2PoorFairFairPoorSD57040
March 199431.5PoorSatisfactoryFairPoorSD50650
November 199131.5PoorSatisfactoryFairPoorSD50650