US1+9T over HACKENSACK RIVER
Map
Coordinates:
+40.72821, -74.1014840°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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Satisfactory | Satisfactory | 82020 | 69.3 |
August 2016 | Fair | Fair | Satisfactory | Satisfactory | 80400 | 69.3 |
August 2014 | Fair | Fair | Satisfactory | Satisfactory | 65490 | 69.3 |
October 2012 | Fair | Fair | Satisfactory | Satisfactory | 64205 | 69.3 |
November 2010 | Fair | Fair | Satisfactory | Satisfactory | 57240 | 69.3 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 56120 | 70.3 |
November 2006 | Fair | Fair | Satisfactory | Satisfactory | 54500 | 69.3 |
January 2005 | Fair | Fair | Satisfactory | Satisfactory | 54500 | 69.3 |
January 2003 | Fair | Satisfactory | Satisfactory | Fair | 82000 | 62.0 |
February 2001 | Poor | Poor | Poor | Fair | 75782 | 26.8 |
July 1998 | Poor | Poor | Poor | Fair | 38800 | 26.8 |
March 1996 | Poor | Fair | Fair | Poor | 57040 | 49.2 |
March 1994 | Poor | Satisfactory | Fair | Poor | 50650 | 31.5 |
November 1991 | Poor | Satisfactory | Fair | Poor | 50650 | 31.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 5,520 | 5,471 | 45 | 4 | 0 |
Steel Protective Coating | sq. ft. | 102,770 | 102,770 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 1,035 | 875 | 160 | 0 | 0 |
Steel Stringer | linear ft. | 14,850 | 14,850 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 89,250 | 89,250 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 106,147 | 0 | 104,147 | 2,000 | 0 |
Superstructure |
Steel Truss | linear ft. | 444 | 444 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 23,620 | 23,620 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 6,424 | 6,112 | 12 | 300 | 0 |
Steel Protective Coating | sq. ft. | 66,330 | 66,330 | 0 | 0 | 0 |
Steel Gusset Plate | each | 36 | 36 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 10 | 11 | 3 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 705 | 445 | 260 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 195 | 190 | 5 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 16,317 | 16,257 | 0 | 60 | 0 |
Joints |
Compression Joint | linear ft. | 770 | 580 | 0 | 154 | 36 |
Assembly with Seal | each | 154 | 84 | 70 | 0 | 0 |
Open Joint | linear ft. | 1,220 | 1,220 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 154 | 154 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 42 | 40 | 2 | 0 | 0 |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Fixed Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 2,960 | 2,840 | 40 | 80 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 2,960 | 2,960 | 0 | 0 | 0 |