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US1+9T over HACKENSACK RIVER

Map 

Coordinates:
+40.72806, -74.10139
40°43'41" N, 74°06'05" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:56,120 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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:70.3

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:38,800 [as of 1996]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:26.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,900,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:50,650 [as of 1988]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
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:Scour calculation/evaluation has not been made. [6]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$288,000