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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
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]

Latest Available Inspection: October 2012 

Status:Open, no restriction [A]
Average daily traffic:64,205 [as of 2012]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201269.3Not deficientFairSatisfactorySatisfactory64205
November 201069.3Not deficientFairSatisfactorySatisfactory57240
November 200870.3Not deficientSatisfactorySatisfactorySatisfactory56120
November 200669.3Not deficientFairSatisfactorySatisfactory54500
January 200569.3Not deficientFairSatisfactorySatisfactory54500
January 200362.0Not deficientSatisfactorySatisfactoryFair82000
February 200126.8Structurally deficientPoorPoorFair75782
July 199826.8Structurally deficientPoorPoorFair38800
March 199649.2Structurally deficientFairFairPoor57040
March 199431.5Structurally deficientSatisfactoryFairPoor50650
November 199131.5Structurally deficientSatisfactoryFairPoor50650