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.

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]`

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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2016	69.3	Fair	Fair	Satisfactory	Satisfactory	-	80400
August 2014	69.3	Fair	Fair	Satisfactory	Satisfactory	-	65490
October 2012	69.3	Fair	Fair	Satisfactory	Satisfactory	-	64205
November 2010	69.3	Fair	Fair	Satisfactory	Satisfactory	-	57240
November 2008	70.3	Fair	Satisfactory	Satisfactory	Satisfactory	-	56120
November 2006	69.3	Fair	Fair	Satisfactory	Satisfactory	-	54500
January 2005	69.3	Fair	Fair	Satisfactory	Satisfactory	-	54500
January 2003	62.0	Fair	Satisfactory	Satisfactory	Fair	-	82000
February 2001	26.8	Poor	Poor	Poor	Fair	SD	75782
July 1998	26.8	Poor	Poor	Poor	Fair	SD	38800
March 1996	49.2	Poor	Fair	Fair	Poor	SD	57040
March 1994	31.5	Poor	Satisfactory	Fair	Poor	SD	50650
November 1991	31.5	Poor	Satisfactory	Fair	Poor	SD	50650