US 1&9 TRUCK over PASSAIC RVR & LOCAL RDS

Map 

Facts 

Name:	US 1&9 TRUCK over PASSAIC RVR & LOCAL RDS
Structure number:	0705151
Location:	1.6 MI W OF 440-1+9 JCT
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	333.0 ft. [101.5 m]
Total length:	2005.0 ft. [611.1 m]
Roadway width between curbs:	50.9 ft. [15.5 m]
Deck width edge-to-edge:	55.8 ft. [17.0 m]
Vertical clearance above deck:	15.7 ft. [4.8 m]
Vertical clearance below bridge:	134.8 ft. [41.1 m]
Owner:	State Highway Agency [01]
Year built:	1939
Year reconstructed:	2002
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Design load:	M 18 / H 20 [4]
Main span material:	Steel [3]
Main span design:	Movable - Lift [15]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	82,200 [as of 2009]
Truck traffic:	10% 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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:	In place but in a deteriorated condition [3]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	53.9 tons [49.0 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Sufficiency rating:	59.0

2000 Inspection 

Average daily traffic:	12,430
Evaluation:	Not applicable [N]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	47,900 [as of 1987]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:	None present but re-evaluation suggested [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	43.6 tons [39.6 metric tons]
Inventory rating:	29.7 tons [27.0 metric tons]
Sufficiency rating:	49.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$30,000

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