CLAY STREET over PASSAIC RIVER

Map 

Facts 

Name:	CLAY STREET over PASSAIC RIVER
Structure number:	0700H01
Location:	0.25 MI N OF I-280
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	118.1 ft. [36.0 m]
Total length:	328.1 ft. [100.0 m]
Roadway width between curbs:	36.7 ft. [11.2 m]
Deck width edge-to-edge:	39.4 ft. [12.0 m]
Vertical clearance above deck:	16.7 ft. [5.1 m]
Vertical clearance below bridge:	6.9 ft. [2.1 m]
Owner:	County Highway Agency [02]
Year built:	1908
Year reconstructed:	1976
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:	2
Main spans material:	Steel [3]
Main spans design:	Movable - Swing [17]
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:	22,240 [as of 2008]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:	In place but in a deteriorated condition [3]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	33.9 tons [30.8 metric tons]
Inventory rating:	19.9 tons [18.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	31.6
Estimated cost of work:	$47,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	20,400 [as of 2000]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	33.7 tons [30.6 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	32.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$83,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	17,000 [as of 1990]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Serious [3 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:	31.7 tons [28.8 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$986,000

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