RTE 440 over STATE STREET RAMP, NJ TR

Map 

Facts 

Name:	RTE 440 over STATE STREET RAMP, NJ TR
Structure number:	00000000552306B
Location:	ARTHUR KILL
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:	Yes [1]
Length of largest span:	103.7 ft. [31.6 m]
Total length:	4893.9 ft. [1491.6 m]
Roadway width between curbs:	47.9 ft. [14.6 m]
Deck width edge-to-edge:	55.4 ft. [16.9 m]
Vertical clearance below bridge:	13.1 ft. [4.0 m]
Owner:	Local Toll Authority [32]
Year built:	1928
Year reconstructed:	1962
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 18+Mod / HS 20+Mod [6]
Number of main spans:	66
Main spans material:	Steel [3]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Not applicable [N]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	94,000 [as of 1991]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	81.2 tons [73.8 metric tons]
Inventory rating:	21.5 tons [19.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	33.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$157,320,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	94,000 [as of 1991]
Truck traffic:	8% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	42.9 tons [39.0 metric tons]
Inventory rating:	12.9 tons [11.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	16.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$72,569,000

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