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RTE I278 over ARTHUR KILL

Map 

Coordinates:
+40.63329, -74.19236
40°37'60" N, 74°11'32" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over ARTHUR KILL
Structure number:000000005523059
Location:I278 OVER AUTHUR KILL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:336.0 ft. [102.4 m]
Total length:1152.0 ft. [351.1 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:134.8 ft. [41.1 m]
Owner:Local Toll Authority [32]
Year built:1928
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:88,600 [as of 1992]
Truck traffic:13% 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:94.3 tons [85.7 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$29,692,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:67,800 [as of 1990]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T]
Operating rating:92.7 tons [84.3 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:45.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$7,155,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:67,800 [as of 1990]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:35.9 tons [32.6 metric tons]
Inventory rating:7.5 tons [6.8 metric tons]
Evaluation:Structurally deficient [1]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$18,967,000