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ARTHUR KILL ROAD over ARTHUR KILL STRM

Map 

Coordinates:
+40.52003, -74.23982
40°31'12" N, 74°14'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ARTHUR KILL ROAD over ARTHUR KILL STRM
Structure number:000000002249820
Location:AT RICHMOND VALLEY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,862 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Sufficiency rating:48.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,690,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201548.6PoorSatisfactoryPoorFairSD13862
May 201348.6PoorSatisfactoryPoorFairSD13862
May 201160.0FairGoodFairFair-13600
May 200946.8PoorFairPoorFairSD11565
May 200746.8PoorFairPoorFairSD11565
April 200548.7PoorFairPoorFairSD4000
May 200349.7PoorSatisfactoryPoorFairSD4000
April 200148.5PoorFairPoorFairSD4000
July 199961.7FairSatisfactoryFairFair-4000
August 199761.7PoorSatisfactoryFairPoorSD4000
May 199547.0PoorFairPoorPoorSD4000
July 199347.0PoorFairPoorPoorSD4000
September 199160.3PoorFairPoorPoorSD4000