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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201548.6Structurally deficientSatisfactoryPoorFair13862
May 201348.6Structurally deficientSatisfactoryPoorFair13862
May 201160.0Not deficientGoodFairFair13600
May 200946.8Structurally deficientFairPoorFair11565
May 200746.8Structurally deficientFairPoorFair11565
April 200548.7Structurally deficientFairPoorFair4000
May 200349.7Structurally deficientSatisfactoryPoorFair4000
April 200148.5Structurally deficientFairPoorFair4000
July 199961.7Not deficientSatisfactoryFairFair4000
August 199761.7Structurally deficientSatisfactoryFairPoor4000
May 199547.0Structurally deficientFairPoorPoor4000
July 199347.0Structurally deficientFairPoorPoor4000
September 199160.3Structurally deficientFairPoorPoor4000