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PARK ROW TO BKLN over WILLIAM ST - N B

Map

Coordinates:
+40.70410, -73.99422
40°42'15" N, 73°59'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK ROW TO BKLN over WILLIAM ST - N B
Structure number:00000000224001A
Location:BROOKLYN BR OVER EAST RVR
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:117.1 ft. [35.7 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:10,845 [as of 1999]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:3.0 tons [2.7 metric tons]
Inventory rating:3.0 tons [2.7 metric tons]
Sufficiency rating:29.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$732,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201629.5FairSatisfactorySatisfactoryFairFO10845
June 201529.5FairSatisfactorySatisfactoryFairSD10845
April 201429.5PoorSatisfactorySatisfactoryPoorSD10845
July 201329.5FairSatisfactorySatisfactoryFairFO10845
April 201229.5FairSatisfactorySatisfactoryFairFO10845
June 20112.0FairFairFairFairSD10845
April 20102.0FairFairFairFairFO10845
May 20092.0FairFairFairFairFO10845
April 20082.0FairFairFairFairFO10845
May 20072.0FairFairFairFairFO10845
April 20062.0FairFairFairFairFO10845
April 20052.0FairFairFairFairFO10845
February 20042.0FairFairFairFairFO10845
May 20022.0FairFairFairFairFO10845
April 20012.0FairFairFairFairFO10845
May 20002.0FairFairFairFairFO10845
June 19992.0PoorFairSeriousSeriousSD10845
July 19982.0PoorFairSeriousSeriousSD15000
August 19972.0PoorFairSeriousFairSD15000
October 19962.4PoorPoorSeriousSeriousSD15000
May 19952.4PoorPoorSeriousSeriousSD15000
August 19947.9PoorPoorSeriousSeriousSD15000
September 199232.5PoorPoorPoorPoorSD15000
June 199032.5PoorPoorPoorPoorSD15000