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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:40°
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: June 2015 

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 replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:29.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,793,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201529.5Structurally deficientSatisfactorySatisfactoryFair10845
April 201429.5Structurally deficientSatisfactorySatisfactoryPoor10845
July 201329.5Functionally obsoleteSatisfactorySatisfactoryFair10845
April 201229.5Functionally obsoleteSatisfactorySatisfactoryFair10845
June 20112.0Structurally deficientFairFairFair10845
April 20102.0Functionally obsoleteFairFairFair10845
May 20092.0Functionally obsoleteFairFairFair10845
April 20082.0Functionally obsoleteFairFairFair10845
May 20072.0Functionally obsoleteFairFairFair10845
April 20062.0Functionally obsoleteFairFairFair10845
April 20052.0Functionally obsoleteFairFairFair10845
February 20042.0Functionally obsoleteFairFairFair10845
May 20022.0Functionally obsoleteFairFairFair10845
April 20012.0Functionally obsoleteFairFairFair10845
May 20002.0Functionally obsoleteFairFairFair10845
June 19992.0Structurally deficientFairSeriousSerious10845
July 19982.0Structurally deficientFairSeriousSerious15000
August 19972.0Structurally deficientFairSeriousFair15000
October 19962.4Structurally deficientPoorSeriousSerious15000
May 19952.4Structurally deficientPoorSeriousSerious15000
August 19947.9Structurally deficientPoorSeriousSerious15000
September 199232.5Structurally deficientPoorPoorPoor15000
June 199032.5Structurally deficientPoorPoorPoor15000