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Delancey Street over BARUCH DRIVE, BEDFORD AV

Map

Coordinates:
+40.71498, -73.97628
40°42'54" N, 73°58'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Delancey Street over BARUCH DRIVE, BEDFORD AV
Structure number:000000002240039
Location:WILLIAMSBURG BR EAST RVR
Purpose:Carries highway and railroad over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:1599.8 ft. [487.6 m]
Total length:6668.3 ft. [2032.4 m]
Roadway width between curbs:76.4 ft. [23.3 m]
Deck width edge-to-edge:117.1 ft. [35.7 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1903
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Suspension [13]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:83,754 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:47.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$91,768,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory8375447.8
October 2014FairGoodSatisfactorySatisfactory5494848.1
October 2012FairGoodFairSatisfactory5494838.1
November 2010FairGoodSatisfactorySatisfactory7822347.1
October 2008FairVery GoodSatisfactorySatisfactory9657647.1
November 2006FairExcellentSatisfactoryVery Good7114347.1
October 2004FairExcellentFairGood5494820.6
August 2002GoodExcellentVery GoodGood9874631.4
December 2000PoorFairPoorFair987460.0
November 1998PoorPoorSeriousFair987460.0
October 1996PoorPoorSeriousSerious948980.0
December 1994PoorSeriousSeriousSerious948980.0
December 1992PoorSeriousSeriousSerious948980.0
January 1991PoorSeriousSeriousSerious948980.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.12,16111,662464341
Steel Trusslinear ft.813515310
Steel Secondary Cableeach1000100
Substructure
Steel Column Tower/Trestlelinear ft.50005
Joints
Assembly with Sealeach17611118470