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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:6670.3 ft. [2033.0 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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:84,421 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:41.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,800,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodFairSatisfactory8442141.8
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, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.43,80043,7098740
Steel Protective Coatingsq. ft.693,666692,9663313627
Steel Stringerlinear ft.24,77724,148606203
Steel Protective Coatingsq. ft.143,771138,5523,1921,824203
Steel Trusslinear ft.14,85311,2601,2382,34510
Steel Protective Coatingsq. ft.499,764446,47631,61517,3024,371
Steel Main Cablelinear ft.11,9609,6481,9233890
Steel Protective Coatingsq. ft.98,40992,8054,0311,55221
Steel Secondary Cableeach3080281270
Steel Protective Coatingsq. ft.19,81615,4042,2112,2010
Steel Floor Beamlinear ft.16,88212,9111,8652,1060
Steel Protective Coatingsq. ft.197,580176,25615,7274,928669
Steel Gusset Plateeach1,6849373244230
Steel Protective Coatingsq. ft.47,55642,4702,9452,1410
Substructure
Steel Columneach36181170
Steel Protective Coatingsq. ft.5,7845,779500
Reinforced Concrete Columneach120962040
Steel Column Tower/Trestlelinear ft.2,6246171,4805225
Steel Protective Coatingsq. ft.269,36080,805134,68039,23914,636
Masonry Pier Walllinear ft.1,3521,19016200
Masonry Abutmentlinear ft.244235900
Steel Pier Caplinear ft.2,3121,6004592530
Steel Protective Coatingsq. ft.34,84419,21211,7702,899963
Reinforced Concrete Pier Caplinear ft.3,6183,238367130
Deck
Concrete Filled Grid Decksq. ft.420,788420,509184950
Wearing Surfacessq. ft.385,167303,28381,5153690
Corrugated or Orthotropic Decksq. ft.235,778235,7304800
Wearing Surfacessq. ft.197,688194,9472,694470
Steel Protective Coatingsq. ft.235,778235,775300
Joints
Compression Jointlinear ft.35276252240
Assembly with Sealeach1,1129065127794
Bearings
Elastomeric Bearingeach32100
Steel Protective Coatingsq. ft.1616000
Movable Bearingeach30181200
Steel Protective Coatingsq. ft.3,0082,6443004024
Pot Bearingeach748376332400
Steel Protective Coatingsq. ft.3,0162,5812082270
Disk Bearingeach40220
Steel Protective Coatingsq. ft.160160000
Other Bearingeach81700
Steel Protective Coatingsq. ft.80072040400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.29,49928,98936014010
Steel Protective Coatingsq. ft.189,235185,2497853,2010
Reinforced Concrete Bridge Raillinear ft.18,17416,3411,795380