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WOODHULL STREET over RTE I278

Map

Coordinates:
+40.68123, -74.00257
40°40'52" N, 74°00'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODHULL STREET over RTE I278
Structure number:000000001076910
Location:JCT I 278 & I 478
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1946
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:616 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$660,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryFairSatisfactory61681.3
April 2014FairSatisfactoryFairSatisfactory60767.8
April 2012FairSatisfactoryFairSatisfactory954548.8
June 2011FairSatisfactoryFairSatisfactory954548.8
May 2010FairSatisfactoryFairSatisfactory954548.8
May 2009FairSatisfactoryFairSatisfactory954548.8
May 2008FairSatisfactoryFairSatisfactory954548.8
July 2006FairSatisfactoryFairSatisfactory954548.8
July 2005FairSatisfactoryFairSatisfactory954548.8
July 2004FairSatisfactoryFairSatisfactory954548.8
June 2003FairSatisfactoryFairSatisfactory954548.8
April 2002FairSatisfactoryFairSatisfactory954548.6
June 2001FairSatisfactoryFairSatisfactory954548.6
November 2000PoorSatisfactoryPoorFair954533.8
August 1999FairSatisfactoryFairSatisfactory954548.6
October 1998FairSatisfactoryFairSatisfactory540049.0
October 1997PoorFairPoorFair540033.5
November 1996PoorPoorPoorFair540028.1
November 1994PoorPoorPoorPoor540028.7
December 1992PoorPoorPoorPoor540028.7
November 1991PoorPoorPoorPoor540028.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.44801962520
Steel Protective Coatingsq. ft.3,29403,0422520
Deck
Reinforced Concrete Decksq. ft.2,66002,66000
Wearing Surfacessq. ft.1,94201,94200
Superstructure
Steel Floor Beamlinear ft.3030000
Steel Protective Coatingsq. ft.120012000
Substructure
Reinforced Concrete Abutmentlinear ft.194019400
Bearings
Fixed Bearingeach20110
Steel Protective Coatingsq. ft.40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Steel Protective Coatingsq. ft.236023600