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BEDFORD AVENUE over RTE I278, RTE I278

Map

Coordinates:
+40.70320, -73.96007
40°42'12" N, 73°57'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEDFORD AVENUE over RTE I278, RTE I278
Structure number:000000001065460
Location:3.0 MI SW JCT I278+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.8 ft. [15.8 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,139 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,816,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodFairGood1313978.2
March 2016FairGoodFairGood1535078.1
May 2015FairGoodFairGood939778.4
February 2014FairGoodFairGood807778.5
June 2013FairGoodFairGood862078.5
February 2012FairGoodFairGood820078.5
May 2011FairSatisfactoryFairGood820078.5
February 2010FairGoodFairGood863978.5
June 2009FairGoodFairGood983578.4
April 2008FairGoodFairGood978578.4
February 2006FairGoodFairGood863978.5
March 2004GoodGoodGoodGood863989.6
March 2002GoodGoodGoodGood863989.6
January 2000GoodGoodGoodGood863989.5
January 1998FairGoodSatisfactoryFair932978.4
February 1996FairSatisfactorySatisfactoryFair760078.1
January 1994FairSatisfactorySatisfactoryFair760078.3
January 1992FairSatisfactoryVery GoodFair760063.8
January 1990----760073.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.918450456012
Steel Protective Coatingsq. ft.7,80305,5072,2960
Deck
Reinforced Concrete Decksq. ft.7,3243,3613,96300
Wearing Surfacessq. ft.5,10005,10000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.144014400
Reinforced Concrete Pier Caplinear ft.7272000
Joints
Compression Jointlinear ft.1440125190
Bearings
Disk Bearingeach2727000
Steel Protective Coatingsq. ft.108054540
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204202020
Steel Protective Coatingsq. ft.1,2651,265000