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WOOLLEY AVENUE over RTE I278, RTE I278

Map

Coordinates:
+40.60758, -74.14088
40°36'27" N, 74°08'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOOLLEY AVENUE over RTE I278, RTE I278
Structure number:000000001067720
Location:.7MI E JCT I278+440
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:207.0 ft. [63.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1965
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,970 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:71.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$32,498,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory797071.5
February 2014FairSatisfactorySatisfactorySatisfactory1440371.0
February 2012FairSatisfactorySatisfactorySatisfactory1440389.3
March 2010FairSatisfactorySatisfactorySatisfactory1440389.3
March 2008FairSatisfactoryGoodGood1403889.3
February 2006FairSatisfactoryGoodGood1440389.3
February 2004FairSatisfactoryGoodGood1440389.3
March 2002FairSatisfactoryGoodGood1440389.3
February 2000FairFairSatisfactorySatisfactory1440388.3
March 1998FairFairSatisfactorySatisfactory1457688.2
April 1996PoorPoorFairPoor1786642.6
April 1994PoorPoorFairPoor680045.6
May 1992PoorPoorFairPoor680045.6
June 1990FairFairFairFair680059.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6202051,41500
Steel Protective Coatingsq. ft.18,7637,59811,16500
Deck
Reinforced Concrete Decksq. ft.12,55504,7687,7870
Wearing Surfacessq. ft.8,10008,10000
Substructure
Reinforced Concrete Columneach1201200
Reinforced Concrete Abutmentlinear ft.124012400
Reinforced Concrete Pier Caplinear ft.1860147390
Joints
Strip Seal Jointlinear ft.2480232250
Compression Jointlinear ft.62024380
Bearings
Elastomeric Bearingeach3203200
Steel Protective Coatingsq. ft.128012800
Fixed Bearingeach32121550
Steel Protective Coatingsq. ft.128012800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.405040500
Steel Protective Coatingsq. ft.464046400