CLOVE ROAD over RTE I278, RTE I278


+40.61051, -74.09768
40°36'38" N, 74°05'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLOVE ROAD over RTE I278, RTE I278
Structure number:000000001067790
Location:3.5MI W JCT I278+BELT PKY
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:34°
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,610 [as of 2016]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:88.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,010,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory5261088.3
July 2014FairSatisfactorySatisfactorySatisfactory2788089.6
June 2012FairSatisfactorySatisfactoryGood2790089.6
July 2011FairSatisfactoryFairGood1716479.0
July 2010FairSatisfactoryFairGood2696978.4
August 2008FairSatisfactoryFairGood2696978.4
May 2006FairSatisfactoryFairGood1716479.0
May 2004FairSatisfactoryFairGood1716479.0
May 2003FairGoodSatisfactoryGood1716490.1
June 2002FairGoodSatisfactoryGood1716489.1
July 2000FairSatisfactorySatisfactorySatisfactory1716489.1
September 1998FairFairSatisfactoryFair1602677.0
October 1996PoorPoorFairPoor2000856.7
November 1994PoorPoorFairPoor620059.2
October 1992PoorPoorFairPoor620059.2
September 1990PoorFairFairPoor620064.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,17802,140380
Steel Protective Coatingsq. ft.21,14913,8087,34100
Reinforced Concrete Decksq. ft.17,424017,409150
Wearing Surfacessq. ft.13,552013,55200
Reinforced Concrete Columneach1501410
Reinforced Concrete Abutmentlinear ft.172017200
Reinforced Concrete Pier Caplinear ft.258002580
Compression Jointlinear ft.4300344860
Elastomeric Bearingeach3603600
Steel Protective Coatingsq. ft.108010800
Fixed Bearingeach3603600
Steel Protective Coatingsq. ft.108010800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.484048400
Steel Protective Coatingsq. ft.1,77202671,5050