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SEVENTH AVENUE over RTE I278, RTE I278

Map

Coordinates:
+40.63326, -74.01613
40°37'60" N, 74°00'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SEVENTH AVENUE over RTE I278, RTE I278
Structure number:000000001065300
Location:2 MI NE JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:221.1 ft. [67.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1964
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:3
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:3,392 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:70.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$487,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryGoodFair339270.8
March 2014FairSatisfactoryGoodFair788865.4
April 2012FairSatisfactoryGoodFair788865.4
April 2010FairSatisfactoryGoodFair788865.4
May 2008FairSatisfactoryGoodFair788865.4
March 2006FairSatisfactoryGoodSatisfactory788876.5
March 2004FairSatisfactoryVery GoodSatisfactory788875.5
March 2002FairSatisfactoryVery GoodSatisfactory788877.5
March 2000FairSatisfactoryVery GoodSatisfactory788873.6
June 1998FairFairFairFair752761.5
February 1996PoorFairPoorFair752749.0
March 1994PoorFairPoorPoor206054.4
March 1992PoorFairFairPoor206051.5
August 1990PoorPoorFairPoor206049.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5091,509000
Steel Protective Coatingsq. ft.18,81112,7523,0293,0300
Deck
Reinforced Concrete Decksq. ft.11,54410,0551,48180
Wearing Surfacessq. ft.8,6155,00503,6100
Substructure
Reinforced Concrete Pier Walllinear ft.108770310
Reinforced Concrete Abutmentlinear ft.120546600
Joints
Compression Jointlinear ft.240002400
Bearings
Elastomeric Bearingeach2121000
Steel Protective Coatingsq. ft.8484000
Fixed Bearingeach2221010
Steel Protective Coatingsq. ft.8888000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.431431000
Steel Protective Coatingsq. ft.3,9223,13878400