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RTE I278 over WESTBOUND I278, LEE AVEN

Map

Coordinates:
+40.61368, -74.02925
40°36'49" N, 74°01'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over WESTBOUND I278, LEE AVEN
Structure number:00000000552121F
Location:I278 OVER THE NARROWS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:138.1 ft. [42.1 m]
Total length:2384.0 ft. [726.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:25
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: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:60.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$124,880,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorFairSatisfactoryPoor-60.0
October 2014FairSatisfactoryGoodSatisfactory16979173.0
October 2012FairSatisfactoryGoodSatisfactory16979173.0
October 2010FairSatisfactorySatisfactoryFair16979162.0
September 2008FairSatisfactorySatisfactoryFair16979162.0
September 2006FairSatisfactorySatisfactoryFair16979162.0
September 2004FairSatisfactorySatisfactoryFair16979148.3
September 2002FairSatisfactorySatisfactoryFair16979148.3
August 2000FairFairSatisfactoryFair16979147.3
September 1998FairFairSatisfactoryFair16979147.3
September 1996PoorFairPoorPoor16979131.8
October 1994PoorFairPoorPoor16979134.0
June 1992PoorFairPoorPoor16979134.0
April 1990PoorFairFairPoor16979134.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.17,34416,2839491120
Deck
Reinforced Concrete Decksq. ft.130,15814,066115,9731190
Superstructure
Steel Floor Beamlinear ft.1717000
Substructure
Reinforced Concrete Columneach47152471
Reinforced Concrete Abutmentlinear ft.10599600
Reinforced Concrete Pile Cap/Footinglinear ft.21100
Reinforced Concrete Pier Caplinear ft.1,3645394204050
Joints
Compression Jointlinear ft.125507500
Other Jointlinear ft.1,32605597670
Bearings
Elastomeric Bearingeach3838000
Movable Bearingeach1740130440
Fixed Bearingeach174016950
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4,3311,4782,829240
Reinforced Concrete Bridge Raillinear ft.6,9231,0605,4564070