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RTE I278 over RTE I278, LEE AVENUE, TO

Map

Coordinates:
+40.61067, -74.03169
40°36'38" N, 74°01'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, LEE AVENUE, TO
Structure number:00000000552121C
Location:I278 OVER THE NARROWS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:155.8 ft. [47.5 m]
Total length:1514.2 ft. [461.5 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:21°
Owner:Local Toll Authority [32]
Year built:1967
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:12
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:182,676 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$36,899,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodSatisfactorySatisfactory18267673.0
August 2014FairGoodSatisfactorySatisfactory18267659.3
August 2012FairVery GoodSatisfactoryFair18270049.0
August 2010FairVery GoodSatisfactoryFair20265049.0
August 2008FairGoodSatisfactoryFair20265049.0
August 2006FairSatisfactorySatisfactoryFair20265049.0
August 2004FairSatisfactorySatisfactoryFair20265049.0
September 2002FairSatisfactorySatisfactoryFair19074549.0
August 2000FairSatisfactorySatisfactoryFair18424249.0
September 1998FairSatisfactorySatisfactoryFair17345449.0
September 1996PoorPoorFairPoor11895730.0
September 1994PoorPoorFairPoor16850030.0
June 1992PoorPoorFairPoor16850030.0
April 1990PoorSatisfactoryFairPoor16850037.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,7299,13359600
Deck
Reinforced Concrete Decksq. ft.67,084067,054300
Substructure
Reinforced Concrete Columneach2732130
Reinforced Concrete Abutmentlinear ft.42321000
Reinforced Concrete Pier Caplinear ft.54134519240
Joints
Compression Jointlinear ft.56105331315
Bearings
Elastomeric Bearingeach1581332500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.261026100
Reinforced Concrete Bridge Raillinear ft.3,1292,62550220