RTE I278 over RTE I278, LEE AVE (ACCES


+40.61083, -74.03190
40°36'39" N, 74°01'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, LEE AVE (ACCES
Structure number:00000000552121A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:141.7 ft. [43.2 m]
Total length:1410.2 ft. [429.8 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:15.1 ft. [4.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:202,650 [as of 2002]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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: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:49.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$40,013,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodSatisfactoryFair20265049.0
August 2016FairGoodSatisfactoryFair20265049.0
August 2014FairGoodSatisfactoryFair20265049.0
August 2012FairVery GoodGoodFair20265049.0
August 2010FairVery GoodGoodFair20265049.0
August 2008FairExcellentGoodFair20265049.0
August 2006PoorFairGoodPoor20265032.0
July 2004PoorFairGoodPoor20265032.0
August 2002FairSatisfactoryGoodFair19074548.3
August 2000FairSatisfactoryGoodFair18424248.3
September 1998FairSatisfactoryGoodFair17345448.3
September 1996PoorFairPoorPoor11895734.0
August 1994PoorPoorFairPoor16979132.0
July 1992PoorPoorFairPoor16979130.0
April 1990PoorPoorFairPoor16979130.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.9,4749,05141940
Steel Protective Coatingsq. ft.157,500157,500000
Reinforced Concrete Decksq. ft.67,34367,30519190
Wearing Surfacessq. ft.63,13429,73733,39700
Reinforced Concrete Columneach2642200
Reinforced Concrete Abutmentlinear ft.4604600
Reinforced Concrete Pier Caplinear ft.525306179400
Compression Jointlinear ft.585188353440
Elastomeric Bearingeach1621392300
Steel Protective Coatingsq. ft.1,1621,162000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2855013334510
Reinforced Concrete Bridge Raillinear ft.2,7962,7039210