RTE I278 over 32ND AVE


+40.75623, -73.89973
40°45'22" N, 73°53'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over 32ND AVE
Structure number:000000002230690
Location:BQE EB OVER 32 AVE
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:83.0 ft. [25.3 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:47,657 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,296,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodVery GoodVery GoodVery Good4765798.0
June 2014GoodVery GoodVery GoodVery Good5103097.0
June 2012GoodVery GoodExcellentExcellent5100097.0
July 2010GoodVery GoodExcellentExcellent3313497.0
August 2008GoodExcellentExcellentExcellent5179697.0
August 2006GoodExcellentExcellentExcellent5181197.0
June 2004GoodExcellentExcellentExcellent11936373.0
June 2003PoorPoorCriticalFair11936315.0
March 2003FairFairSatisfactoryFair11913261.0
April 2001FairFairSatisfactoryFair11913261.0
January 2000PoorPoorPoorFair12158545.0
February 1999PoorPoorPoorPoor10656360.0
May 1998PoorPoorPoorFair10407160.0
May 1997PoorPoorPoorPoor10244560.0
June 1996PoorPoorPoorPoor10244544.2
May 1995PoorPoorSeriousPoor10244530.0
April 1994PoorPoorSeriousPoor12432330.0
June 1993PoorPoorPoorPoor10244540.8
July 1992PoorPoorPoorPoor11658040.8
September 1990PoorFairPoorPoor11658025.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.249249000
Steel Protective Coatingsq. ft.4,2404,240000
Steel Stringerlinear ft.913913000
Steel Protective Coatingsq. ft.4,2404,240000
Reinforced Concrete Decksq. ft.3,8933,893000
Wearing Surfacessq. ft.3,8933,893000
Reinforced Concrete Abutmentlinear ft.8888000
Elastomeric Bearingeach1616000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.166166000