RTE I278 over 31ST AVENUE


+40.75765, -73.90092
40°45'28" N, 73°54'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over 31ST AVENUE
Structure number:000000002230740
Location:.3 MI N JCT I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:84.0 ft. [25.6 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,644 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
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:$6,380,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodExcellent664498.0
June 2015GoodGoodGoodExcellent-98.0
June 2013GoodGoodGoodExcellent11936398.0
August 2011GoodGoodGoodExcellent5100098.0
August 2009GoodGoodGoodExcellent119363100.0
August 2007GoodExcellentGoodExcellent119363100.0
September 2005GoodExcellentGoodExcellent119363100.0
July 2003GoodExcellentExcellentExcellent119363100.0
March 2003PoorPoorSatisfactorySatisfactory12158596.0
June 2000PoorPoorSatisfactorySatisfactory12158587.0
September 1998PoorPoorSatisfactoryFair10656376.0
October 1996PoorPoorFairPoor10244560.0
August 1994PoorSeriousFairPoor11658058.0
August 1992PoorSeriousFairFair11658074.0
May 1990FairFairFairFair11658080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,26001,26000
Reinforced Concrete Decksq. ft.5,2084,0321,17600
Wearing Surfacessq. ft.4,8723,89897400
Reinforced Concrete Abutmentlinear ft.124124000
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.168168000