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RTE I278 over RTE I278, 32ND AVE

Map

Coordinates:
+40.75624, -73.89945
40°45'22" N, 73°53'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, 32ND AVE
Structure number:000000002230700
Location:.2 MI N JCT I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:735.9 ft. [224.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
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]
Number of main spans:8
Main spans material:Steel continuous [4]
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:Good
Status:Open, no restriction [A]
Average daily traffic:6,686 [as of 2016]
Truck traffic:6% 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: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:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,787,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodVery Good668696.0
November 2014GoodVery GoodVery GoodVery Good11936396.0
December 2012GoodVery GoodExcellentExcellent11936396.0
November 2010GoodExcellentExcellentExcellent11936394.0
November 2008GoodExcellentExcellentExcellent11936394.0
December 2006GoodExcellentExcellentExcellent11936335.0
November 2004GoodExcellentExcellentExcellent11936335.0
May 2002FairFairFairFair11658046.0
March 2000FairFairFairFair11658048.0
May 1998FairFairFairFair11658048.0
May 1997PoorFairPoorSerious11658017.0
March 1996PoorPoorPoorSerious11658032.0
February 1994PoorPoorPoorSerious11658032.0
April 1992PoorPoorPoorSerious11658032.0
August 1991PoorPoorSeriousPoor11658032.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1881,188000
Steel Protective Coatingsq. ft.17,22616,87635000
Steel Stringerlinear ft.3,1683,168000
Steel Protective Coatingsq. ft.45,93645,46647000
Deck
Reinforced Concrete Decksq. ft.31,31931,2576200
Wearing Surfacessq. ft.28,70628,47423200
Superstructure
Steel Floor Beamlinear ft.296296000
Steel Protective Coatingsq. ft.13,40113,3505100
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.194186800
Reinforced Concrete Pile Cap/Footinglinear ft.4343000
Steel Pier Caplinear ft.4343000
Reinforced Concrete Pier Caplinear ft.7474000
Joints
Assembly with Sealeach8608600
Bearings
Pot Bearingeach2827100
Steel Protective Coatingsq. ft.2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4521,18227000