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RTE I278 over RTE I278, 32 nd Ave

Map

Coordinates:
+40.75681, -73.90002
40°45'25" N, 73°54'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I278, 32 nd Ave
Structure number:000000002230720
Location:.2 MI N I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:160.1 ft. [48.8 m]
Total length:443.9 ft. [135.3 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:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:89,688 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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:$15,305,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodExcellentExcellentVery Good8968896.0
June 2015GoodExcellentExcellentVery Good5103094.0
June 2013GoodExcellentExcellentVery Good5103094.0
July 2011GoodExcellentExcellentVery Good5100094.0
May 2009GoodExcellentExcellentVery Good5179694.0
May 2007GoodExcellentExcellentExcellent5181194.0
April 2005GoodExcellentExcellentExcellent11936394.0
June 2003GoodExcellentExcellentExcellent11936394.0
March 2003FairFairFairFair11913261.0
March 2000FairFairFairFair12158563.0
May 1998FairFairFairFair10656363.0
May 1996PoorPoorPoorPoor10244547.0
March 1994PoorPoorPoorPoor12432347.0
April 1992PoorPoorPoorPoor11658047.0
October 1990PoorFairPoorPoor11658049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.1,7721,772000
Steel Protective Coatingsq. ft.48,43248,432000
Deck
Reinforced Concrete Decksq. ft.20,82120,821000
Wearing Surfacessq. ft.19,04919,049000
Superstructure
Steel Floor Beamlinear ft.94474700
Steel Protective Coatingsq. ft.1,6881,688000
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.98504800
Joints
Compression Jointlinear ft.9400940
Bearings
Pot Bearingeach1210200
Steel Protective Coatingsq. ft.124800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.886886000