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RTE I278 over MEEKER AVENUE

Map

Coordinates:
+40.71514, -73.95181
40°42'54" N, 73°57'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over MEEKER AVENUE
Structure number:00000000106559A
Location:2 MI SW JCT I278 & I495
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.8 ft. [23.1 m]
Total length:274.0 ft. [83.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
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:4
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:143,462 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,046,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodExcellentVery Good14346282.0
May 2015GoodVery GoodExcellentVery Good12357382.0
June 2013GoodVery GoodExcellentVery Good12357378.8
May 2011GoodVery GoodExcellentVery Good12357378.8
May 2009GoodExcellentExcellentVery Good12357378.8
May 2007GoodExcellentExcellentExcellent12357378.8
May 2005GoodExcellentExcellentExcellent12357378.8
June 2003GoodExcellentExcellentExcellent12357378.8
June 2001GoodExcellentExcellentExcellent12309578.8
June 1999GoodExcellentExcellentExcellent13744178.8
July 1997GoodVery GoodGoodGood10114078.8
June 1995FairVery GoodSatisfactoryVery Good7797583.0
March 1995PoorPoorFairFair7797550.0
March 1994PoorPoorFairFair9104350.0
April 1993PoorPoorFairFair11350550.0
March 1992PoorPoorFairFair9706250.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.822822000
Steel Protective Coatingsq. ft.8,32408,32400
Deck
Reinforced Concrete Decksq. ft.5,8085,808000
Wearing Surfacessq. ft.5,8084,4091,39900
Substructure
Steel Columneach44000
Steel Protective Coatingsq. ft.684068400
Reinforced Concrete Abutmentlinear ft.2102100
Steel Pier Caplinear ft.8181000
Steel Protective Coatingsq. ft.1,25601,25600
Joints
Compression Jointlinear ft.8408400
Bearings
Movable Bearingeach99000
Steel Protective Coatingsq. ft.1801800
Fixed Bearingeach1512030
Steel Protective Coatingsq. ft.3003000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.548054800