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RTE I278 over GRAHAM AVENUE, MEEKER AV

Map

Coordinates:
+40.71924, -73.94535
40°43'09" N, 73°56'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over GRAHAM AVENUE, MEEKER AV
Structure number:00000000106560A
Location:1.3 MI SW JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:123,573 [as of 2002]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:62.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,887,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairExcellentVery GoodSatisfactory12357362.0
June 2015FairExcellentVery GoodSatisfactory12357362.0
June 2013FairExcellentVery GoodSatisfactory12357362.0
June 2011FairExcellentVery GoodSatisfactory12357362.0
June 2010GoodExcellentVery GoodGood12357362.0
May 2009GoodExcellentVery GoodGood12357362.0
May 2007GoodExcellentVery GoodVery Good12357362.0
May 2005GoodExcellentVery GoodVery Good12357362.0
June 2003GoodExcellentVery GoodVery Good12357361.0
June 2001GoodExcellentVery GoodVery Good12309561.0
June 1999GoodVery GoodVery GoodGood13744161.0
June 1997FairVery GoodSatisfactorySatisfactory10114061.0
May 1995PoorVery GoodFairPoor10114031.9
March 1995PoorPoorPoorPoor10114032.9
January 1992PoorPoorPoorPoor11350532.9
May 1990PoorPoorPoorFair11229732.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.988988000
Steel Protective Coatingsq. ft.9,7129,712000
Deck
Reinforced Concrete Decksq. ft.5,6265,626000
Wearing Surfacessq. ft.5,0445,044000
Substructure
Steel Columneach55000
Steel Protective Coatingsq. ft.1,6561,656000
Reinforced Concrete Abutmentlinear ft.2929000
Steel Pier Caplinear ft.8686000
Steel Protective Coatingsq. ft.1,1021,102000
Joints
Compression Jointlinear ft.58290290
Bearings
Other Bearingeach2015230
Steel Protective Coatingsq. ft.80602000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.388388000