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GREENPOINT AVENUE over RTE I495, RTE I495

Map

Coordinates:
+40.73693, -73.93132
40°44'13" N, 73°55'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GREENPOINT AVENUE over RTE I495, RTE I495
Structure number:000000001065880
Location:.6 MI NW JCT I278 & I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:96.8 ft. [29.5 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2002
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:2
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,381 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:75.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,125,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodGood1738175.9
July 2015GoodVery GoodGoodGood1811275.8
July 2013GoodVery GoodGoodGood1811275.8
July 2011GoodExcellentGoodGood1569076.0
August 2009GoodExcellentGoodGood1616376.0
August 2007GoodExcellentGoodVery Good1616375.0
August 2005GoodExcellentGoodVery Good1569075.0
July 2003GoodExcellentExcellentVery Good1569075.0
March 2003FairSatisfactorySatisfactorySatisfactory1610277.0
April 2000FairSatisfactorySatisfactorySatisfactory1610277.0
March 1998PoorSatisfactorySatisfactoryPoor1610249.3
March 1996PoorFairFairPoor1217148.3
February 1994PoorFairFairPoor1400048.5
January 1992PoorFairFairPoor1400048.5
March 1990PoorFairPoorPoor1400048.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6651,25041500
Steel Protective Coatingsq. ft.20,535015,4555,0800
Deck
Reinforced Concrete Decksq. ft.13,87513,59502800
Wearing Surfacessq. ft.9,9909,50049000
Substructure
Reinforced Concrete Pier Walllinear ft.116991700
Reinforced Concrete Abutmentlinear ft.21585117130
Joints
Pourable Jointlinear ft.215215000
Bearings
Elastomeric Bearingeach2702700
Steel Protective Coatingsq. ft.54182790
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.370362080
Steel Protective Coatingsq. ft.2,3572,357000