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RTE I495 over RAMP TO WB 495I, QUEENS

Map

Coordinates:
+40.73295, -73.86870
40°43'59" N, 73°52'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RAMP TO WB 495I, QUEENS
Structure number:000000002066001
Location:1.3 MI SW JCT GCP & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:247.1 ft. [75.3 m]
Total length:1078.1 ft. [328.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance above deck:20.3 ft. [6.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1988
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: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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,637 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Good [7 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: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:76.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$981,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodVery GoodVery Good263776.8
April 2014GoodGoodVery GoodVery Good18674865.0
May 2012GoodGoodVery GoodVery Good15830066.8
May 2010GoodGoodVery GoodVery Good6500072.8
May 2008GoodGoodExcellentVery Good6500072.8
April 2006GoodExcellentExcellentVery Good6500072.8
April 2004GoodExcellentExcellentVery Good6500072.8
May 2002GoodExcellentExcellentGood6500072.8
February 2000GoodExcellentExcellentVery Good6500089.8
March 1998FairVery GoodGoodFair6500078.2
March 1996FairVery GoodSatisfactoryFair6500074.5
March 1994FairVery GoodSatisfactoryFair6500055.9