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RTE I495 over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.74408, -73.83862
40°44'39" N, 73°50'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I678, FLUSHING RIVER
Structure number:000000001055090
Location:JCT I495+RTE 678
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.7 ft. [24.9 m]
Total length:404.9 ft. [123.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:22.0 ft. [6.7 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$7,777,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairSatisfactorySatisfactory-86.0
May 2014FairFairSatisfactorySatisfactory1166169.2
May 2012FairFairSatisfactorySatisfactory1166169.2
June 2010FairFairSatisfactorySatisfactory1166169.2
July 2008FairFairSatisfactorySatisfactory1166169.2
July 2006FairFairSatisfactorySatisfactory1166169.2
June 2004FairFairSatisfactorySatisfactory1166169.2
July 2002FairSatisfactorySatisfactorySatisfactory1166170.2
May 2000FairFairSatisfactorySatisfactory1166171.2
June 1998FairFairSatisfactorySatisfactory1166171.2
August 1996PoorPoorPoorPoor1700042.8
June 1994PoorPoorPoorPoor1700043.6
August 1992PoorFairPoorPoor1700044.7
September 1990PoorFairPoorPoor1700043.6