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RTE I495 over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.74334, -73.83613
40°44'36" N, 73°50'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I678, FLUSHING RIVER
Structure number:000000001055089
Location:JCT I495+RTE 678
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Local (Urban) [19]
Length of largest span:60.7 ft. [18.5 m]
Total length:485.9 ft. [148.1 m]
Roadway width between curbs:81.4 ft. [24.8 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance above deck:26.2 ft. [8.0 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
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:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:139,212 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$53,328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairGoodSatisfactory13921283.9
May 2014FairFairGoodSatisfactory14351483.7
June 2012FairFairGoodSatisfactory14351483.7
June 2010FairFairGoodSatisfactory13876483.9
June 2009FairFairGoodSatisfactory13876483.9
April 2008FairFairGoodSatisfactory13876483.9
June 2006FairFairGoodSatisfactory14747483.5
June 2004FairFairGoodSatisfactory17508682.1
July 2002FairFairGoodSatisfactory16567680.4
April 2000FairFairSatisfactorySatisfactory16567680.4
June 1998FairFairSatisfactorySatisfactory12263282.7
July 1996PoorPoorPoorPoor11789249.0
May 1994PoorPoorPoorPoor14520048.0
August 1993PoorPoorPoorSerious11789232.0
April 1992PoorSeriousPoorSerious15743032.0
September 1990PoorPoorPoorSerious11982132.0