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RTE I495 over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.74408, -73.83839
40°44'39" N, 73°50'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:11.8 ft. [3.6 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]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:86.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$7,777,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.0FairFairSatisfactorySatisfactoryFO-
May 201469.2FairFairSatisfactorySatisfactoryFO11661
May 201269.2FairFairSatisfactorySatisfactoryFO11661
June 201069.2FairFairSatisfactorySatisfactoryFO11661
July 200869.2FairFairSatisfactorySatisfactoryFO11661
July 200669.2FairFairSatisfactorySatisfactoryFO11661
June 200469.2FairFairSatisfactorySatisfactoryFO11661
July 200270.2FairSatisfactorySatisfactorySatisfactoryFO11661
May 200071.2FairFairSatisfactorySatisfactoryFO11661
June 199871.2FairFairSatisfactorySatisfactoryFO11661
August 199642.8PoorPoorPoorPoorSD17000
June 199443.6PoorPoorPoorPoorSD17000
August 199244.7PoorFairPoorPoorSD17000
September 199043.6PoorFairPoorPoorSD17000