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RTE I495 over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.74104, -73.83776
40°44'28" N, 73°50'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over RTE I678, FLUSHING RIVER
Structure number:00000000105578A
Location:JCT I495 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:87.9 ft. [26.8 m]
Total length:981.0 ft. [299.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
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:17
Main spans material:Steel [3]
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: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,236 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present desirable criteria [8]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:83.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,630,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201683.3FairSatisfactorySatisfactoryFair-8236
July 201584.7FairSatisfactorySatisfactoryFair--
August 201484.2FairSatisfactorySatisfactoryFair-9932
August 201385.3FairSatisfactorySatisfactoryFair-9932
September 201285.3FairSatisfactorySatisfactoryFair-9932
October 201084.2FairSatisfactorySatisfactoryFair-9932
October 200884.2FairSatisfactorySatisfactoryFair-9932
October 200695.2FairSatisfactorySatisfactoryGood-9932
October 200495.2FairSatisfactorySatisfactoryGood-9932
November 200290.4FairSatisfactorySatisfactoryGood-87822
November 200090.4FairSatisfactorySatisfactoryGood-87822
December 199891.5FairSatisfactorySatisfactoryGood-87822
December 199656.0PoorFairFairPoorSD87822
December 199457.3PoorFairFairPoorSD87822
December 199254.9PoorPoorPoorPoorSD87822
November 199154.9PoorPoorPoorPoorSD87822