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RTE I678 over 25A (EB) U-TURN, FLUSHIN

Map 

Coordinates:
+40.76183, -73.83864
40°45'43" N, 73°50'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I678 over 25A (EB) U-TURN, FLUSHIN
Structure number:00000000105578H
Location:JCT I495 + I678
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.9 ft. [21.0 m]
Total length:1031.9 ft. [314.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1991
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:20
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,059 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:86.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$17,337,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.5FairSatisfactoryFairFair-10059
May 201586.5FairSatisfactorySatisfactoryFair-9665
May 201386.5FairSatisfactoryGoodFair-9665
June 201186.1FairSatisfactoryGoodFair-16739
June 200986.1FairSatisfactoryGoodFair-16739
May 200786.1FairSatisfactoryGoodFair-16739
April 200586.1FairSatisfactoryGoodFair-16739
April 200386.1FairSatisfactoryGoodFair-16739
May 200182.0FairSatisfactoryGoodFair-16739
February 199987.8FairSatisfactoryGoodGood-16739
May 199788.2GoodGoodVery GoodGood-10000
June 199557.5PoorFairSatisfactoryPoor-10000
May 199371.2FairFairFairFairFO10000
January 199159.9PoorPoorPoorPoorSD10000