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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 2015 

Status:Open, no restriction [A]
Average daily traffic:9,665 [as of 2011]
Truck traffic:7% 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: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:39.9 tons [36.3 metric tons]
Sufficiency rating:86.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$11,723,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201586.5Not deficientSatisfactorySatisfactoryFair9665
May 201386.5Not deficientSatisfactoryGoodFair9665
June 201186.1Not deficientSatisfactoryGoodFair16739
June 200986.1Not deficientSatisfactoryGoodFair16739
May 200786.1Not deficientSatisfactoryGoodFair16739
April 200586.1Not deficientSatisfactoryGoodFair16739
April 200386.1Not deficientSatisfactoryGoodFair16739
May 200182.0Not deficientSatisfactoryGoodFair16739
February 199987.8Not deficientSatisfactoryGoodGood16739
May 199788.2Not deficientGoodVery GoodGood10000
June 199557.5Not deficientFairSatisfactoryPoor10000
May 199371.2Functionally obsoleteFairFairFair10000
January 199159.9Structurally deficientPoorPoorPoor10000