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RTE I678 over FLUSHING RIVER

Map 

Coordinates:
+40.72743, -73.83303
40°43'39" N, 73°49'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I678 over FLUSHING RIVER
Structure number:00000000105577B
Location:1 MI S JCT I678 & I495
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.7 ft. [24.0 m]
Total length:538.7 ft. [164.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1963
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:19
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:5,319 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$19,358,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201562.1Functionally obsoleteGoodSatisfactoryFair5319
June 201462.1Functionally obsoleteGoodSatisfactoryFair5319
July 201263.7Functionally obsoleteGoodSatisfactoryFair107340
July 201066.5Functionally obsoleteGoodSatisfactorySatisfactory107340
November 200866.5Functionally obsoleteGoodSatisfactorySatisfactory107340
December 200676.0Functionally obsoleteGoodSatisfactorySatisfactory107340
December 200466.0Functionally obsoleteSatisfactorySatisfactoryFair107340
November 200266.0Functionally obsoleteSatisfactorySatisfactoryFair107340
June 200079.0Functionally obsoleteSatisfactorySatisfactorySatisfactory2692
July 199879.0Functionally obsoleteSatisfactorySatisfactorySatisfactory2692
August 199652.0Structurally deficientFairPoorPoor2692
June 199451.0Structurally deficientFairPoorPoor7500
September 199249.0Structurally deficientPoorPoorPoor7500
October 199049.0Structurally deficientPoorPoorPoor7500