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RTE I678 over RTE I678, FLUSHING CREEK

Map

Coordinates:
+40.76142, -73.84458
40°45'41" N, 73°50'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE I678, FLUSHING CREEK
Structure number:000000001055913
Location:JCT GCP+I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:304.1 ft. [92.7 m]
Total length:4882.1 ft. [1488.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2008
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:65
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:140,410 [as of 2008]
Truck traffic:9% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$107,777,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactoryFairFair14041048.6
December 2014FairSatisfactoryFairFair14041049.3
December 2012FairSatisfactoryFairFair14040049.4
December 2010FairSatisfactoryFairFair4411055.3
December 2008FairSatisfactoryFairFair4411053.4
October 2006FairFairFairFair4411020.0
August 2004FairFairFairFair4411052.3
September 2002FairFairFairFair4629151.9
October 2000FairFairFairFair4629151.9
October 1998FairFairFairFair3573452.8
September 1997PoorSeriousSeriousPoor688570.0
November 1996PoorSeriousSeriousPoor6885715.0
October 1995PoorPoorSeriousPoor6885715.0
August 1994PoorSeriousSeriousSerious6885715.0
August 1993PoorPoorSeriousSerious12478315.0
September 1992PoorSeriousSeriousSerious11187415.0
October 1991PoorSeriousSeriousSerious11187415.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.424420040
Steel Floor Beamlinear ft.34361971850