Share:

RTE I678 over FLUSHING RIVER

Map

Coordinates:
+40.72743, -73.83303
40°43'39" N, 73°49'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:539.1 ft. [164.3 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:5
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,049 [as of 2016]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:60.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,723,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair404960.0
July 2016FairSatisfactorySatisfactoryFair405160.0
September 2015FairGoodSatisfactoryFair531962.1
June 2014FairGoodSatisfactoryFair531962.1
July 2012FairGoodSatisfactoryFair10734063.7
July 2010FairGoodSatisfactorySatisfactory10734066.5
November 2008FairGoodSatisfactorySatisfactory10734066.5
December 2006FairGoodSatisfactorySatisfactory10734076.0
December 2004FairSatisfactorySatisfactoryFair10734066.0
November 2002FairSatisfactorySatisfactoryFair10734066.0
June 2000FairSatisfactorySatisfactorySatisfactory269279.0
July 1998FairSatisfactorySatisfactorySatisfactory269279.0
August 1996PoorFairPoorPoor269252.0
June 1994PoorFairPoorPoor750051.0
September 1992PoorPoorPoorPoor750049.0
October 1990PoorPoorPoorPoor750049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2921,289030
Steel Protective Coatingsq. ft.11,52510,690810025
Deck
Reinforced Concrete Decksq. ft.8,3987,84255060
Wearing Surfacessq. ft.7,0845,7161,36800
Substructure
Reinforced Concrete Columneach2018020
Reinforced Concrete Pier Walllinear ft.156156000
Reinforced Concrete Abutmentlinear ft.2727000
Reinforced Concrete Pile Cap/Footinglinear ft.1900190
Reinforced Concrete Pileeach1500150
Reinforced Concrete Pier Caplinear ft.3122330178
Joints
Strip Seal Jointlinear ft.2600198620
Compression Jointlinear ft.4004000
Bearings
Elastomeric Bearingeach1616000
Steel Protective Coatingsq. ft.3282400
Movable Bearingeach80080
Steel Protective Coatingsq. ft.80440
Fixed Bearingeach82600
Steel Protective Coatingsq. ft.1601240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0641,055900
Steel Protective Coatingsq. ft.3,8703,80530035
Deck
Reinforced Concrete Slabsq. ft.5,4345,434000
Wearing Surfacessq. ft.4,5983,83876000