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

Map

Coordinates:
+40.76184, -73.83850
40°45'43" N, 73°50'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:1032.2 ft. [314.6 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:13.1 ft. [4.0 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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,991 [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]
Sufficiency rating:86.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair999186.5
May 2016FairSatisfactoryFairFair1005986.5
May 2015FairSatisfactorySatisfactoryFair966586.5
May 2013FairSatisfactoryGoodFair966586.5
June 2011FairSatisfactoryGoodFair1673986.1
June 2009FairSatisfactoryGoodFair1673986.1
May 2007FairSatisfactoryGoodFair1673986.1
April 2005FairSatisfactoryGoodFair1673986.1
April 2003FairSatisfactoryGoodFair1673986.1
May 2001FairSatisfactoryGoodFair1673982.0
February 1999FairSatisfactoryGoodGood1673987.8
May 1997GoodGoodVery GoodGood1000088.2
June 1995PoorFairSatisfactoryPoor1000057.5
May 1993FairFairFairFair1000071.2
January 1991PoorPoorPoorPoor1000059.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,8454,7954910
Steel Protective Coatingsq. ft.42,25938,8172,6560786
Deck
Reinforced Concrete Decksq. ft.32,61427,3024,5627500
Wearing Surfacessq. ft.29,39723,2186,138410
Substructure
Reinforced Concrete Columneach111640
Reinforced Concrete Pier Walllinear ft.162159030
Reinforced Concrete Pier Caplinear ft.586274261510
Joints
Compression Jointlinear ft.6250295960
Bearings
Movable Bearingeach87319641
Steel Protective Coatingsq. ft.91220690
Fixed Bearingeach91136783
Steel Protective Coatingsq. ft.91147700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0602,0411810