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RTE I678 over H.HARDING EXP W, FLUSHIN

Map

Coordinates:
+40.74391, -73.83824
40°44'38" N, 73°50'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over H.HARDING EXP W, FLUSHIN
Structure number:00000000105578C
Location:JCT I495 & I678
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:1287.1 ft. [392.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 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:17
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,140 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:88.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,438,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory1014088.6
September 2015FairSatisfactorySatisfactorySatisfactory-89.1
September 2013GoodGoodGoodGood1206688.5
October 2011GoodGoodGoodGood1206690.1
December 2009GoodGoodGoodGood1206688.5
August 2007GoodGoodGoodGood1206688.5
July 2005GoodGoodGoodGood1206682.6
June 2003GoodGoodGoodGood1206682.6
July 2001FairSatisfactoryGoodGood11223972.4
March 1999FairSatisfactorySatisfactoryGood11223972.4
June 1997FairSatisfactorySatisfactoryFair11223962.3
June 1995PoorFairFairPoor11223940.0
August 1994PoorPoorPoorFair11223937.0
June 1993PoorPoorPoorPoor11223937.0
August 1992PoorPoorPoorPoor11223936.0
October 1991PoorPoorPoorPoor11223940.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,8744,8096320
Steel Protective Coatingsq. ft.43,28038,4254,837180
Deck
Reinforced Concrete Decksq. ft.37,53635,30902,2270
Wearing Surfacessq. ft.33,36829,5083,86000
Substructure
Reinforced Concrete Columneach4423660
Reinforced Concrete Pier Walllinear ft.8208200
Reinforced Concrete Pile Cap/Footinglinear ft.202202000
Reinforced Concrete Pileeach2020000
Reinforced Concrete Pier Caplinear ft.809126791180
Joints
Compression Jointlinear ft.7463142625930
Bearings
Movable Bearingeach78023550
Steel Protective Coatingsq. ft.1420355552
Fixed Bearingeach7807080
Steel Protective Coatingsq. ft.1420366046
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,5082,508000
Deck
Reinforced Concrete Slabsq. ft.2,83502,83500
Wearing Surfacessq. ft.3,84003,84000