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RTE I495 over RTE I495, FLUSH/CORONAPK

Map

Coordinates:
+40.74337, -73.83612
40°44'36" N, 73°50'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I495, FLUSH/CORONAPK
Structure number:00000000105578D
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:112.9 ft. [34.4 m]
Total length:1900.0 ft. [579.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:40°
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+Mod / HS 20+Mod [6]
Number of main spans:28
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,024 [as of 2016]
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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$23,978,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory1702479.5
July 2015FairSatisfactorySatisfactorySatisfactory-84.5
July 2013GoodGoodGoodGood1181082.6
August 2011GoodGoodGoodGood1181082.6
August 2009GoodGoodGoodGood1181082.6
September 2007GoodGoodGoodGood1181082.6
September 2005FairSatisfactoryGoodGood1181078.6
October 2003FairGoodSatisfactoryGood1181078.6
October 2001FairGoodSatisfactoryGood11223971.5
August 1999FairSatisfactorySatisfactoryGood11223970.1
November 1997FairSatisfactorySatisfactoryFair11223958.0
October 1995Poor-PoorFair11223915.0
August 1993PoorFairFairPoor11223943.8
October 1991PoorPoorPoorPoor11223942.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,5807,565960
Steel Protective Coatingsq. ft.67,57661,6293,3221,4271,198
Deck
Reinforced Concrete Decksq. ft.38,85435,0132323,6090
Wearing Surfacessq. ft.32,782032,78020
Substructure
Reinforced Concrete Columneach27012150
Reinforced Concrete Pier Caplinear ft.57003831870
Joints
Compression Jointlinear ft.570027028812
Bearings
Movable Bearingeach112026860
Steel Protective Coatingsq. ft.2244127912
Fixed Bearingeach1121210000
Steel Protective Coatingsq. ft.2244140791
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,7903,53026000