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LIBERTY AVENUE over RTE I678, RTE I678, JFK

Map

Coordinates:
+40.69193, -73.81070
40°41'31" N, 73°48'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIBERTY AVENUE over RTE I678, RTE I678, JFK
Structure number:000000001055670
Location:1.3 MI SE JCT I678 & SH25
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,847 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$12,059,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood1984773.7
March 2016GoodGoodGoodGood2244492.9
April 2014GoodGoodGoodGood2278963.6
April 2012GoodGoodGoodGood2278963.6
April 2010GoodGoodGoodGood2278963.6
April 2008GoodGoodGoodGood2360163.6
January 2006GoodGoodGoodGood2278963.6
January 2004GoodGoodGoodGood2278963.6
February 2002GoodGoodGoodGood2278963.6
January 2000FairSatisfactorySatisfactorySatisfactory1781263.0
January 1998FairSatisfactorySatisfactorySatisfactory1781263.0
January 1996PoorFairFairPoor2207961.4
January 1994PoorFairFairPoor1968062.3
January 1992PoorFairFairPoor1968062.3
January 1990PoorFairSatisfactoryPoor1968063.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4841,484000
Steel Protective Coatingsq. ft.13,356011,3542,0020
Deck
Reinforced Concrete Decksq. ft.11,330011,1771530
Wearing Surfacessq. ft.7,7007,6762040
Substructure
Reinforced Concrete Pier Walllinear ft.101010010
Reinforced Concrete Abutmentlinear ft.2020178240
Joints
Compression Jointlinear ft.2060601460
Bearings
Elastomeric Bearingeach2802800
Steel Protective Coatingsq. ft.5605600
Fixed Bearingeach1401400
Steel Protective Coatingsq. ft.35012230
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.220022000
Steel Protective Coatingsq. ft.1,42001,42000