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SIXTH AVENUE over LONG ISLAND-ATL B

Map

Coordinates:
+40.68261, -73.97384
40°40'57" N, 73°58'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SIXTH AVENUE over LONG ISLAND-ATL B
Structure number:000000002243280
Location:AT PARK SLOPE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:37.7 ft. [11.5 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,795 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:74.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,910,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodVery GoodVery Good579574.3
September 2014GoodVery GoodVery GoodVery Good236174.6
September 2012GoodVery GoodVery GoodVery Good236193.9
December 2010GoodVery GoodVery GoodVery Good236193.9
November 2008GoodVery GoodVery GoodVery Good236193.9
November 2006GoodVery GoodVery GoodVery Good236193.9
November 2004GoodVery GoodVery GoodVery Good236135.6
June 2002GoodGoodVery GoodGood236176.9
October 2000FairSatisfactoryGoodSatisfactory236174.8
November 1998FairSatisfactorySatisfactoryFair236147.7
October 1996PoorPoorPoorPoor236128.5
September 1994PoorPoorPoorPoor840026.2
May 1992PoorFairPoorPoor840028.6
April 1990PoorFairFairPoor840051.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,93201,93200
Steel Protective Coatingsq. ft.13,293013,29300
Deck
Reinforced Concrete Decksq. ft.9,98209,98200
Wearing Surfacessq. ft.5,59105,59100
Substructure
Steel Columneach1901900
Steel Protective Coatingsq. ft.1,36801,36800
Reinforced Concrete Abutmentlinear ft.1240114100
Steel Pier Caplinear ft.496049600
Steel Protective Coatingsq. ft.4,40004,40000
Joints
Compression Jointlinear ft.62052100
Bearings
Other Bearingeach1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.400040000
Steel Protective Coatingsq. ft.1,78201,78200
Deck
Reinforced Concrete Slabsq. ft.2,41802,41800
Wearing Surfacessq. ft.1,35601,306500