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DOUGLASTON PKWY over LONG ISLAND RR-PW

Map

Coordinates:
+40.76896, -73.74824
40°46'08" N, 73°44'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOUGLASTON PKWY over LONG ISLAND RR-PW
Structure number:000000002247170
Location:IN DOUGLASTON
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:39.7 ft. [12.1 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,947 [as of 2011]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:58.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,133,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory294758.0
October 2014FairSatisfactorySatisfactorySatisfactory670052.1
October 2012FairSatisfactorySatisfactorySatisfactory670053.1
December 2010FairSatisfactorySatisfactorySatisfactory670053.1
September 2008FairSatisfactorySatisfactorySatisfactory712353.1
August 2006FairGoodSatisfactorySatisfactory670053.1
May 2004GoodGoodGoodVery Good670056.0
July 2002GoodGoodGoodVery Good670056.0
June 2000FairSatisfactorySatisfactoryGood670060.0
May 1998FairSatisfactorySatisfactoryGood670060.0
July 1996Fair-SatisfactorySatisfactory580059.0
May 1994Fair-SatisfactorySatisfactory580059.0
April 1992Fair-Very GoodSatisfactory580060.0
September 1990FairVery GoodVery GoodSatisfactory580060.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3321,332000
Deck
Prestressed Concrete Top Flangesq. ft.3,17402,6405340
Wearing Surfacessq. ft.3,17402,6405340
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.1490117320
Reinforced Concrete Pier Caplinear ft.122012200
Joints
Compression Jointlinear ft.122001202
Bearings
Elastomeric Bearingeach7877100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.211211000
Steel Protective Coatingsq. ft.76922654300