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PARSONS BLVD over LONG ISLAND RR-PW

Map

Coordinates:
+40.76103, -73.82180
40°45'40" N, 73°49'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARSONS BLVD over LONG ISLAND RR-PW
Structure number:000000002247060
Location:IN FLUSHING
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.8 ft. [16.4 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1913
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span 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:9,955 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:94.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryVery GoodGood995594.5
September 2014FairGoodGoodSatisfactory1115892.4
October 2012FairGoodGoodSatisfactory1120092.4
November 2010FairGoodGoodSatisfactory1115892.4
September 2008FairGoodGoodSatisfactory962592.5
August 2006FairGoodGoodFair946581.4
May 2004FairSatisfactoryGoodSatisfactory946592.5
August 2002FairSatisfactoryGoodSatisfactory946573.3
June 2000FairSatisfactoryGoodSatisfactory946577.4
May 1998FairGoodGoodFair946566.2
July 1996Poor-SatisfactoryPoor920049.8
May 1994Poor-SatisfactoryPoor920049.2
April 1992Fair-SatisfactoryFair920065.7
April 1990Fair-SatisfactoryFair920065.7

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.833083300
Deck
Prestressed Concrete Top Flangesq. ft.2,44202,44200
Wearing Surfacessq. ft.999099900
Substructure
Reinforced Concrete Abutmentlinear ft.1440115290
Joints
Compression Jointlinear ft.1440128160
Bearings
Elastomeric Bearingeach3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.111011100
Steel Protective Coatingsq. ft.833083300