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BOWNE ST over LONG ISLAND RR-PW

Map

Coordinates:
+40.76033, -73.82413
40°45'37" N, 73°49'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOWNE ST over LONG ISLAND RR-PW
Structure number:000000002247050
Location:IN FLUSHING
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:52.8 ft. [16.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:84.3 ft. [25.7 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:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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:7,025 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,965,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory702577.6
September 2014FairSatisfactorySatisfactorySatisfactory811177.5
October 2012FairSatisfactorySatisfactorySatisfactory811177.5
December 2010FairSatisfactorySatisfactorySatisfactory811177.5
September 2008FairSatisfactorySatisfactorySatisfactory975077.4
August 2006FairGoodSatisfactorySatisfactory811177.5
May 2004FairGoodSatisfactorySatisfactory811177.5
August 2002FairGoodSatisfactorySatisfactory811177.5
June 2000FairGoodSatisfactoryGood811181.5
May 1998GoodVery GoodVery GoodGood811181.5
March 1996Fair-Very GoodFair560070.2
March 1994Fair-Very GoodFair560070.4
May 1992Fair-Very GoodFair560070.4
April 1990Fair-Very GoodFair560070.4

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.1,06401,06400
Deck
Prestressed Concrete Top Flangesq. ft.3,08003,08000
Wearing Surfacessq. ft.1,56801,56800
Substructure
Reinforced Concrete Abutmentlinear ft.168016800
Joints
Compression Jointlinear ft.168016530
Bearings
Elastomeric Bearingeach3803800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.112011200