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150TH STREET over LONG ISLAND-PW BR

Map

Coordinates:
+40.76267, -73.81395
40°45'46" N, 73°48'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:150TH STREET over LONG ISLAND-PW BR
Structure number:000000002247100
Location:IN FLUSHING
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.7 ft. [12.4 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,053 [as of 2011]
Truck traffic:6% 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:Equal to present desirable criteria [8]
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:88.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good305388.4
September 2015GoodExcellentExcellentVery Good312470.5
August 2013GoodExcellentExcellentVery Good314788.3
September 2011GoodExcellentExcellentVery Good314788.3
September 2009GoodExcellentExcellentVery Good320088.3
September 2007GoodExcellentExcellentVery Good314788.3
June 2005GoodExcellentExcellentVery Good314775.2
June 2003GoodExcellentExcellentVery Good314775.2
July 2001GoodExcellentExcellentVery Good314779.2
April 1999GoodExcellentExcellentVery Good314779.2
August 1997FairVery GoodVery GoodSatisfactory550076.6
October 1995FairVery GoodVery GoodFair550051.3
October 1993FairVery GoodVery GoodFair550051.3
April 1993PoorSeriousPoorSerious55002.0
March 1992PoorSeriousPoorSerious55002.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7621,61215000
Steel Protective Coatingsq. ft.8,8106,6601,7004500
Deck
Reinforced Concrete Decksq. ft.7,3446,64470000
Wearing Surfacessq. ft.4,1503,42572500
Substructure
Steel Columneach33000
Steel Protective Coatingsq. ft.150150000
Reinforced Concrete Pier Walllinear ft.75651000
Reinforced Concrete Abutmentlinear ft.2882385000
Steel Pier Caplinear ft.6969000
Steel Protective Coatingsq. ft.70060010000
Joints
Compression Jointlinear ft.6000555
Bearings
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.2802800
Pot Bearingeach31200
Steel Protective Coatingsq. ft.120822
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2251903500