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WEST 205TH STREET over NYCTA IND YARDS

Map

Coordinates:
+40.87669, -73.88904
40°52'36" N, 73°53'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 205TH STREET over NYCTA IND YARDS
Structure number:000000002241940
Location:AT KINGSBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:117.8 ft. [35.9 m]
Total length:387.2 ft. [118.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:Other Local Agencies [25]
Year built:1935
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,751 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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: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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,298,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodVery GoodGood475192.8
October 2014GoodVery GoodVery GoodGood706892.6
November 2012GoodVery GoodVery GoodGood706892.6
November 2010GoodVery GoodVery GoodGood706892.6
August 2008GoodVery GoodExcellentGood697290.6
September 2006GoodVery GoodExcellentGood706890.6
September 2004GoodExcellentExcellentVery Good706890.6
July 2002GoodExcellentExcellentVery Good706890.6
November 2000GoodExcellentExcellentVery Good706894.7
October 1999GoodExcellentExcellentVery Good706878.6
December 1998PoorPoorPoorSerious706832.5
November 1997PoorPoorSeriousSerious706830.3
October 1996PoorPoorSeriousSerious320025.9
December 1995PoorPoorSeriousSerious320026.3
January 1994PoorPoorSeriousSerious320030.8
October 1993PoorPoorSeriousSerious320030.8
December 1992PoorPoorSeriousSerious320030.8
September 1991PoorPoorSeriousSerious320030.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,8633,863000
Steel Protective Coatingsq. ft.52,40052,400000
Deck
Reinforced Concrete Decksq. ft.33,22732,82704000
Wearing Surfacessq. ft.23,18223,182000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.2001820180
Reinforced Concrete Pier Caplinear ft.253253000
Joints
Compression Jointlinear ft.2011210800
Bearings
Elastomeric Bearingeach3030000
Steel Protective Coatingsq. ft.150150000
Pot Bearingeach2020000
Steel Protective Coatingsq. ft.100100000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.715715000