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WESTCHESTER AVE over AMTRAK/CSXT/P&W, NYCTA P

Map

Coordinates:
+40.82812, -73.88488
40°49'41" N, 73°53'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTCHESTER AVE over AMTRAK/CSXT/P&W, NYCTA P
Structure number:000000002241230
Location:AT PARKCHESTER
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.8 ft. [10.3 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:114.2 ft. [34.8 m]
Vertical clearance above deck:24.6 ft. [7.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:58°
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,408 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,582,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairVery GoodGoodSatisfactory1240893.2
November 2014FairVery GoodGoodSatisfactory2469891.4
November 2012FairExcellentExcellentSatisfactory2469891.4
November 2010FairExcellentExcellentSatisfactory2469891.4
November 2008FairExcellentExcellentSatisfactory2552791.2
August 2006FairExcellentExcellentSatisfactory2469891.4
August 2004FairExcellentExcellentSatisfactory2469891.4
June 2002FairExcellentExcellentSatisfactory2496790.3
June 2000FairExcellentExcellentSatisfactory2496795.5
December 1998FairExcellentExcellentSatisfactory2496795.5
June 1996PoorVery GoodVery GoodPoor2390467.1
April 1996PoorVery GoodFairPoor2390466.7
November 1994PoorSeriousPoorPoor2230059.6
November 1992PoorPoorPoorPoor2230061.8
August 1990PoorPoorPoorPoor2230061.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,6293,629000
Steel Protective Coatingsq. ft.21,23620,74549100
Deck
Reinforced Concrete Decksq. ft.14,93514,30063500
Substructure
Steel Columneach3230020
Steel Protective Coatingsq. ft.3,8670003,867
Reinforced Concrete Pier Walllinear ft.34924475300
Reinforced Concrete Abutmentlinear ft.3243061800
Steel Pier Caplinear ft.332332000
Steel Protective Coatingsq. ft.5,3150005,315
Joints
Compression Jointlinear ft.6142411002730
Bearings
Elastomeric Bearingeach164159050
Steel Protective Coatingsq. ft.8127724000
Pot Bearingeach44000
Steel Protective Coatingsq. ft.2016400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.241241000