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WEST 36TH STREET over AMTRAK W SIDE CON

Map

Coordinates:
+40.75671, -74.00019
40°45'24" N, 74°00'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 36TH STREET over AMTRAK W SIDE CON
Structure number:00000000224501F
Location:W 36TH - 30TH ST BRCH CSX
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:2013
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel continuous [4]
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,778 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
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:84.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,156,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactorySatisfactory177884.8
December 2015FairFairSatisfactorySatisfactory-84.9
November 2013FairFairSatisfactorySatisfactory242884.8
March 2013FairFairSatisfactorySatisfactory242883.9
April 2012FairFairSatisfactorySatisfactory242833.5
December 2010FairFairSatisfactorySatisfactory242883.9
December 2008FairFairSatisfactorySatisfactory242883.9
August 2006FairFairSatisfactorySatisfactory242879.2
September 2004FairFairSatisfactorySatisfactory242879.2
June 2002FairFairSatisfactorySatisfactory242881.9
August 2000FairFairSatisfactorySatisfactory242885.9
September 1998FairFairSatisfactorySatisfactory242866.8
November 1996PoorPoorPoorPoor242838.1
May 1994PoorPoorPoorPoor990036.2
February 1992PoorPoorPoorPoor990021.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0951,095000
Steel Protective Coatingsq. ft.10,4038,578001,825
Deck
Reinforced Concrete Decksq. ft.5,4765,34301330
Wearing Surfacessq. ft.3,1022,701309920
Substructure
Steel Columneach88000
Steel Protective Coatingsq. ft.1,3445602050579
Reinforced Concrete Pier Walllinear ft.109780310
Reinforced Concrete Abutmentlinear ft.1441040400
Steel Pier Caplinear ft.144144000
Steel Protective Coatingsq. ft.2,30491734601,041
Joints
Pourable Jointlinear ft.7200720
Bearings
Movable Bearingeach2424000
Steel Protective Coatingsq. ft.24121200
Enclosed/Concealed Bearingeach2424000
Steel Protective Coatingsq. ft.2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9292000