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WEST 35TH STREET over RTE I495

Map

Coordinates:
+40.75475, -73.99749
40°45'17" N, 73°59'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST 35TH STREET over RTE I495
Structure number:000000005522330
Location:IN WEST MANHATTAN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:73.8 ft. [22.5 m]
Total length:109.9 ft. [33.5 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:13.1 ft. [4.0 m]
Skew angle:31°
Owner:Local Toll Authority [32]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,515 [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:Basically intolerable requiring high priority of replacement [2]
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:74.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,834,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory551574.7
July 2015FairSatisfactorySatisfactorySatisfactory553574.6
July 2013FairSatisfactorySatisfactorySatisfactory553574.6
July 2011FairSatisfactoryGoodSatisfactory560074.6
July 2009FairSatisfactoryGoodSatisfactory432574.7
October 2007FairSatisfactoryGoodSatisfactory432574.7
August 2005FairSatisfactoryGoodSatisfactory432574.7
October 2003GoodGoodGoodGood432574.7
October 2001GoodGoodGoodGood432574.7
September 1999GoodGoodGoodGood432574.7
July 1997FairGoodSatisfactorySatisfactory330074.8
August 1995FairSatisfactorySatisfactoryFair330063.6
September 1993FairFairFairSatisfactory330062.6
September 1991PoorSatisfactoryFairPoor330049.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.879872070
Steel Protective Coatingsq. ft.10,05710,057000
Steel Stringerlinear ft.117117000
Steel Protective Coatingsq. ft.513513000
Deck
Reinforced Concrete Decksq. ft.6,4746,474000
Wearing Surfacessq. ft.3,9783,978000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.1479040170
Reinforced Concrete Pier Caplinear ft.7373000
Joints
Compression Jointlinear ft.2201530670
Bearings
Movable Bearingeach1616000
Steel Protective Coatingsq. ft.3232000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.22001099318
Steel Protective Coatingsq. ft.3,52001,5841,760176