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WILLIAMSBRIDGE RD over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.84568, -73.84756
40°50'44" N, 73°50'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLIAMSBRIDGE RD over AMTRAK/CSXT/P&W
Structure number:000000002241369
Location:AT WILLIAMSBRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:10.5 ft. [3.2 m]
Roadway width between curbs:56.8 ft. [17.3 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,570 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:66.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,664,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory1457066.5
October 2014FairGoodSatisfactorySatisfactory1457488.2
August 2012FairSatisfactorySatisfactorySatisfactory1460088.2
October 2010FairSatisfactorySatisfactorySatisfactory1775788.1
November 2008FairSatisfactorySatisfactorySatisfactory1821388.0
July 2006FairSatisfactorySatisfactorySatisfactory1628988.1
August 2004FairGoodSatisfactorySatisfactory1775788.1
June 2002FairGoodSatisfactorySatisfactory1550088.2
June 2000FairSatisfactoryFairSatisfactory1550081.1
December 1998FairSatisfactoryFairSatisfactory1550081.1
June 1996PoorFairPoorFair1550066.8
September 1994PoorPoorPoorFair1550066.2
November 1992PoorPoorPoorFair1550066.2
August 1990PoorPoorPoorFair1550066.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5315092200
Steel Protective Coatingsq. ft.8,9898,36462500
Steel Stringerlinear ft.638638000
Steel Protective Coatingsq. ft.2,4752,14533000
Deck
Reinforced Concrete Decksq. ft.10,51810,35375900
Superstructure
Steel Floor Beamlinear ft.9909058500
Steel Protective Coatingsq. ft.6,5016,17632500
Substructure
Reinforced Concrete Pier Walllinear ft.71611000
Reinforced Concrete Abutmentlinear ft.20215925180
Joints
Compression Jointlinear ft.198001980
Bearings
Movable Bearingeach108020
Steel Protective Coatingsq. ft.42321000
Fixed Bearingeach33000
Steel Protective Coatingsq. ft.1515000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.212212000
Steel Protective Coatingsq. ft.1,0841,084000
Reinforced Concrete Bridge Raillinear ft.4254141100