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FT WASHINGTON AVE over RTE I95, BUS STATION PLA

Map

Coordinates:
+40.84903, -73.93936
40°50'57" N, 73°56'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FT WASHINGTON AVE over RTE I95, BUS STATION PLA
Structure number:000000005522569
Location:0.2 MI EAST JCT 95I & 9
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1931
Year reconstructed:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,523 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:78.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$22,900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodFair852378.8
August 2015FairGoodGoodFair880063.3
August 2013FairGoodGoodFair800063.4
August 2011FairGoodGoodFair800063.4
August 2009FairGoodGoodFair800063.4
July 2007FairGoodGoodFair800063.4
July 2005FairGoodGoodFair800063.4
September 2003FairGoodGoodFair800063.4
August 2001FairGoodGoodFair800063.4
August 1999FairGoodGoodFair800063.4
August 1997FairGoodSatisfactoryFair800063.4
September 1995PoorSatisfactoryFairPoor800048.5
August 1993FairSatisfactoryFairFair800081.3
July 1991PoorSatisfactoryFairPoor800065.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,87001,87000
Steel Protective Coatingsq. ft.50,330050,320100
Deck
Reinforced Concrete Decksq. ft.25,976025,8571190
Wearing Surfacessq. ft.9,89009,69317225
Substructure
Steel Columneach1700170
Steel Protective Coatingsq. ft.2,55001,2751,26312
Reinforced Concrete Pier Walllinear ft.2400194460
Reinforced Concrete Abutmentlinear ft.240024000
Steel Pier Caplinear ft.322032200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2002000
Steel Protective Coatingsq. ft.3003000
Reinforced Concrete Bridge Raillinear ft.1900157330