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BUS RAMP E92 over BUS RAMP E96, DYER AVE

Map

Coordinates:
+40.75712, -73.99506
40°45'26" N, 73°59'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUS RAMP E92 over BUS RAMP E96, DYER AVE
Structure number:00000000552242B
Location:IN WEST MANHATTAN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:107.9 ft. [32.9 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:Local Toll Authority [32]
Year built:1961
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:Box Beam or girders - Single or Spread [06]
Deck type:Not applicable [N]
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:1,440 [as of 1974]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
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:50.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,231,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory144050.0
July 2015FairSatisfactorySatisfactorySatisfactory144075.9
July 2013FairSatisfactorySatisfactorySatisfactory144075.9
July 2011FairSatisfactorySatisfactorySatisfactory144075.9
July 2009FairSatisfactorySatisfactorySatisfactory144075.9
November 2007FairSatisfactorySatisfactorySatisfactory144075.9
August 2005FairSatisfactorySatisfactorySatisfactory144075.9
October 2003FairSatisfactorySatisfactorySatisfactory144075.9
October 2001FairSatisfactorySatisfactorySatisfactory144075.9
September 1999FairSatisfactorySatisfactorySatisfactory144075.9
July 1997FairSatisfactorySatisfactoryFair144064.9
September 1995PoorFairFairPoor144048.7
November 1993PoorFairFairPoor144048.7
September 1991PoorFairFairPoor144046.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.180176400
Steel Protective Coatingsq. ft.3,0603,056004
Deck
Reinforced Concrete Decksq. ft.72044827200
Wearing Surfacessq. ft.2,52002,52000
Substructure
Reinforced Concrete Pier Walllinear ft.2020000
Joints
Compression Jointlinear ft.4000400
Bearings
Movable Bearingeach40220
Steel Protective Coatingsq. ft.42200
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.36023112900