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BUS RAMPS E92&W95 over BUS RAMP E96, 9TH AVE, D

Map

Coordinates:
+40.75762, -73.99321
40°45'27" N, 73°59'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUS RAMPS E92&W95 over BUS RAMP E96, 9TH AVE, D
Structure number:000000005522420
Location:IN WEST MANHATTAN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:106.0 ft. [32.3 m]
Total length:798.9 ft. [243.5 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:13.1 ft. [4.0 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:15
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,600 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:57.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$20,275,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory360057.6
August 2015FairSatisfactorySatisfactorySatisfactory360072.8
August 2013FairSatisfactorySatisfactorySatisfactory360072.8
August 2011FairSatisfactorySatisfactorySatisfactory360072.8
August 2009FairSatisfactorySatisfactorySatisfactory360072.8
October 2007FairSatisfactorySatisfactorySatisfactory360072.8
August 2005FairSatisfactorySatisfactorySatisfactory360072.8
November 2003FairSatisfactorySatisfactorySatisfactory360072.8
October 2001FairSatisfactorySatisfactorySatisfactory360072.8
August 1999FairSatisfactorySatisfactorySatisfactory360072.8
July 1997FairSatisfactoryFairFair360061.7
August 1995PoorFairPoorPoor360046.3
October 1993PoorFairFairPoor360046.3
October 1991PoorPoorFairPoor360044.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7472,22452300
Steel Protective Coatingsq. ft.20,72916,5834,14600
Deck
Reinforced Concrete Decksq. ft.4,1811,3642,81700
Wearing Surfacessq. ft.17,94613,7804,131350
Superstructure
Steel Floor Beamlinear ft.1,19595723800
Steel Protective Coatingsq. ft.7,9966,4201,57501
Substructure
Steel Columneach2117400
Steel Protective Coatingsq. ft.6,3415,0701,27100
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.3503140
Reinforced Concrete Abutmentlinear ft.2016400
Steel Pier Caplinear ft.2431885500
Steel Protective Coatingsq. ft.1,9041,496380208
Reinforced Concrete Pier Caplinear ft.844226160
Joints
Compression Jointlinear ft.18022127625
Assembly with Sealeach2020182200
Bearings
Movable Bearingeach5063770
Steel Protective Coatingsq. ft.1509126123
Fixed Bearingeach3723500
Steel Protective Coatingsq. ft.111011100
Pot Bearingeach22000
Steel Protective Coatingsq. ft.60600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,579801,49900