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LAFAYETTE AVENUE over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81619, -73.89391
40°48'58" N, 73°53'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAFAYETTE AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241169
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:119.8 ft. [36.5 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:2000
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,027 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,222,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodSatisfactoryGood302763.1
November 2014FairVery GoodSatisfactoryGood277663.1
October 2012FairExcellentSatisfactorySatisfactory280063.1
December 2010FairExcellentSatisfactorySatisfactory360063.1
December 2008FairExcellentSatisfactorySatisfactory296463.1
August 2006FairExcellentSatisfactorySatisfactory360063.1
August 2004FairExcellentSatisfactorySatisfactory360063.1
June 2002FairExcellentSatisfactorySatisfactory360062.6
May 2000FairExcellentSatisfactorySatisfactory360065.6
March 2000PoorSeriousSeriousPoor360034.3
March 1999PoorSeriousSeriousPoor360034.3
May 1998PoorSeriousSeriousPoor360034.3
May 1996PoorSeriousSeriousPoor360033.6
November 1995PoorSeriousSeriousPoor360034.9
October 1994PoorSeriousPoorPoor360036.3
December 1993PoorPoorPoorPoor360038.4
October 1992PoorPoorPoorPoor360040.5
August 1990PoorPoorPoorPoor360038.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.253253000
Steel Protective Coatingsq. ft.1,7911,791000
Steel Stringerlinear ft.253253000
Steel Protective Coatingsq. ft.885885000
Deck
Reinforced Concrete Decksq. ft.12,64410,8121,2006320
Superstructure
Steel Trusslinear ft.379371521
Steel Protective Coatingsq. ft.13,0009,7502,6000650
Steel Floor Beamlinear ft.1,4521,4272500
Steel Protective Coatingsq. ft.14,21712,0522,140250
Steel Gusset Plateeach5454000
Steel Protective Coatingsq. ft.3002752500
Substructure
Reinforced Concrete Abutmentlinear ft.2702155500
Joints
Compression Jointlinear ft.27020030400
Bearings
Elastomeric Bearingeach1010000
Steel Protective Coatingsq. ft.50401000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6326003200