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LONGWOOD AVENUE over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81531, -73.89454
40°48'55" N, 73°53'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LONGWOOD AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241159
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:84.0 ft. [25.6 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:Good
Status:Open, no restriction [A]
Average daily traffic:7,635 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:94.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,981,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood763594.6
November 2014FairGoodSatisfactorySatisfactory815092.8
October 2012FairVery GoodSatisfactorySatisfactory815092.8
November 2010FairVery GoodSatisfactorySatisfactory815092.8
July 2008GoodVery GoodGoodVery Good215694.9
July 2006GoodVery GoodGoodVery Good815093.9
August 2004GoodExcellentGoodExcellent815093.9
June 2002GoodExcellentGoodExcellent815092.5
May 2000GoodExcellentGoodExcellent815096.6
November 1998GoodExcellentExcellentExcellent815098.6
May 1996FairVery GoodVery GoodFair530065.7
April 1996PoorPoorPoorPoor530049.6
March 1995PoorPoorPoorPoor530049.6
November 1992PoorPoorPoorPoor530049.6
August 1990PoorPoorPoorPoor530049.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2891,289000
Steel Protective Coatingsq. ft.10,6009,85874200
Deck
Reinforced Concrete Decksq. ft.8,5297,77975000
Substructure
Reinforced Concrete Pier Walllinear ft.100100000
Reinforced Concrete Abutmentlinear ft.2001524080
Reinforced Concrete Pier Caplinear ft.1010000
Joints
Compression Jointlinear ft.20010001000
Bearings
Elastomeric Bearingeach3029100
Steel Protective Coatingsq. ft.9090000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.217217000
Deck
Reinforced Concrete Slabsq. ft.2,2081,6583002500