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NEW YORK AVENUE over ANACOSTIA RIVER

Map

Coordinates:
+38.91806, -76.94338
38°55'05" N, 76°56'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEW YORK AVENUE over ANACOSTIA RIVER
Structure number:0076
Location:NEW YORK AV-ANACOSTIA RIV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:110.9 ft. [33.8 m]
Total length:537.8 ft. [163.9 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:96.5 ft. [29.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:116,100 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodGoodSatisfactory11610077.2
December 2015FairGoodGoodSatisfactory11610077.2
December 2013FairGoodGoodSatisfactory11610080.2
December 2011FairGoodFairFair11610069.2
January 2010FairGoodGoodFair11610069.2
January 2008GoodGoodGoodGood12000080.2
May 2005FairGoodGoodSatisfactory12000080.2
January 2003FairGoodGoodSatisfactory12000085.0
June 1999FairGoodGoodSatisfactory12000085.0
January 1997FairGoodGoodSatisfactory12000085.0
August 1994FairGoodGoodSatisfactory12000085.0
July 1992GoodGoodGoodGood12000085.0
July 1990GoodGoodGoodGood12000085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,4612,461000
Steel Girder/Beamlinear ft.3,2712,981275150
Steel Protective Coatingsq. ft.50,00027,50022,50000
Prestressed Concrete Girder/Beamlinear ft.246246000
Steel Stringerlinear ft.1,6571,657000
Steel Protective Coatingsq. ft.2,7502,750000
Deck
Reinforced Concrete Decksq. ft.51,88851,8780100
Superstructure
Steel Floor Beamlinear ft.1,7201,6823800
Steel Protective Coatingsq. ft.2,7502,750000
Substructure
Reinforced Concrete Pier Walllinear ft.26218641350
Reinforced Concrete Abutmentlinear ft.240117113100
Joints
Strip Seal Jointlinear ft.500296150540
Compression Jointlinear ft.250177301627
Bearings
Elastomeric Bearingeach8888000
Movable Bearingeach3262330
Steel Protective Coatingsq. ft.3202705000
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.3202705000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1551,1400150
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.1,6131,52762240