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ASTORIA BOULEVARD over RTE I278

Map

Coordinates:
+40.76594, -73.89344
40°45'57" N, 73°53'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASTORIA BOULEVARD over RTE I278
Structure number:000000001072010
Location:JCT OF GCP & BQE EAST LEG
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.7 ft. [18.2 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:36,255 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:44.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,875,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorPoorFair3625544.8
June 2016PoorPoorPoorFair3650033.0
July 2015PoorSeriousPoorFair3554025.6
July 2014PoorPoorFairFair3554061.2
August 2013PoorPoorFairFair3554061.2
August 2012PoorPoorFairFair3550061.2
October 2011PoorPoorFairFair1753062.6
September 2010PoorPoorFairFair1753062.6
August 2009PoorPoorFairFair4136460.7
September 2008PoorPoorFairFair1753062.6
August 2006PoorPoorSatisfactoryFair1753062.6
August 2004PoorPoorSatisfactoryFair1753062.6
August 2002PoorPoorSatisfactoryFair879163.3
June 2001PoorPoorSatisfactoryFair879162.3
April 2000PoorPoorFairPoor879148.0
June 1999PoorPoorFairPoor879148.0
August 1998PoorPoorFairSerious2034127.2
July 1997PoorPoorPoorPoor2034146.6
July 1996PoorPoorPoorPoor203413.3
June 1995PoorPoorPoorPoor1612029.2
August 1994PoorPoorPoorPoor1612029.2
August 1992PoorSeriousPoorSerious161202.4
October 1990PoorPoorPoorPoor1612039.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1374282130
Steel Protective Coatingsq. ft.1,0962745482740
Steel Stringerlinear ft.429125257425
Steel Protective Coatingsq. ft.1,287386515258128
Deck
Reinforced Concrete Decksq. ft.3,4321,0301,7166860
Wearing Surfacessq. ft.2,52001,2601,2600
Superstructure
Steel Floor Beamlinear ft.12701001215
Steel Protective Coatingsq. ft.38100191190
Substructure
Reinforced Concrete Abutmentlinear ft.2242031920
Bearings
Movable Bearingeach1211010
Steel Protective Coatingsq. ft.122820
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.122820
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120060600
Steel Protective Coatingsq. ft.772007720