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ASTORIA BOULEVARD over RTE I278, RTE I278, 47TH

Map

Coordinates:
+40.76752, -73.90425
40°46'03" N, 73°54'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASTORIA BOULEVARD over RTE I278, RTE I278, 47TH
Structure number:000000002230810
Location:1 MI NW JCT I278 & SH 25A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.8 ft. [17.0 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1941
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:21,647 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:53.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,995,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorSatisfactoryFair2164753.5
May 2015PoorPoorSatisfactoryFair1800853.5
March 2014PoorPoorSatisfactoryFair1800853.5
May 2013PoorPoorSatisfactoryFair1800853.5
March 2012PoorPoorSatisfactoryFair1800853.5
August 2011PoorPoorSatisfactoryFair1800853.5
April 2010PoorPoorSatisfactoryFair1800853.5
May 2009PoorPoorSatisfactoryFair1653653.5
January 2008PoorPoorSatisfactoryFair1653653.5
January 2006PoorPoorSatisfactoryFair1800853.5
March 2004PoorPoorSatisfactoryFair1800846.2
June 2002PoorPoorSatisfactoryFair1800846.0
March 2000FairFairSatisfactoryFair1800848.0
June 1998FairFairFairSatisfactory1800848.0
May 1996PoorPoorFairPoor1173430.9
April 1994PoorPoorFairPoor2270030.9
April 1992PoorPoorFairPoor2270030.9
June 1990PoorPoorFairPoor2270030.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,5691,169390100
Steel Protective Coatingsq. ft.4,3162,6781,1604780
Deck
Reinforced Concrete Decksq. ft.8,1812,6545,3182090
Wearing Surfacessq. ft.5,48902,6432,746100
Superstructure
Steel Floor Beamlinear ft.1592891400
Steel Protective Coatingsq. ft.394096197101
Substructure
Steel Columneach126600
Reinforced Concrete Abutmentlinear ft.102791760
Bearings
Movable Bearingeach2301490
Steel Protective Coatingsq. ft.2308150
Fixed Bearingeach80080
Steel Protective Coatingsq. ft.80044
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.32684232100
Steel Protective Coatingsq. ft.1,2841,001217660