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ANDREWS AVENUE over LG IS/N.Y.& ATLAN

Map

Coordinates:
+40.71536, -73.90744
40°42'55" N, 73°54'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANDREWS AVENUE over LG IS/N.Y.& ATLAN
Structure number:000000002247530
Location:IN MASPETH
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,642 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,710,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodExcellentExcellent564274.6
September 2015GoodVery GoodExcellentExcellent-93.0
September 2013GoodExcellentExcellentExcellent218674.9
September 2011GoodExcellentExcellentExcellent218674.9
September 2009GoodExcellentExcellentExcellent218674.9
September 2007GoodExcellentExcellentExcellent218674.9
June 2005GoodExcellentExcellentExcellent218673.9
March 2005PoorPoorFairFair218624.3
June 2003PoorPoorFairFair218624.3
August 2002FairFairFairFair218624.3
August 2001FairFairFairFair218628.6
June 2000PoorPoorFairFair218626.5
May 1999PoorPoorSeriousSerious218616.8
June 1998PoorPoorFairPoor150017.5
August 1997PoorPoorFairSerious150017.5
November 1996PoorPoorSeriousSerious150016.0
October 1995PoorPoorSeriousSerious150016.6
June 1994PoorPoorSeriousSerious150016.6
November 1993PoorPoorPoorPoor150037.6
July 1992PoorPoorPoorPoor150037.6
November 1991PoorPoorPoorPoor150044.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.248248000
Steel Protective Coatingsq. ft.3,0222,87115100
Steel Stringerlinear ft.310310000
Steel Protective Coatingsq. ft.1,5161,36515100
Steel Floor Beamlinear ft.185185000
Steel Protective Coatingsq. ft.1,1161,116000
Substructure
Reinforced Concrete Abutmentlinear ft.9696000
Deck
Concrete Filled Grid Decksq. ft.3,1002,94515500
Wearing Surfacessq. ft.1,4631,3907300
Joints
Compression Jointlinear ft.96861000
Bearings
Elastomeric Bearingeach88000
Steel Protective Coatingsq. ft.88000