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GRAND AVE over LONG ISLAND RR-ML

Map

Coordinates:
+40.73383, -73.88355
40°44'02" N, 73°53'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRAND AVE over LONG ISLAND RR-ML
Structure number:000000002247180
Location:IN ELMHURST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1981
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,229 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:94.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,892,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory922994.2
October 2014FairSatisfactorySatisfactorySatisfactory922994.2
October 2012FairSatisfactorySatisfactorySatisfactory920094.2
December 2010FairSatisfactorySatisfactorySatisfactory977094.1
October 2008FairSatisfactorySatisfactorySatisfactory977094.1
October 2006FairSatisfactorySatisfactorySatisfactory1798292.5
May 2004FairSatisfactorySatisfactorySatisfactory1798292.5
July 2002FairSatisfactorySatisfactorySatisfactory1798292.5
July 2000FairSatisfactorySatisfactorySatisfactory1798296.6
June 1998FairSatisfactorySatisfactorySatisfactory1798276.7
September 1996Fair-SatisfactoryFair1290065.3
July 1994Fair-SatisfactoryFair1290065.5
April 1992Fair-Very GoodFair1290065.5
August 1990Fair-Very GoodFair1290065.5

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.1,8371,837000
Deck
Prestressed Concrete Top Flangesq. ft.4,5454,34020500
Wearing Surfacessq. ft.4,5454,34020500
Substructure
Steel Columneach80800
Reinforced Concrete Pier Walllinear ft.176017060
Reinforced Concrete Abutmentlinear ft.29214614150
Steel Pier Caplinear ft.164016400
Joints
Compression Jointlinear ft.164001622
Bearings
Elastomeric Bearingeach120012000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.186018600
Steel Protective Coatingsq. ft.674067400
Reinforced Concrete Bridge Raillinear ft.186018600