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RTE 25 over LIRR-SP12, AMTRAK-LIRR-S

Map

Coordinates:
+40.74790, -73.93638
40°44'52" N, 73°56'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over LIRR-SP12, AMTRAK-LIRR-S
Structure number:000000002247310
Location:AT SUNNYSIDE YARD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:1060.1 ft. [323.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1910
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:19
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45,110 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$52,011,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodExcellentExcellentVery Good4511073.1
November 2014GoodExcellentExcellentVery Good4511073.1
December 2012GoodExcellentExcellentVery Good4510073.1
December 2010GoodExcellentExcellentVery Good12028468.3
December 2008GoodExcellentExcellentVery Good12028468.3
October 2006GoodExcellentExcellentVery Good5888772.2
September 2004GoodExcellentExcellentExcellent5888771.2
December 2002GoodExcellentExcellentExcellent5888749.9
October 2001FairFairSatisfactorySatisfactory5888747.0
September 2000PoorSeriousPoorFair588872.0
October 1999PoorSeriousPoorFair1692262.0
December 1998PoorSeriousPoorFair1669992.0
November 1997PoorSeriousSeriousPoor1573062.0
December 1996PoorPoorSeriousSerious1573064.0
January 1996PoorPoorSeriousSerious586004.0
July 1994PoorPoorSeriousPoor439754.0
December 1993PoorPoorSeriousPoor357314.0
December 1992PoorPoorPoorPoor6757311.0
December 1991PoorPoorSeriousSerious675734.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.10,34010,340000
Steel Protective Coatingsq. ft.90,18585,9604,22500
Substructure
Steel Columneach132132000
Steel Protective Coatingsq. ft.3,9963,9405600
Reinforced Concrete Abutmentlinear ft.1481341400
Steel Pier Caplinear ft.1,8681,868000
Steel Protective Coatingsq. ft.9,9009,8802000
Deck
Concrete Filled Grid Decksq. ft.102,887101,6521,23500
Steel Protective Coatingsq. ft.70,59069,5281,06200
Joints
Assembly with Sealeach621307267470
Bearings
Elastomeric Bearingeach240238200
Steel Protective Coatingsq. ft.2402033700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0681,89317500
Steel Protective Coatingsq. ft.7,5257,07045500
Reinforced Concrete Bridge Raillinear ft.1,9441,78016400
Masonry Bridge Raillinear ft.1241141000