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ROOSEVELT AVENUE over CSX TRANS/CP&P&W, IRT RA

Map

Coordinates:
+40.74653, -73.89446
40°44'48" N, 73°53'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROOSEVELT AVENUE over CSX TRANS/CP&P&W, IRT RA
Structure number:000000002247380
Location:AT ELMHURST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,199 [as of 2017]
Truck traffic:12% 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 corrrective action [3]
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:88.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,305,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodExcellentExcellentVery Good1219988.1
September 2015GoodExcellentExcellentVery Good1200088.1
August 2013GoodExcellentExcellentVery Good1305887.9
August 2011GoodExcellentExcellentVery Good1305887.9
September 2009GoodExcellentExcellentVery Good1029488.4
November 2007GoodExcellentExcellentVery Good1029487.4
March 2007FairSatisfactoryGoodFair1305875.6
June 2004FairSatisfactoryGoodFair1305875.6
September 2002FairSatisfactoryGoodFair1305875.6
August 2000FairSatisfactoryGoodFair1305879.7
July 1998GoodVery GoodVery GoodGood1305891.0
July 1996PoorFairSatisfactoryPoor1670061.1
May 1994PoorFairSatisfactoryPoor1670060.8
July 1992PoorFairSatisfactoryPoor1670060.8
September 1990FairFairVery GoodSatisfactory1670089.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7746977700
Steel Protective Coatingsq. ft.7,5856,82675900
Deck
Reinforced Concrete Decksq. ft.7,0786,96511300
Wearing Surfacessq. ft.3,7843,02775700
Substructure
Reinforced Concrete Pier Walllinear ft.8576900
Reinforced Concrete Abutmentlinear ft.874421220
Joints
Strip Seal Jointlinear ft.821110610
Bearings
Elastomeric Bearingeach2721600
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.172164800
Steel Protective Coatingsq. ft.6065475900
Reinforced Concrete Bridge Raillinear ft.1721551700