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ROOSEVELT AVENUE over RTE I278, RTE I278, IRT

Map

Coordinates:
+40.74647, -73.89505
40°44'47" N, 73°53'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROOSEVELT AVENUE over RTE I278, RTE I278, IRT
Structure number:000000002230587
Location:.4 MI NE JCT I278 & SH25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.6 ft. [20.3 m]
Total length:133.9 ft. [40.8 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:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1957
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 [3]
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,199 [as of 2017]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:89.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,719,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairVery GoodVery GoodSatisfactory1219989.0
September 2015FairVery GoodVery GoodSatisfactory1200074.0
September 2013GoodExcellentExcellentVery Good1583076.0
October 2011GoodExcellentExcellentVery Good1583076.0
October 2009GoodExcellentExcellentVery Good1029476.0
December 2007GoodExcellentExcellentVery Good1029476.0
February 2006FairFairSatisfactoryFair1583063.0
February 2004FairFairSatisfactoryFair1583063.0
March 2002FairSatisfactorySatisfactoryFair1583064.0
January 2000FairSatisfactorySatisfactoryFair1583064.0
January 1998FairSatisfactorySatisfactoryFair1583064.0
February 1996PoorFairFairPoor1675649.0
January 1994PoorPoorFairPoor1600047.0
February 1992PoorPoorFairPoor1600047.0
February 1990PoorFairFairPoor1600049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1701,1125800
Steel Protective Coatingsq. ft.11,58311,00557800
Deck
Reinforced Concrete Decksq. ft.10,69910,48621300
Wearing Surfacessq. ft.5,7205,15057000
Substructure
Reinforced Concrete Pier Walllinear ft.8981800
Reinforced Concrete Abutmentlinear ft.1821513010
Joints
Compression Jointlinear ft.18213826180
Bearings
Elastomeric Bearingeach2621500
Steel Protective Coatingsq. ft.2772000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2602481200
Steel Protective Coatingsq. ft.9308844600
Reinforced Concrete Bridge Raillinear ft.2602481200