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RTE I278 over 17TH STREET, 3RD AVENUE

Map

Coordinates:
+40.66629, -73.99556
40°39'59" N, 73°59'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over 17TH STREET, 3RD AVENUE
Structure number:00000000106531J
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.8 ft. [23.4 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1962
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:4
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,736,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairVery GoodSatisfactorySatisfactory-79.0
October 2014FairVery GoodSatisfactorySatisfactory708179.0
October 2012FairVery GoodSatisfactorySatisfactory708175.4
November 2010FairVery GoodSatisfactorySatisfactory708175.4
June 2008FairFairFairFair708168.0
April 2006FairFairSatisfactoryFair708162.5
July 2004FairFairSatisfactoryFair708162.5
June 2002FairFairSatisfactoryFair9458962.4
February 2000FairFairSatisfactoryFair9458962.4
January 1998PoorPoorFairPoor9458946.4
March 1996PoorPoorPoorSerious9458932.5
May 1995PoorPoorPoorPoor9458949.5
July 1994PoorPoorPoorPoor9458949.5
May 1992PoorPoorPoorPoor9458949.5
August 1991PoorPoorPoorPoor9458949.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.890888110
Steel Protective Coatingsq. ft.8,4318,427040
Steel Stringerlinear ft.462462000
Steel Protective Coatingsq. ft.3,3032,70306000
Deck
Reinforced Concrete Decksq. ft.7,7487,748000
Wearing Surfacessq. ft.6,9546,954000
Superstructure
Steel Floor Beamlinear ft.285285000
Steel Protective Coatingsq. ft.1,3351,335000
Substructure
Steel Columneach66000
Steel Protective Coatingsq. ft.2,0491,436605530
Reinforced Concrete Abutmentlinear ft.2525000
Steel Pier Caplinear ft.9595000
Steel Protective Coatingsq. ft.1,10267742500
Joints
Assembly with Sealeach155155000
Bearings
Elastomeric Bearingeach1412020
Steel Protective Coatingsq. ft.9696000
Movable Bearingeach76010
Steel Protective Coatingsq. ft.58213601
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.624624000
Concrete Protective Coatingsq. ft.1,1551,155000