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RTE I278 over ROSEDALE AVENUE

Map

Coordinates:
+40.82508, -73.86762
40°49'30" N, 73°52'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over ROSEDALE AVENUE
Structure number:000000001075789
Location:1.7 MI W I878+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:93.8 ft. [28.6 m]
Total length:898.0 ft. [273.7 m]
Roadway width between curbs:104.7 ft. [31.9 m]
Deck width edge-to-edge:109.6 ft. [33.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1968
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: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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:86,143 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$124,572,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairFairFair8614376.5
October 2014FairFairFairFair8614377.2
October 2012FairFairFairFair8610077.2
October 2010FairFairFairFair8412077.4
October 2008FairFairFairFair8412077.4
October 2006FairFairFairFair8616777.2
November 2004FairFairFairSatisfactory9318976.8
December 2002FairFairFairSatisfactory9899474.3
November 2000FairFairFairFair9899474.3
November 1998FairFairFairSatisfactory9776574.4
December 1996PoorPoorPoorPoor7988647.9
December 1994PoorPoorPoorPoor7988648.3
October 1992PoorPoorPoorPoor10599847.9
August 1990PoorPoorPoorPoor10599847.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,8803,880000
Steel Protective Coatingsq. ft.34,21833,71800500
Reinforced Concrete Girder/Beamlinear ft.4,4804,480000
Deck
Reinforced Concrete Decksq. ft.26,55223,25203,3000
Wearing Surfacessq. ft.22,79517,79505,0000
Reinforced Concrete Top Flangesq. ft.35,03625,83609,2000
Wearing Surfacessq. ft.27,35622,85604,5000
Substructure
Reinforced Concrete Columneach8886020
Reinforced Concrete Pier Walllinear ft.1,6101,5450650
Reinforced Concrete Abutmentlinear ft.216216000
Reinforced Concrete Pier Caplinear ft.2,3591,60107580
Joints
Compression Jointlinear ft.87769001870
Bearings
Movable Bearingeach3232000
Steel Protective Coatingsq. ft.240240000
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.8080000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,7911,28800503
Steel Protective Coatingsq. ft.2,3852,385000
Reinforced Concrete Bridge Raillinear ft.2,6851,84308420
Deck
Reinforced Concrete Slabsq. ft.36,63618,086018,5500
Wearing Surfacessq. ft.28,27826,27802,0000