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WB IR 275 over KELLOGG AVENUE*W;US52*E

Map

Coordinates:
+39.06036, -84.42089
39°03'37" N, 84°25'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB IR 275 over KELLOGG AVENUE*W;US52*E
Structure number:3117200
Location:OVER US 52 KELLOGG AVE
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.0 ft. [31.1 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Other [9]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,545 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodFairSatisfactory1854578.0
March 2017FairGoodFairSatisfactory1854578.0
March 2016FairGoodFairSatisfactory1854578.0
April 2015FairGoodFairSatisfactory3841578.0
October 2014FairGoodFairSatisfactory3841578.0
November 2013FairGoodFairGood3841578.0
December 2012FairGoodFairGood3841578.0
September 2011FairGoodFairGood3841578.0
December 2010FairGoodFairSatisfactory3953578.0
October 2009FairGoodFairGood3953578.0
October 2008FairGoodFairSatisfactory3953578.0
November 2007FairGoodFairSatisfactory3953578.0
December 2006PoorGoodPoorGood3953562.0
November 2005FairGoodFairVery Good3098078.0
January 2005FairGoodSatisfactoryVery Good2847589.0
October 2003FairGoodSatisfactoryVery Good2847593.0
September 2002FairGoodSatisfactoryVery Good2847591.0
November 2000FairGoodFairGood2847580.0
December 1999GoodGoodGoodGood2847591.0
April 1998GoodGoodGoodVery Good2847591.0
March 1996FairSatisfactoryGoodGood2847591.0
November 1994FairSatisfactorySatisfactorySatisfactory2420589.0
December 1992FairFairFairSatisfactory2420577.0
October 1991FairSatisfactorySatisfactoryGood2420589.0
January 1991FairSatisfactorySatisfactoryGood2420589.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,12201,087350
Deck
Reinforced Concrete Decksq. ft.10,5349,2201,2941010
Wearing Surfacessq. ft.10,0985,9954,09670
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1221000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1291081830
Reinforced Concrete Pier Caplinear ft.129129000
Joints
Assembly without Seal Jointlinear ft.224022400
Bearings
Movable Bearingeach2484120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3742898050