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

Map

Coordinates:
+39.06070, -84.42113
39°03'39" N, 84°25'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB IR 275 over KELLOGG AVENUE*W;US52*E
Structure number:3117219
Location:OVER US 52 KELLOGG AVE
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:101.4 ft. [30.9 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 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:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:77.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodFairGood1854577.9
March 2017FairGoodFairGood1854577.9
March 2016FairGoodFairGood1854577.9
April 2015FairGoodFairGood3841578.0
October 2014FairGoodFairGood3841578.0
November 2013FairGoodFairGood3841578.0
December 2012FairGoodFairGood3841578.0
September 2011FairGoodFairSatisfactory3841578.0
December 2010FairGoodFairSatisfactory3953578.0
October 2009FairGoodFairSatisfactory3953578.0
October 2008FairGoodFairSatisfactory3953578.0
November 2007FairGoodFairSatisfactory3953578.0
December 2006FairGoodFairSatisfactory3953578.0
November 2005FairGoodFairGood3098078.0
January 2005FairGoodSatisfactoryGood2847589.0
October 2003FairGoodSatisfactoryGood2847593.0
September 2002FairGoodSatisfactoryGood2847591.0
November 2001FairGoodFairGood2847580.0
November 2000FairGoodFairGood2847580.0
December 1999GoodVery GoodGoodGood2847591.0
April 1998GoodVery GoodGoodGood2847591.0
March 1996FairSatisfactoryGoodGood2847591.0
November 1994FairSatisfactoryGoodGood2420589.0
December 1992FairFairGoodGood2420588.0
October 1991FairSatisfactoryGoodVery Good2420589.0
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.1,56801,547210
Deck
Reinforced Concrete Decksq. ft.14,48813,3651,109122
Wearing Surfacessq. ft.13,8026,0027,80000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1614200
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1691452040
Reinforced Concrete Pier Caplinear ft.169169000
Joints
Assembly without Seal Jointlinear ft.29220973100
Bearings
Movable Bearingeach32022100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3923078500