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

Map

Coordinates:
+39.06028, -84.42083
39°03'37" N, 84°25'15" 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:16.7 ft. [5.1 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: March 2016

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]
Operating rating:58.1 tons [52.8 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:77.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.9FairGoodFairGoodFO18545
April 201578.0FairGoodFairGoodFO38415
October 201478.0FairGoodFairGoodFO38415
November 201378.0FairGoodFairGoodFO38415
December 201278.0FairGoodFairGoodFO38415
September 201178.0FairGoodFairSatisfactoryFO38415
December 201078.0FairGoodFairSatisfactoryFO39535
October 200978.0FairGoodFairSatisfactoryFO39535
October 200878.0FairGoodFairSatisfactoryFO39535
November 200778.0FairGoodFairSatisfactoryFO39535
December 200678.0FairGoodFairSatisfactoryFO39535
November 200578.0FairGoodFairGoodFO30980
January 200589.0FairGoodSatisfactoryGoodFO28475
October 200393.0FairGoodSatisfactoryGood-28475
September 200291.0FairGoodSatisfactoryGood-28475
November 200180.0FairGoodFairGood-28475
November 200080.0FairGoodFairGood-28475
December 199991.0GoodVery GoodGoodGood-28475
April 199891.0GoodVery GoodGoodGood-28475
March 199691.0FairSatisfactoryGoodGood-28475
November 199489.0FairSatisfactoryGoodGoodFO24205
December 199288.0FairFairGoodGoodFO24205
October 199189.0FairSatisfactoryGoodVery GoodFO24205
January 199189.0FairSatisfactorySatisfactoryGoodFO24205

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,56801,56800
Deck
Reinforced Concrete Decksq. ft.14,48813,3741,104100
Wearing Surfacessq. ft.13,8026,0027,80000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1614200
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1691561210
Reinforced Concrete Pier Caplinear ft.169169000
Joints
Assembly without Seal Jointlinear ft.2922197300
Bearings
Movable Bearingeach32122000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.392392000