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WB 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: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:14.8 ft. [4.5 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: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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201678.0FairGoodFairSatisfactoryFO18545
April 201578.0FairGoodFairSatisfactoryFO38415
October 201478.0FairGoodFairSatisfactoryFO38415
November 201378.0FairGoodFairGoodFO38415
December 201278.0FairGoodFairGoodFO38415
September 201178.0FairGoodFairGoodFO38415
December 201078.0FairGoodFairSatisfactoryFO39535
October 200978.0FairGoodFairGoodFO39535
October 200878.0FairGoodFairSatisfactoryFO39535
November 200778.0FairGoodFairSatisfactoryFO39535
December 200662.0PoorGoodPoorGoodSD39535
November 200578.0FairGoodFairVery GoodFO30980
January 200589.0FairGoodSatisfactoryVery GoodFO28475
October 200393.0FairGoodSatisfactoryVery Good-28475
September 200291.0FairGoodSatisfactoryVery Good-28475
November 200080.0FairGoodFairGood-28475
December 199991.0GoodGoodGoodGood-28475
April 199891.0GoodGoodGoodVery Good-28475
March 199691.0FairSatisfactoryGoodGood-28475
November 199489.0FairSatisfactorySatisfactorySatisfactoryFO24205
December 199277.0FairFairFairSatisfactoryFO24205
October 199189.0FairSatisfactorySatisfactoryGoodFO24205
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.1,12201,12200
Deck
Reinforced Concrete Decksq. ft.10,5349,2401,29400
Wearing Surfacessq. ft.10,0986,0004,09800
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1210200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1291091820
Reinforced Concrete Pier Caplinear ft.129129000
Joints
Assembly without Seal Jointlinear ft.224022400
Bearings
Movable Bearingeach2484120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3742908040