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US 52 over C351*W(KELLOGG AVENUE)

Map

Coordinates:
+39.04833, -84.38889
39°02'54" N, 84°23'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 52 over C351*W(KELLOGG AVENUE)
Structure number:3105857
Location:.7 MI E OF IR 275
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.0 ft. [19.8 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1974
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:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,323 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:89.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201689.4FairSatisfactoryGoodGoodFO15323
August 201589.6FairSatisfactoryGoodGoodFO12930
October 201489.6FairSatisfactoryGoodGoodFO12930
September 201389.6FairSatisfactoryGoodGoodFO12930
December 201287.6FairSatisfactoryGoodGoodFO12930
November 201187.6FairSatisfactoryGoodGoodFO12930
July 201087.4FairSatisfactorySatisfactorySatisfactoryFO15340
August 200987.4FairSatisfactorySatisfactorySatisfactoryFO15340
October 200887.4FairSatisfactorySatisfactorySatisfactoryFO15340
November 200787.4FairSatisfactorySatisfactorySatisfactoryFO15340
September 200687.4FairSatisfactorySatisfactorySatisfactoryFO15340
July 200587.8GoodGoodGoodGoodFO11415
February 200587.8GoodGoodGoodGoodFO11415
January 200488.0GoodGoodGoodGoodFO10023
December 200288.0GoodGoodGoodGoodFO10023
November 200188.0GoodGoodGoodGoodFO10023
October 200089.9GoodGoodGoodGoodFO10023
October 199989.9GoodGoodGoodGoodFO10023
November 199889.9GoodGoodGoodGoodFO10023
January 199789.9GoodGoodGoodGoodFO10023
June 199689.9GoodGoodGoodGoodFO10023
December 199490.1FairSatisfactoryGoodGoodFO10460
December 199290.1GoodGoodGoodGoodFO10460
October 199190.1GoodVery GoodGoodGoodFO10460
February 199190.1FairSatisfactorySatisfactoryGoodFO10460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,8121,55226000
Deck
Reinforced Concrete Decksq. ft.13,5424,8398,6503914
Wearing Surfacessq. ft.12,9016,1766,5002250
Substructure
Reinforced Concrete Columneach1210200
Reinforced Concrete Abutmentlinear ft.2161912500
Reinforced Concrete Pier Caplinear ft.216216000
Joints
Assembly without Seal Jointlinear ft.164164000
Bearings
Movable Bearingeach48321600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3142397500