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KELTON AVE over IR 70

Map 

Coordinates:
+39.95333, -82.95861
39°57'12" N, 82°57'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KELTON AVE over IR 70
Structure number:2504987
Location:0.08 MI E OF KELTON AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:71.5 ft. [21.8 m]
Total length:247.7 ft. [75.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,245 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:34.5 tons [31.4 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.9FairSatisfactoryVery GoodVery GoodFO7245
June 201592.6FairSatisfactoryVery GoodVery GoodFO11100
July 201492.6FairSatisfactoryVery GoodVery GoodFO11100
May 201392.6FairSatisfactoryVery GoodVery GoodFO11100
April 201292.6GoodGoodVery GoodVery GoodFO11100
June 201192.6GoodGoodVery GoodVery GoodFO11100
June 201092.6GoodGoodVery GoodVery GoodFO11100
September 200992.6GoodVery GoodVery GoodVery GoodFO11100
November 200892.6GoodVery GoodVery GoodVery GoodFO11100
October 200790.6GoodVery GoodVery GoodVery GoodFO11100
March 200690.6GoodVery GoodVery GoodVery GoodFO11100
March 200590.6GoodVery GoodVery GoodVery GoodFO11100
August 200390.6GoodVery GoodVery GoodVery GoodFO11100
September 200293.6GoodExcellentExcellentExcellentFO900
March 200080.6FairSatisfactorySatisfactoryFairFO900
December 199880.6FairSatisfactorySatisfactoryFairFO900
July 199684.6FairSatisfactorySatisfactoryFair-900
September 199582.6FairSatisfactorySatisfactoryFairFO900
August 199465.6PoorFairFairPoorSD900
June 199365.6PoorFairFairPoorSD900
June 199282.6FairSatisfactoryFairSatisfactoryFO900
May 199182.6FairSatisfactoryFairSatisfactoryFO900