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I.R. 270 over ALUM CREEK

Map

Coordinates:
+39.88694, -82.91306
39°53'13" N, 82°54'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I.R. 270 over ALUM CREEK
Structure number:2514044
Location:2.72 MI S OF SR317
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Owner:State Highway Agency [01]
Year built:1968
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,266 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.1FairVery GoodSatisfactoryVery Good-48266
September 201588.9FairVery GoodSatisfactoryVery Good-30795
September 201488.9FairVery GoodSatisfactoryVery Good-30795
July 201388.9FairVery GoodSatisfactoryVery Good-30795
September 201288.9FairVery GoodSatisfactoryVery Good-30795
August 201188.9FairGoodSatisfactoryGood-30795
October 201088.7FairGoodSatisfactoryGood-32390
November 200988.7GoodGoodGoodGood-32390
November 200888.7FairGoodGoodSatisfactory-32390
October 200788.7GoodGoodGoodGood-32390
January 200689.0GoodGoodGoodGood-29800
November 200488.9GoodGoodGoodGood-30720
November 200388.9GoodGoodGoodGood-30720
October 200289.8GoodGoodGoodGood-21555
October 199989.8GoodGoodGoodGood-21555
September 199889.8GoodGoodGoodGood-21555
August 199688.7GoodGoodGoodGood-32550
November 199589.4FairGoodGoodSatisfactory-32550
October 199489.4FairGoodGoodSatisfactory-32550
August 199289.4FairGoodGoodSatisfactory-32550
July 199189.4FairGoodGoodSatisfactory-32550