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CHANTRY DRIVE over (O) POWELL CREEK

Map 

Coordinates:
+39.92333, -82.83333
39°55'24" N, 82°49'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHANTRY DRIVE over (O) POWELL CREEK
Structure number:2560208
Location:850 FT W/BRICE ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.3 ft. [12.6 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,850 [as of 1977]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:60.9 tons [55.4 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201699.6FairGoodSatisfactoryGood-4850
December 201599.6GoodGoodGoodGood-4850
November 201499.6GoodGoodGoodGood-4850
May 201399.5FairGoodSatisfactorySatisfactory-4850
June 201299.5FairGoodSatisfactorySatisfactory-4850
June 201199.5FairGoodSatisfactorySatisfactory-4850
June 201099.5FairGoodSatisfactorySatisfactory-4850
September 200799.6GoodGoodGoodGood-4850
July 200699.6GoodGoodGoodGood-4850
July 200499.6GoodGoodGoodGood-4850
December 200299.6GoodGoodGoodGood-4850
October 200199.5GoodGoodGoodGood-4850
November 200099.5GoodGoodGoodGood-4850
September 199899.5GoodGoodGoodGood-4850
October 199799.5GoodGoodGoodGood-4850
November 199699.5GoodGoodGoodGood-4850
August 199599.6GoodGoodGoodGood-4850
October 199499.6GoodGoodVery GoodGood-4850
November 199399.6GoodGoodVery GoodGood-4850
October 199299.6GoodGoodVery GoodGood-4850
December 199199.6GoodGoodVery GoodGood-4850