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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 2015 

Status:Open, no restriction [A]
Average daily traffic:4,850 [as of 1977]
Deck condition:Good [7 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]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201599.6Not deficientGoodGoodGood4850
November 201499.6Not deficientGoodGoodGood4850
May 201399.5Not deficientGoodSatisfactorySatisfactory4850
June 201299.5Not deficientGoodSatisfactorySatisfactory4850
June 201199.5Not deficientGoodSatisfactorySatisfactory4850
June 201099.5Not deficientGoodSatisfactorySatisfactory4850
September 200799.6Not deficientGoodGoodGood4850
July 200699.6Not deficientGoodGoodGood4850
July 200499.6Not deficientGoodGoodGood4850
December 200299.6Not deficientGoodGoodGood4850
October 200199.5Not deficientGoodGoodGood4850
November 200099.5Not deficientGoodGoodGood4850
September 199899.5Not deficientGoodGoodGood4850
October 199799.5Not deficientGoodGoodGood4850
November 199699.5Not deficientGoodGoodGood4850
August 199599.6Not deficientGoodGoodGood4850
October 199499.6Not deficientGoodVery GoodGood4850
November 199399.6Not deficientGoodVery GoodGood4850
October 199299.6Not deficientGoodVery GoodGood4850
December 199199.6Not deficientGoodVery GoodGood4850