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REFUGEE RD over POWELL DITCH(REFUGEE RD)

Map 

Coordinates:
+39.91833, -82.83500
39°55'06" N, 82°50'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:REFUGEE RD over POWELL DITCH(REFUGEE RD)
Structure number:2534193
Location:0.1 MI WEST OF BRICE RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:County Highway Agency [02]
Year built:1980
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,612 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201695.6FairVery GoodVery GoodSatisfactory-8612
December 201593.8FairVery GoodVery GoodSatisfactory-14688
January 201593.8FairVery GoodVery GoodSatisfactory-14688
January 201493.8FairVery GoodVery GoodSatisfactory-14688
January 201393.8FairVery GoodVery GoodSatisfactory-14688
January 201293.8FairVery GoodVery GoodSatisfactory-14688
November 201093.8FairVery GoodVery GoodSatisfactory-14688
January 201094.8FairVery GoodVery GoodSatisfactory-14688
December 200894.8GoodVery GoodVery GoodGood-14688
December 200794.8GoodVery GoodVery GoodGood-14688
December 200694.8GoodVery GoodVery GoodGood-14688
November 200594.8GoodVery GoodVery GoodGood-14688
November 200494.8GoodVery GoodVery GoodGood-14688
October 200394.8GoodVery GoodVery GoodGood-14688
September 200294.8GoodVery GoodVery GoodGood-14688
October 200194.8GoodVery GoodVery GoodGood-14688
September 200094.8GoodVery GoodVery GoodGood-14688
October 199994.8GoodVery GoodVery GoodGood-14688
December 199894.8GoodVery GoodVery GoodGood-14688
October 199694.8GoodVery GoodVery GoodGood-14688
August 199595.0GoodVery GoodVery GoodVery Good-13050
October 199495.0GoodVery GoodVery GoodVery Good-13050
October 199395.0GoodVery GoodVery GoodVery Good-13050
November 199295.3GoodGoodVery GoodVery Good-12300
November 199195.3GoodGoodVery GoodVery Good-12300