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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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:14,688 [as of 1997]
Truck traffic:5% 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:93.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201593.8Not deficientVery GoodVery GoodSatisfactory14688
January 201593.8Not deficientVery GoodVery GoodSatisfactory14688
January 201493.8Not deficientVery GoodVery GoodSatisfactory14688
January 201393.8Not deficientVery GoodVery GoodSatisfactory14688
January 201293.8Not deficientVery GoodVery GoodSatisfactory14688
November 201093.8Not deficientVery GoodVery GoodSatisfactory14688
January 201094.8Not deficientVery GoodVery GoodSatisfactory14688
December 200894.8Not deficientVery GoodVery GoodGood14688
December 200794.8Not deficientVery GoodVery GoodGood14688
December 200694.8Not deficientVery GoodVery GoodGood14688
November 200594.8Not deficientVery GoodVery GoodGood14688
November 200494.8Not deficientVery GoodVery GoodGood14688
October 200394.8Not deficientVery GoodVery GoodGood14688
September 200294.8Not deficientVery GoodVery GoodGood14688
October 200194.8Not deficientVery GoodVery GoodGood14688
September 200094.8Not deficientVery GoodVery GoodGood14688
October 199994.8Not deficientVery GoodVery GoodGood14688
December 199894.8Not deficientVery GoodVery GoodGood14688
October 199694.8Not deficientVery GoodVery GoodGood14688
August 199595.0Not deficientVery GoodVery GoodVery Good13050
October 199495.0Not deficientVery GoodVery GoodVery Good13050
October 199395.0Not deficientVery GoodVery GoodVery Good13050
November 199295.3Not deficientGoodVery GoodVery Good12300
November 199195.3Not deficientGoodVery GoodVery Good12300