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COUNTY ROAD 801 over BRANCH OF ORANGE CREEK

Map

Coordinates:
+40.94155, -82.28246
40°56'30" N, 82°16'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 801 over BRANCH OF ORANGE CREEK
Structure number:0334499
Location:1.14 M N OF SR 58
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.0 ft. [13.4 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1981
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:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,578 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:71.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorGoodPoorVery Good157871.5
May 2016FairVery GoodFairVery Good118787.7
June 2015FairVery GoodFairVery Good157887.6
October 2014FairVery GoodSatisfactoryVery Good157898.6
October 2013FairVery GoodSatisfactoryVery Good81099.8
October 2012FairVery GoodSatisfactoryVery Good81099.8
December 2011FairVery GoodSatisfactoryVery Good81099.8
November 2010FairVery GoodSatisfactoryVery Good81099.8
November 2009GoodVery GoodGoodVery Good81099.8
October 2008GoodVery GoodGoodVery Good81099.8
October 2007GoodVery GoodVery GoodVery Good81099.8
October 2006GoodVery GoodVery GoodVery Good81099.8
September 2005GoodVery GoodVery GoodVery Good81099.8
May 2004GoodVery GoodVery GoodVery Good81099.8
June 2002GoodVery GoodVery GoodVery Good81099.8
September 2000GoodVery GoodVery GoodVery Good81099.8
September 1999GoodVery GoodVery GoodVery Good81099.8
September 1998GoodVery GoodVery GoodVery Good81099.8
August 1996GoodVery GoodVery GoodVery Good81099.8
August 1995GoodVery GoodVery GoodVery Good81099.8
August 1994GoodVery GoodExcellentExcellent81099.8
June 1993GoodVery GoodExcellentExcellent81099.8
May 1992GoodVery GoodExcellentExcellent81099.8
July 1991GoodVery GoodExcellentExcellent81099.8