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COUNTY ROAD 23 over BEAN CREEK OVERFLOW

Map

Coordinates:
+41.60771, -84.30732
41°36'28" N, 84°18'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 23 over BEAN CREEK OVERFLOW
Structure number:2634856
Location:0.5 MI. N. OF C.R. J
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1982
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:651 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryGood65193.9
November 2017FairSatisfactorySatisfactoryGood65193.9
November 2016FairSatisfactorySatisfactoryGood65193.9
November 2015FairSatisfactorySatisfactoryGood65193.9
November 2014GoodGoodGoodGood84288.4
November 2013GoodGoodGoodGood84288.4
October 2012GoodGoodGoodGood84288.4
January 2012GoodGoodVery GoodVery Good84289.4
October 2010GoodGoodVery GoodVery Good84289.4
October 2009GoodGoodVery GoodVery Good84289.4
November 2008GoodGoodVery GoodVery Good84289.4
October 2007GoodGoodVery GoodVery Good78089.4
December 2006GoodGoodVery GoodVery Good78089.4
October 2004GoodGoodVery GoodVery Good78089.4
October 2003GoodGoodVery GoodVery Good78089.4
November 2002GoodGoodVery GoodVery Good78089.4
November 2001GoodGoodVery GoodVery Good78089.4
November 1999GoodGoodVery GoodVery Good78089.4
November 1998GoodGoodVery GoodVery Good93189.4
October 1997GoodVery GoodVery GoodVery Good40097.9
November 1996GoodVery GoodVery GoodVery Good40097.9
November 1995GoodVery GoodVery GoodVery Good40097.9
December 1994GoodVery GoodVery GoodVery Good40097.9
November 1993GoodGoodVery GoodVery Good40097.9
November 1992GoodGoodVery GoodVery Good40097.9
December 1991GoodGoodVery GoodVery Good40097.9