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CR 613 Carroll over BRANCH OF YOCUM CREEK

Map

Coordinates:
+36.34204, -93.45821
36°20'31" N, 93°27'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 613 Carroll over BRANCH OF YOCUM CREEK
Structure number:000000000010930
Location:.23MI N JCT. US HWY 62
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.1 ft. [4.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:81 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory8148.0
March 2016FairSatisfactoryGoodSatisfactory8148.0
March 2015FairSatisfactoryGoodSatisfactory8148.0
March 2014FairGoodGoodSatisfactory8148.0
March 2013FairGoodGoodSatisfactory8148.0
March 2012FairGoodGoodSatisfactory8148.0
March 2011FairGoodGoodSatisfactory8148.0
April 2009FairGoodGoodSatisfactory8148.0
May 2008FairGoodGoodSatisfactory8148.0
May 2007FairGoodGoodSatisfactory8148.0
May 2006FairGoodGoodSatisfactory8148.0
May 2005FairGoodGoodSatisfactory8148.0
May 2004FairGoodGoodSatisfactory8148.0
June 2003FairGoodGoodSatisfactory8147.8
June 2002FairGoodGoodSatisfactory8147.8
June 2001FairGoodGoodSatisfactory8147.8
June 2000FairGoodGoodSatisfactory8147.8
May 1999FairGoodGoodSatisfactory8147.8
May 1998FairGoodGoodSatisfactory8147.8
May 1997FairGoodSatisfactorySatisfactory8147.8
March 1996FairGoodSatisfactorySatisfactory8147.8
February 1995FairGoodSatisfactorySatisfactory8147.8
February 1993FairGoodSatisfactorySatisfactory8147.8
February 1992FairGoodSatisfactoryGood8148.2
February 1991FairGoodSatisfactoryGood8144.9