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CR10/Cleburne Co. over BEAVER CREEK

Cleburne County, Arkansas

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR10/Cleburne Co. over BEAVER CREEK
Structure number:000000000020059
Location:.55 NO JCT SH 25
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:12.8 ft. [3.9 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1981
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:49 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:56.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$226,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodGoodFair4956.8
October 2016FairGoodGoodSatisfactory4965.2
October 2014FairGoodGoodSatisfactory4965.2
October 2012FairGoodGoodSatisfactory4954.7
October 2010FairGoodGoodSatisfactory4954.7
October 2008FairGoodGoodSatisfactory4954.7
October 2006FairGoodGoodSatisfactory4954.7
October 2004FairGoodGoodSatisfactory4954.7
October 2002FairGoodGoodSatisfactory4954.5
October 2000FairGoodGoodSatisfactory4954.5
October 1998FairGoodGoodSatisfactory4954.5
October 1996FairSatisfactoryGoodSatisfactory4952.5
October 1994FairSatisfactoryGoodSatisfactory4952.5
November 1992FairSatisfactoryGoodSatisfactory4959.6
December 1990FairGoodGoodSatisfactory4959.6