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CR27/Cleburne Co. over BIG CREEK

Cleburne County, Arkansas

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CR27/Cleburne Co. over BIG CREEK
Structure number:	000000000020058
Location:	1.25 N W JCT CO 35
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	16.1 ft. `[4.9 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1965
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	55 `[as of 1987]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
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:	51.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$216,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Good	Good	55	51.4
July 2016	Fair	Satisfactory	Good	Good	55	51.4
July 2014	Fair	Satisfactory	Good	Good	55	51.4
July 2012	Fair	Satisfactory	Good	Good	55	51.4
August 2010	Fair	Satisfactory	Good	Good	55	51.4
December 2009	Fair	Satisfactory	Good	Satisfactory	55	16.1
November 2007	Fair	Satisfactory	Good	Satisfactory	55	49.7
October 2005	Fair	Satisfactory	Good	Satisfactory	55	49.7
October 2003	Fair	Satisfactory	Good	Satisfactory	55	49.5
October 2001	Fair	Satisfactory	Good	Satisfactory	55	49.5
October 1999	Fair	Satisfactory	Good	Satisfactory	55	49.5
October 1997	Fair	Satisfactory	Good	Satisfactory	55	49.5
October 1995	Fair	Satisfactory	Good	Satisfactory	55	49.5
November 1994	Fair	Satisfactory	Good	Satisfactory	55	49.5
November 1992	Fair	Satisfactory	Good	Satisfactory	55	56.5
December 1990	Fair	Good	Good	Satisfactory	55	56.5

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Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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