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CR 711 HAISLIP RD over CANEY CREEK

Pike County, Arkansas

Facts

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

Name:	CR 711 HAISLIP RD over CANEY CREEK
Structure number:	000000000020463
Location:	0.37 MI E OF SH 301
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	124.0 ft. `[37.8 m]`
Roadway width between curbs:	12.1 ft. `[3.7 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1984
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	4
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: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	33 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	72.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Good	Good	Satisfactory	33	72.7
July 2015	Fair	Good	Good	Satisfactory	33	72.7
July 2013	Fair	Good	Good	Satisfactory	33	72.7
October 2011	Good	Good	Good	Good	33	55.2
October 2009	Good	Good	Good	Good	33	54.2
October 2007	Good	Good	Good	Good	33	54.2
January 2006	Good	Good	Good	Good	33	54.2
January 2004	Good	Good	Good	Good	33	54.0
February 2002	Good	Very Good	Very Good	Very Good	33	54.0
January 2000	Good	Very Good	Very Good	Very Good	33	54.0
July 1997	Good	Very Good	Very Good	Very Good	33	54.0
July 1995	Good	Very Good	Very Good	Very Good	33	54.1
April 1993	Good	Very Good	Very Good	Very Good	33	54.1
May 1991	Good	Very Good	Very Good	Very Good	33	54.1

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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