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CR 72 C/Red Wagon over TEN MILE CREEK

Hot Spring County, Arkansas

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Facts

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

Name:	CR 72 C/Red Wagon over TEN MILE CREEK
Structure number:	000000000013815
Location:	0.1 M E OF US 67
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.5 ft. `[8.7 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	13.1 ft. `[4.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	41 `[as of 1987]`
Truck traffic:	1% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 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 replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	46.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$218,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Poor	Poor	Poor	Satisfactory	41	46.9
December 2015	Poor	Poor	Satisfactory	Satisfactory	41	50.7
December 2014	Poor	Poor	Satisfactory	Satisfactory	41	50.7
December 2013	Poor	Poor	Satisfactory	Satisfactory	41	50.7
December 2012	Poor	Poor	Satisfactory	Satisfactory	41	50.7
December 2011	Poor	Poor	Satisfactory	Satisfactory	41	71.0
December 2010	Poor	Poor	Satisfactory	Satisfactory	41	71.0
December 2009	Poor	Poor	Satisfactory	Satisfactory	41	71.0
February 2009	Poor	Poor	Satisfactory	Satisfactory	41	71.0
January 2008	Poor	Poor	Satisfactory	Satisfactory	41	71.0
January 2007	Poor	Poor	Satisfactory	Satisfactory	41	71.0
May 2005	Poor	Poor	Satisfactory	Satisfactory	41	71.0
May 2003	Fair	Fair	Satisfactory	Satisfactory	41	73.0
April 2001	Fair	Fair	Satisfactory	Satisfactory	41	73.0
June 1999	Fair	Satisfactory	Satisfactory	Satisfactory	41	76.0
April 1997	Fair	Satisfactory	Satisfactory	Satisfactory	41	76.0
May 1995	Fair	Satisfactory	Satisfactory	Satisfactory	41	76.0
May 1993	Fair	Satisfactory	Satisfactory	Satisfactory	41	76.0
April 1991	Fair	Satisfactory	Satisfactory	Satisfactory	41	76.0

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