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SH 337/Cleburne Co over DITCH

Cleburne County, Arkansas

Facts

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

Name:	SH 337/Cleburne Co over DITCH
Structure number:	0000000000M3769
Location:	0.3 MI SE JCT SH 337-25
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	12.1 ft. `[3.7 m]`
Total length:	34.8 ft. `[10.6 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Year reconstructed:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,000 `[as of 2014]`
Truck traffic:	1% of total traffic
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	70.7

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
April 2017	Good	7 out of 10	2000	70.7
April 2015	Good	7 out of 10	1800	71.2
April 2013	Good	7 out of 10	1800	71.2
May 2012	Good	7 out of 10	1800	71.2
May 2010	Good	7 out of 10	1800	71.2
April 2008	Good	N out of 10	1800	90.6
June 2006	Good	N out of 10	1700	90.8
May 2004	Good	N out of 10	1700	90.8
April 2002	Good	N out of 10	2000	90.0
April 2000	Good	N out of 10	4300	84.4
April 1998	Fair	N out of 10	4300	84.4
April 1996	Good	N out of 10	740	92.4
May 1994	Good	N out of 10	740	73.7
May 1992	Good	N out of 10	740	62.5
April 1990	Good	N out of 10	198	71.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	31	0	31	0	0
Masonry Culvert	linear ft.	81	0	0	81	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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