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SH 57 S-2 LM 5.68 over SAND CREEK

Columbia County, Arkansas

Facts

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

Name:	SH 57 S-2 LM 5.68 over SAND CREEK
Structure number:	0000000000A0991
Location:	5.68 MI SE OUACHITA CO LI
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	18.0 ft. `[5.5 m]`
Total length:	54.1 ft. `[16.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
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:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	390 `[as of 2014]`
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	66.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Good	Good	Satisfactory	390	66.2
February 2016	Good	Good	Good	Good	430	65.1
February 2014	Good	Good	Good	Good	430	65.1
February 2012	Good	Good	Good	Good	380	66.2
February 2010	Good	Good	Good	Good	380	61.1
February 2008	Good	Good	Good	Good	470	59.9
March 2006	Good	Good	Good	Good	470	59.9
April 2004	Good	Good	Good	Good	470	59.9
April 2002	Good	Good	Good	Good	480	59.7
May 2000	Good	Good	Good	Good	450	59.7
April 1998	Good	Good	Good	Good	450	59.7
April 1996	Good	Good	Good	Good	235	65.7
April 1994	Good	Good	Good	Good	235	65.2
May 1992	Good	Good	Good	Good	235	65.2
April 1990	Good	Good	Good	Good	726	56.2

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Pile	each	6	6	0	0	0
Reinforced Concrete Pier Cap	linear ft.	108	106	0	2	0
Joints
Pourable Joint	linear ft.	106	106	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	108	108	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	1,431	1,403	28	0	0
Wearing Surfaces	sq. ft.	1,242	1,170	72	0	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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