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SH 27 over Prairie Creek

Yell County, Arkansas

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Facts

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

Name:	SH 27 over Prairie Creek
Structure number:	000000000002950
Location:	2.98 MI NE JCT OF SH 10
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	84.0 ft. `[25.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
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: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,700 `[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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	64.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$711,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Good	Satisfactory	4700	64.3
May 2015	Fair	Good	Good	Satisfactory	4100	65.0
May 2013	Fair	Good	Good	Satisfactory	4100	50.9
May 2011	Fair	Good	Good	Satisfactory	5200	49.3
April 2009	Fair	Good	Good	Satisfactory	5200	49.3
April 2007	Fair	Good	Good	Satisfactory	5400	49.0
April 2005	Fair	Good	Good	Satisfactory	5200	49.3
April 2003	Good	Very Good	Very Good	Very Good	5500	48.7
June 2001	Good	Very Good	Very Good	Very Good	4500	50.1
May 1999	Good	Very Good	Very Good	Very Good	4500	50.1
June 1997	Fair	Very Good	Very Good	Satisfactory	1855	56.0
June 1996	Good	Very Good	Very Good	Good	1855	56.0
June 1994	Good	Very Good	Very Good	Good	1855	56.0
June 1992	Good	Very Good	Very Good	Good	1855	56.0
May 1990	Good	Very Good	Very Good	Very Good	3218	51.9

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
Steel Column	each	8	0	5	3	0
Reinforced Concrete Abutment	linear ft.	58	58	0	0	0
Reinforced Concrete Pier Cap	linear ft.	58	29	29	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	168	168	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,394	2,394	0	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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