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SH 16/Cleburne Co. over DEVILS FORK-GR FR LK

Cleburne County, Arkansas

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Facts

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

Name:	SH 16/Cleburne Co. over DEVILS FORK-GR FR LK
Structure number:	000000000003301
Location:	1.3 MI S OF EDGEMONT
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	350.1 ft. `[106.7 m]`
Total length:	1391.1 ft. `[424.0 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,100 `[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:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Good	Good	3100	82.7
November 2016	Good	Good	Very Good	Good	2600	84.4
November 2014	Good	Good	Very Good	Good	2600	84.4
November 2012	Good	Good	Very Good	Good	2900	83.4
November 2010	Good	Good	Very Good	Good	2900	83.4
October 2008	Good	Good	Very Good	Good	2900	83.4
October 2006	Good	Good	Very Good	Good	2700	84.0
December 2004	Good	Good	Very Good	Good	2500	84.7
November 2002	Good	Good	Very Good	Good	2800	83.7
September 2000	Good	Good	Very Good	Good	1900	87.7
July 1998	Good	Good	Very Good	Good	1900	87.7
July 1996	Fair	Good	Very Good	Satisfactory	2200	85.7
August 1994	Fair	Good	Very Good	Satisfactory	1005	90.6
August 1992	Good	Very Good	Very Good	Good	1005	90.6
July 1990	Good	Very Good	Very Good	Very Good	2464	84.8

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	5,556	5,530	26	0	0
Deck
Reinforced Concrete Deck	sq. ft.	48,546	42,646	1,100	4,800	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	180	119	23	38	0
Reinforced Concrete Abutment	linear ft.	113	113	0	0	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Fixed Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,782	2,338	444	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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