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SH 98 S-1 LM 5.21 over BIG CREEK

Columbia County, Arkansas

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Facts

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

Name:	SH 98 S-1 LM 5.21 over BIG CREEK
Structure number:	000000000001358
Location:	2.76 MI W JCT OF US 79
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	289.1 ft. `[88.1 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:	1936
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:	9
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	69.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Fair	Satisfactory	1000	69.0
July 2015	Fair	Satisfactory	Fair	Satisfactory	950	69.0
January 2015	Fair	Good	Fair	Satisfactory	950	69.0
July 2013	Fair	Good	Fair	Satisfactory	1200	68.9
January 2013	Fair	Good	Fair	Satisfactory	1200	68.9
January 2011	Fair	Good	Fair	Satisfactory	1200	68.9
January 2009	Poor	Good	Poor	Satisfactory	1200	52.5
February 2007	Fair	Good	Satisfactory	Satisfactory	1100	59.8
January 2005	Fair	Good	Satisfactory	Satisfactory	1200	59.7
January 2003	Fair	Good	Satisfactory	Satisfactory	1300	59.4
February 2001	Fair	Good	Good	Satisfactory	1300	59.4
February 1999	Fair	Good	Good	Satisfactory	1300	59.4
January 1997	Fair	Good	Good	Satisfactory	530	61.1
January 1995	Fair	Good	Good	Satisfactory	530	74.2
February 1993	Good	Good	Good	Good	530	74.2
January 1991	Good	Good	Good	Good	2071	69.1

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.	1,445	0	1,445	0	0
Steel Protective Coating	sq. ft.	8,800	1,827	6,973	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,370	6,183	1,187	0	0
Wearing Surfaces	sq. ft.	6,936	6,936	0	0	0
Substructure
Reinforced Concrete Pile	each	32	20	12	0	0
Reinforced Concrete Pier Cap	linear ft.	240	232	0	8	0
Joints
Assembly without Seal Joint	linear ft.	212	212	0	0	0
Bearings
Movable Bearing	each	45	0	27	18	0
Fixed Bearing	each	45	0	27	18	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	578	565	13	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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