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SH 109 over ARKANSAS RIVER

Logan County, Arkansas

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Facts

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

Name:	SH 109 over ARKANSAS RIVER
Structure number:	000000000005600
Location:	1.5 MI SO JCT 194
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	410.1 ft. `[125.0 m]`
Total length:	8537.5 ft. `[2602.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Vertical clearance below bridge:	49.2 ft. `[15.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1980
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,900 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	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:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	68.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Good	Satisfactory	Good	3900	68.2
April 2016	Fair	Good	Satisfactory	Good	3800	68.6
May 2014	Fair	Good	Satisfactory	Good	3800	68.6
April 2012	Fair	Good	Satisfactory	Good	3800	68.6
March 2010	Fair	Good	Satisfactory	Good	3800	68.6
March 2008	Fair	Good	Satisfactory	Good	3800	68.6
April 2006	Fair	Good	Satisfactory	Good	4800	67.9
February 2004	Fair	Good	Satisfactory	Good	4600	67.9
January 2002	Fair	Good	Satisfactory	Good	4300	67.9
October 1999	Good	Good	Good	Good	4300	67.9
August 1997	Good	Good	Good	Good	3500	69.7
March 1995	Good	Good	Good	Good	1885	83.7
April 1993	Good	Good	Good	Good	1885	83.7
November 1990	Good	Very Good	Very Good	Very Good	1642	84.6

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.	31,640	26,728	4,891	1	20
Steel Stringer	linear ft.	1,860	1,439	421	0	0
Deck
Reinforced Concrete Deck	sq. ft.	278,804	211,632	67,172	0	0
Superstructure
Steel Floor Beam	linear ft.	990	890	100	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	573	569	0	4	0
Reinforced Concrete Abutment	linear ft.	104	98	0	6	0
Reinforced Concrete Pier Cap	linear ft.	1,580	1,349	226	5	0
Bearings
Movable Bearing	each	188	181	4	3	0
Fixed Bearing	each	96	89	7	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	17,074	11,130	5,882	62	0

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Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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