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US 371 SEC 6 LM9.6 over Big Creek Relief

Columbia County, Arkansas

Facts

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

Name:	US 371 SEC 6 LM9.6 over Big Creek Relief
Structure number:	000000000006365
Location:	3.25 MI NORTH MAGNOLIA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1992
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:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,800 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	98.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Very Good	Very Good	3800	98.2
February 2016	Good	Good	Very Good	Very Good	3300	98.5
February 2014	Good	Good	Very Good	Very Good	3300	98.5
February 2012	Good	Good	Very Good	Very Good	4200	98.0
February 2010	Good	Good	Very Good	Very Good	4200	98.0
February 2008	Good	Good	Very Good	Very Good	4100	98.1
February 2006	Good	Good	Very Good	Very Good	3800	98.2
February 2004	Good	Good	Very Good	Very Good	3800	98.2
February 2002	Good	Very Good	Very Good	Very Good	4000	98.1
February 2000	Good	Very Good	Very Good	Very Good	1400	99.3
January 1998	Good	Excellent	Excellent	Excellent	1400	99.3
February 1996	Good	Excellent	Excellent	Excellent	1605	99.2
March 1994	Good	Excellent	Excellent	Excellent	1605	99.3
March 1992	Good	Excellent	Excellent	Excellent	1605	99.3

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
Reinforced Concrete Girder/Beam	linear ft.	375	375	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,225	2,595	630	0	0
Substructure
Reinforced Concrete Pile	each	10	10	0	0	0
Reinforced Concrete Pier Cap	linear ft.	172	172	0	0	0
Joints
Pourable Joint	linear ft.	86	43	43	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	150	150	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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