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US 371 LM12.34 S-7 over DORCHET CREEK

Columbia County, Arkansas

Facts

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

Name:	US 371 LM12.34 S-7 over DORCHET CREEK
Structure number:	000000000006122
Location:	10.9 MI SW MAGNOLIA
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	279.9 ft. `[85.3 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:	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:	8
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,900 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Very Good `[8 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
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:	99.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Good	Very Good	Very Good	Very Good	1900	99.8
January 2015	Good	Very Good	Very Good	Very Good	1900	99.8
January 2013	Good	Very Good	Very Good	Very Good	2100	99.8
February 2011	Good	Very Good	Very Good	Very Good	2100	99.8
January 2009	Good	Very Good	Very Good	Very Good	2100	99.8
January 2007	Good	Very Good	Very Good	Very Good	1900	99.8
February 2005	Good	Very Good	Very Good	Very Good	2300	99.8
March 2003	Good	Very Good	Very Good	Very Good	2300	99.8
February 2001	Good	Very Good	Very Good	Very Good	2200	99.8
February 1999	Good	Very Good	Very Good	Very Good	2200	99.8
February 1997	Good	Very Good	Very Good	Very Good	1900	99.8
March 1995	Good	Very Good	Very Good	Very Good	1900	99.9
February 1993	Good	Very Good	Very Good	Very Good	1900	99.9
January 1990	Good	Excellent	Excellent	Excellent	1830	99.9

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
Reinforced Concrete Pile	each	56	56	0	0	0
Reinforced Concrete Pier Cap	linear ft.	387	387	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	560	560	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	11,200	10,740	460	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1020566