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LA0882 over JOE'S BAYOU

East Carroll Parish, Louisiana

Map

Coordinates:
+32.70862, -91.32090
32°42'31" N, 91°19'15" W

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Facts

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

Name:	LA0882 over JOE'S BAYOU
Structure number:	051808180601761
Location:	1.76 MI WEST OF SOUTH INT
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	96.1 ft. `[29.3 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1979
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:	5
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	110 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	66.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$478,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Poor	Satisfactory	Satisfactory	Poor	110	66.0
March 2015	Poor	Satisfactory	Satisfactory	Poor	110	66.0
April 2013	Fair	Satisfactory	Satisfactory	Satisfactory	76	95.0
June 2011	Fair	Satisfactory	Satisfactory	Satisfactory	119	98.0
April 2009	Fair	Satisfactory	Satisfactory	Satisfactory	129	98.0
March 2007	Fair	Satisfactory	Satisfactory	Satisfactory	184	98.0
September 2004	Fair	Satisfactory	Satisfactory	Satisfactory	189	98.0
July 2002	Fair	Satisfactory	Satisfactory	Satisfactory	179	98.0
May 2000	Fair	Satisfactory	Satisfactory	Satisfactory	166	98.0
March 1998	Fair	Satisfactory	Satisfactory	Satisfactory	173	98.0
January 1996	Fair	Satisfactory	Satisfactory	Satisfactory	164	98.0
December 1993	Good	Good	Good	Good	100	98.0
December 1991	Good	Good	Good	Good	111	96.0

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
Timber Abutment	linear ft.	110	80	6	24	0
Timber Pile	each	35	30	0	5	0
Reinforced Concrete Pier Cap	linear ft.	222	202	20	0	0
Joints
Pourable Joint	linear ft.	198	0	0	198	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	200	0	0	0
Steel Protective Coating	sq. ft.	466	466	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,135	2,835	300	0	0
Wearing Surfaces	sq. ft.	2,976	2,112	444	420	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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