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LOCAL ROAD over HURRICANE CREEK

West Carroll Parish, Louisiana

Map

Coordinates:
+32.71142, -91.51946
32°42'41" N, 91°31'10" W

Facts

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

Name:	LOCAL ROAD over HURRICANE CREEK
Structure number:	056232426913111
Location:	5 MI SW PIONEER
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	132.9 ft. `[40.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1999
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	7
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	43 `[as of 1979]`
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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	91.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Good	Very Good	Very Good	Very Good	43	91.7
January 2015	Good	Very Good	Very Good	Very Good	43	91.6
January 2013	Good	Very Good	Very Good	Very Good	43	91.6
January 2011	Good	Very Good	Very Good	Very Good	43	94.6
January 2009	Good	Very Good	Very Good	Very Good	43	94.6
November 2006	Good	Very Good	Very Good	Very Good	43	94.6
June 2004	Good	Very Good	Very Good	Very Good	43	94.6
July 2001	Good	Very Good	Very Good	Very Good	43	94.6
April 1999	Good	Very Good	Very Good	Very Good	43	94.6
July 1997	Poor	Satisfactory	Satisfactory	Poor	43	31.0
August 1995	Poor	Satisfactory	Satisfactory	Poor	43	31.0
August 1993	Poor	Serious	Satisfactory	Fair	43	28.6
November 1991	Poor	Poor	Satisfactory	Fair	43	31.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	62	22	24	16	0
Prestressed Concrete Pile	each	24	12	12	0	0
Reinforced Concrete Pier Cap	linear ft.	162	162	0	0	0
Joints
Pourable Joint	linear ft.	280	152	128	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	266	238	28	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,591	3,587	1	3	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/1227292