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US0080 over CREEK

Richland Parish, Louisiana

Map

Coordinates:
+32.46619, -91.60690
32°27'58" N, 91°36'25" W

View more info at Bridgehunter.com

Facts

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

Name:	US0080 over CREEK
Structure number:	054200020311671
Location:	1.2 MI EAST OF LA 183
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	217.9 ft. `[66.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	7
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,940 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	80.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Satisfactory	Satisfactory	1940	80.3
September 2015	Fair	Satisfactory	Satisfactory	Satisfactory	1930	80.1
November 2013	Fair	Satisfactory	Satisfactory	Satisfactory	1910	80.1
November 2011	Fair	Satisfactory	Satisfactory	Satisfactory	2100	78.0
September 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2000	80.1
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	1920	80.1
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	1680	80.2
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	1250	65.3
August 2000	Fair	Satisfactory	Satisfactory	Satisfactory	1137	65.3
July 1998	Fair	Satisfactory	Satisfactory	Satisfactory	1137	65.3
July 1996	Fair	Satisfactory	Satisfactory	Satisfactory	1509	65.2
June 1994	Fair	Satisfactory	Satisfactory	Satisfactory	1302	65.2
May 1992	Fair	Satisfactory	Satisfactory	Satisfactory	1644	65.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,085	1,043	42	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,894	5,845	25	24	0
Wearing Surfaces	sq. ft.	5,894	5,694	200	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pile	each	30	30	0	0	0
Reinforced Concrete Pier Cap	linear ft.	144	132	0	12	0
Joints
Pourable Joint	linear ft.	192	0	0	192	0
Bearings
Movable Bearing	each	35	35	0	0	0
Fixed Bearing	each	35	35	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	436	386	50	0	0
Steel Protective Coating	sq. ft.	2,180	2,130	50	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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