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COUNTY ROAD over WOODRUFF CREEK

Rich County, Utah

Map

Coordinates:
+41.46958, -111.30286
41°28'10" N, 111°18'10" W

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Facts

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

Name:	COUNTY ROAD over WOODRUFF CREEK
Structure number:	033002A
Location:	8 MILES SW. OF WOODRUFF
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.3 ft. `[6.2 m]`
Total length:	20.7 ft. `[6.3 m]`
Roadway width between curbs:	16.4 ft. `[5.0 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1972
Year reconstructed:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Wood or timber `[7]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	19 `[as of 2010]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	43.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	19	43.5
May 2016	Good	Good	Good	Good	19	43.5
May 2014	Good	Good	Good	Good	19	46.5
May 2012	Fair	Good	Satisfactory	Good	19	46.5
May 2010	Fair	Good	Satisfactory	Good	19	42.4
May 2008	Poor	Good	Poor	Good	19	27.4
August 2006	Fair	Good	Satisfactory	Good	15	42.5
July 2004	Fair	Good	Satisfactory	Good	15	42.5
July 2002	Fair	Good	Satisfactory	Good	15	42.5
August 2000	Fair	Good	Satisfactory	Good	15	45.4
August 1998	Fair	Good	Satisfactory	Good	15	45.4
August 1996	Fair	Good	Satisfactory	Good	15	45.4
July 1994	Fair	Good	Satisfactory	Good	15	48.6
July 1992	Fair	Good	Satisfactory	Good	15	47.6
August 1990	Good	Good	Good	Good	15	47.6

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Timber Girder/Beam	linear ft.	145	58	87	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	36	36	0	0	0
Deck
Timber Deck	sq. ft.	338	0	338	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/1569202