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COUNTY ROAD over OTTER CRK.FEEDER CANAL

Piute County, Utah

Map

Coordinates:
+38.16054, -112.00432
38°09'38" N, 112°00'16" W

Facts

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

Name:	COUNTY ROAD over OTTER CRK.FEEDER CANAL
Structure number:	031011F
Location:	1 MILE E. OTTER CRK. RES.
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.2 ft. `[9.2 m]`
Total length:	33.5 ft. `[10.2 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	23.6 ft. `[7.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	45 `[as of 2010]`
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 condition. `[5]`
Sufficiency rating:	77.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Satisfactory	Satisfactory	45	77.1
May 2016	Fair	Satisfactory	Satisfactory	Satisfactory	45	77.1
May 2014	Fair	Good	Very Good	Satisfactory	45	77.1
May 2012	Fair	Good	Very Good	Satisfactory	45	83.0
May 2010	Fair	Satisfactory	Very Good	Satisfactory	45	83.0
August 2008	Fair	Good	Very Good	Satisfactory	45	83.0
June 2006	Fair	Good	Very Good	Satisfactory	45	83.0
May 2004	Fair	Good	Very Good	Satisfactory	45	83.0
June 2002	Fair	Good	Very Good	Satisfactory	25	84.2
June 2000	Fair	Good	Very Good	Satisfactory	25	79.2
June 1998	Good	Good	Very Good	Good	25	79.2
June 1996	Good	Good	Very Good	Good	25	79.2
May 1994	Good	Good	Very Good	Good	25	84.3
September 1992	Good	Good	Very Good	Good	25	83.3
July 1990	Good	Good	Very Good	Good	10	83.4

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
Prestressed Concrete Girder/Beam	linear ft.	128	128	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	790	775	15	0	0
Substructure
Steel Pile	each	8	0	8	0	0
Steel Pier Cap	linear ft.	47	47	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	67	59	8	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/1569198