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COUNTY ROAD over HORSE CANYON WASH

Emery County, Utah

Map

Coordinates:
+39.45511, -110.36124
39°27'18" N, 110°21'40" W

Facts

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

Name:	COUNTY ROAD over HORSE CANYON WASH
Structure number:	015012F
Location:	8 MI. SE. OF SUNNYSIDE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	64.3 ft. `[19.6 m]`
Total length:	72.2 ft. `[22.0 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	17.1 ft. `[5.2 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	38 `[as of 2010]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	79.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Good	Satisfactory	38	79.6
June 2016	Good	Good	Good	Good	38	79.6
June 2014	Good	Good	Good	Good	38	83.3
June 2012	Good	Good	Good	Good	38	83.3
June 2010	Good	Good	Very Good	Good	38	83.3
June 2008	Good	Good	Very Good	Good	38	83.3
August 2006	Good	Good	Very Good	Good	30	83.4
August 2004	Good	Very Good	Very Good	Very Good	30	83.4
August 2002	Good	Very Good	Very Good	Very Good	30	83.4
August 2000	Good	Very Good	Very Good	Very Good	30	79.7
September 1998	Good	Very Good	Very Good	Very Good	30	79.7
August 1996	Good	Very Good	Very Good	Very Good	30	77.7

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.	217	217	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,241	1,216	25	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	66	48	18	0	0
Bearings
Elastomeric Bearing	each	6	6	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	245	245	0	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/1569027