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SR-10 over COTTON WOOD WASH

Emery County, Utah

Map

Coordinates:
+39.20905, -111.02416
39°12'33" N, 111°01'27" W

Facts

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

Name:	SR-10 over COTTON WOOD WASH
Structure number:	0F 83
Location:	SOUTH END OF CASTLE DALE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	153.9 ft. `[46.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1964
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,265 `[as of 2014]`
Truck traffic:	41% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	85.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Good	Satisfactory	4265	85.5
August 2015	Fair	Good	Good	Satisfactory	4265	83.5
August 2013	Fair	Good	Good	Satisfactory	4060	82.6
August 2011	Fair	Satisfactory	Good	Satisfactory	3815	92.1
October 2009	Fair	Satisfactory	Good	Fair	3815	76.4
October 2007	Fair	Satisfactory	Good	Fair	4389	75.9
October 2005	Fair	Satisfactory	Good	Fair	4389	75.9
November 2003	Fair	Good	Good	Fair	7140	77.7
August 1999	Fair	Good	Good	Fair	4055	76.1
July 1997	Fair	Good	Very Good	Satisfactory	4050	87.7
July 1995	Fair	Good	Very Good	Satisfactory	3710	93.2
September 1993	Good	Good	Very Good	Good	3425	93.4
November 1991	Good	Good	Very Good	Good	1840	95.6

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
Prestressed Concrete Girder/Beam	linear ft.	755	755	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,244	6,244	0	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	83	83	0	0	0
Reinforced Concrete Pier Cap	linear ft.	42	21	21	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	339	0	339	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/1570566