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SR-162 over McELMO CREEK

San Juan County, Utah

Map

Coordinates:
+37.21834, -109.19084
37°13'06" N, 109°11'27" W

Facts

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

Name:	SR-162 over McELMO CREEK
Structure number:	0D 710
Location:	WEST OF ANETH
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	153.9 ft. `[46.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1963
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:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
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:	2,015 `[as of 2014]`
Truck traffic:	32% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	Navigation protection not required `[1]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	54.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Satisfactory	2015	54.1
August 2015	Fair	Satisfactory	Satisfactory	Fair	2015	44.1
August 2013	Fair	Satisfactory	Satisfactory	Fair	1917	42.9
May 2011	Fair	Satisfactory	Good	Fair	2003	53.4
August 2009	Fair	Satisfactory	Good	Fair	2003	54.7
October 2007	Poor	Satisfactory	Good	Poor	1590	47.7
August 2005	Fair	Satisfactory	Good	Fair	1590	55.7
September 2003	Poor	Fair	Good	Critical	915	15.5
August 1999	Poor	Satisfactory	Good	Critical	890	11.5
November 1997	Poor	Satisfactory	Good	Critical	640	19.0
November 1995	Fair	Satisfactory	Good	Fair	585	73.0
September 1993	Fair	Satisfactory	Good	Fair	570	73.2
December 1991	Fair	Satisfactory	Very Good	Fair	560	73.3

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.	770	760	10	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,959	3,472	0	1,487	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	55	0	55	0	0
Reinforced Concrete Abutment	linear ft.	65	33	0	32	0
Reinforced Concrete Pile Cap/Footing	linear ft.	55	50	5	0	0
Steel Pile	each	30	0	0	30	0
Reinforced Concrete Pier Cap	linear ft.	59	59	0	0	0
Bearings
Fixed Bearing	each	8	0	8	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	314	298	16	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/1570228