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SR-16 over WOODRUFF-RANDOLPH CANAL

Rich County, Utah

Map

Coordinates:
+41.70493, -111.15949
41°42'18" N, 111°09'34" W

Facts

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

Name:	SR-16 over WOODRUFF-RANDOLPH CANAL
Structure number:	0D 420
Location:	5.4 MI SO SAGE CREEK JCT
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	17.7 ft. `[5.4 m]`
Total length:	20.0 ft. `[6.1 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Skew angle:	25°
Owner:	State Highway Agency `[01]`
Year built:	1935
Year reconstructed:	1938
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,170 `[as of 2014]`
Truck traffic:	32% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	59.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Good	Good	2170	59.8
August 2016	Good	Good	Good	Good	2170	59.8
August 2014	Good	Good	Good	Good	2124	58.7
September 2012	Good	Good	Good	Good	2095	68.5
June 2011	Good	Good	Good	Good	2145	68.5
May 2009	Good	Good	Good	Good	2145	68.5
November 2007	Good	Good	Good	Good	1245	71.8
November 2005	Good	Good	Good	Good	1245	71.8
June 2003	Good	Good	Good	Good	1905	69.5
June 1999	Good	Good	Very Good	Very Good	1857	64.5
May 1997	Good	Good	Very Good	Very Good	1575	64.5
July 1995	Good	Very Good	Very Good	Very Good	1320	73.8
September 1993	Good	Very Good	Very Good	Very Good	990	76.4
September 1991	Good	Very Good	Very Good	Very Good	845	77.6

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	85	80	5	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	20	20	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	20	0	0	20	0
Deck
Reinforced Concrete Slab	sq. ft.	852	827	20	5	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/1570162