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CO.RD. TO ROWLEY over SKULL VALLEY DRAINAGE C

Tooele County, Utah

Map

Coordinates:
+40.75344, -112.72189
40°45'12" N, 112°43'19" W

Facts

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

Name:	CO.RD. TO ROWLEY over SKULL VALLEY DRAINAGE C
Structure number:	045001E
Location:	4 MILES W. OF ROWLEY JCT.
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	57.4 ft. `[17.5 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1970
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:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Culvert `[19]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,021 `[as of 2010]`
Truck traffic:	10% of total traffic
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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	50.9

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
October 2017	Fair	5 out of 10	1021	50.9
October 2015	Fair	5 out of 10	1021	50.9
October 2013	Fair	6 out of 10	1021	75.8
October 2011	Fair	6 out of 10	1021	78.8
September 2009	Fair	6 out of 10	1021	78.8
January 2008	Fair	6 out of 10	810	80.9
September 2006	Fair	6 out of 10	810	80.9
January 2004	Fair	6 out of 10	810	80.9
October 2001	Fair	6 out of 10	810	80.9
October 1999	Fair	6 out of 10	810	83.3
September 1997	Good	7 out of 10	800	83.4
April 1996	Good	7 out of 10	800	83.4
April 1994	Good	7 out of 10	800	85.0
February 1992	Good	7 out of 10	790	85.1

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	193	41	108	44	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/1569653