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US-89 (SR-89) over LONG VALLEY CREEK

Kane County, Utah

Map

Coordinates:
+37.33438, -112.60244
37°20'04" N, 112°36'09" W

Facts

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

Name:	US-89 (SR-89) over LONG VALLEY CREEK
Structure number:	0C 204
Location:	NORTH SIDE OF GLENDALE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	55.8 ft. `[17.0 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1935
Year reconstructed:	1970
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,735 `[as of 2014]`
Truck traffic:	42% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	57.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Good	1735	57.9
April 2015	Fair	Satisfactory	Satisfactory	Good	1621	56.7
April 2013	Fair	Satisfactory	Satisfactory	Good	1621	61.5
April 2011	Fair	Satisfactory	Satisfactory	Good	1350	58.5
April 2009	Fair	Satisfactory	Satisfactory	Good	1350	58.5
April 2007	Fair	Satisfactory	Satisfactory	Good	1210	58.8
June 2005	Fair	Satisfactory	Satisfactory	Good	1210	63.6
May 2003	Fair	Satisfactory	Satisfactory	Good	1210	63.6
March 1999	Fair	Satisfactory	Good	Good	1400	57.4
March 1997	Fair	Satisfactory	Good	Good	1395	58.4
April 1995	Fair	Satisfactory	Good	Good	1425	65.5
July 1993	Good	Good	Good	Good	1415	64.6
February 1991	Good	Good	Good	Good	2410	63.4

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
Steel Girder/Beam	linear ft.	359	229	90	40	0
Deck
Reinforced Concrete Deck	sq. ft.	2,211	1,373	799	39	0
Substructure
Reinforced Concrete Abutment	linear ft.	125	117	0	8	0
Joints
Pourable Joint	linear ft.	125	0	125	0	0
Bearings
Movable Bearing	each	7	5	2	0	0
Fixed Bearing	each	7	4	1	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	116	59	57	0	0
Other Material Bridge Rail	linear ft.	116	116	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/1569925