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US-89 (SR-89) over EAST FORK VIRGIN RIVER

Kane County, Utah

Map

Coordinates:
+37.21814, -112.68327
37°13'05" N, 112°40'60" W

Facts

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

Name:	US-89 (SR-89) over EAST FORK VIRGIN RIVER
Structure number:	0C 337
Location:	0.1 MI.SO.MT.CARMEL JCT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	51.2 ft. `[15.6 m]`
Total length:	158.1 ft. `[48.2 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Skew angle:	35°
Owner:	State Highway Agency `[01]`
Year built:	1961
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:	Steel `[3]`
Main spans 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:	3,250 `[as of 2014]`
Truck traffic:	29% of total traffic
Deck condition:	Satisfactory `[6 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:	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 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:	77.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Good	Satisfactory	3250	77.0
April 2015	Fair	Satisfactory	Satisfactory	Good	3042	77.0
April 2013	Fair	Satisfactory	Fair	Good	3042	66.0
April 2011	Fair	Satisfactory	Fair	Good	4060	67.0
April 2009	Fair	Satisfactory	Fair	Good	4060	67.0
April 2007	Fair	Satisfactory	Fair	Good	3595	67.0
June 2005	Fair	Satisfactory	Fair	Good	3595	67.0
May 2003	Fair	Satisfactory	Fair	Good	2890	67.0
March 1999	Fair	Satisfactory	Fair	Good	2960	62.0
March 1997	Fair	Satisfactory	Satisfactory	Good	2665	73.0
April 1995	Fair	Satisfactory	Satisfactory	Good	2460	78.0
July 1993	Fair	Satisfactory	Satisfactory	Good	2640	78.0
February 1991	Fair	Satisfactory	Satisfactory	-	2460	79.0

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.	918	918	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,581	5,181	1,400	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	98	73	23	2	0
Reinforced Concrete Pier Cap	linear ft.	92	64	28	0	0
Bearings
Movable Bearing	each	18	18	0	0	0
Fixed Bearing	each	18	18	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	354	354	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/1569957