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100 NORTH STREET over EAST FORK VIRGIN RIVER

Kane County, Utah

Map

Coordinates:
+37.27772, -112.63081
37°16'40" N, 112°37'51" W

Facts

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

Name:	100 NORTH STREET over EAST FORK VIRGIN RIVER
Structure number:	025010F
Location:	200 E. 100 N., ORDERVILLE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	63.7 ft. `[19.4 m]`
Total length:	65.0 ft. `[19.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Skew angle:	34°
Owner:	Town or Township Highway Agency `[03]`
Year built:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	126 `[as of 2010]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	82.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Very Good	Good	126	82.2
February 2016	Good	Good	Very Good	Good	126	82.2
February 2014	Good	Good	Very Good	Good	126	88.1
February 2012	Good	Good	Very Good	Good	126	99.0
August 2010	Good	Good	Very Good	Very Good	126	99.0
February 2008	Good	Good	Very Good	Very Good	126	99.0
February 2006	Good	Good	Very Good	Very Good	100	100.0
January 2004	Good	Good	Very Good	Very Good	100	100.0
January 2000	Good	Good	Very Good	Very Good	100	95.0
January 1998	Good	Good	Very Good	Very Good	100	95.0
February 1996	Good	Good	Very Good	Very Good	100	100.0
March 1994	Good	Good	Very Good	Very Good	100	100.0
April 1992	Good	Very Good	Very Good	Very Good	5	100.0
May 1990	Good	Very Good	Very Good	Very Good	5	100.0

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
Prestressed Concrete Girder/Beam	linear ft.	455	455	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,370	2,370	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	88	56	32	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	130	120	10	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/1569155