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HOT SPRINGS ROAD over BUCKAROO CANAL

Owyhee County, Idaho

Map

Coordinates:
+42.79194, -115.71806
42°47'31" N, 115°43'05" W

Facts

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

Name:	HOT SPRINGS ROAD over BUCKAROO CANAL
Structure number:	000000000028282
Location:	6.1 S. 3.9 E. BRUNEAU
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	20.0 ft. `[6.1 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	1989
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	90 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	96.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2016	Good	Good	Good	Good	90	96.9
February 2014	Good	Good	Good	Good	90	96.9
February 2012	Good	Good	Good	Good	90	96.9
April 2010	Good	Good	Good	Good	90	96.9
April 2008	Good	Good	Good	Good	90	96.9
April 2006	Good	Good	Good	Good	90	96.9
April 2004	Good	Good	Good	Good	90	96.9
April 2002	Good	Good	Good	Good	90	96.9
April 2000	Good	-	-	-	90	96.9
April 1998	Good	-	-	-	90	96.9
April 1996	Good	-	-	-	90	96.9
April 1994	Good	-	-	-	90	99.9
April 1992	Good	-	-	-	90	99.9
April 1990	Good	-	-	-	90	99.9

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.	100	100	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	883	883	0	0	0
Wearing Surfaces	sq. ft.	883	883	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/1133728