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HOT SPRINGS ROAD over BRUNEAU RIVER

Owyhee County, Idaho

Map

Coordinates:
+42.79167, -115.71889
42°47'30" N, 115°43'08" W

Facts

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

Name:	HOT SPRINGS ROAD over BRUNEAU RIVER
Structure number:	000000000028280
Location:	6.1 S. 3.8 E. BRUNEAU
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	129.9 ft. `[39.6 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	33.8 ft. `[10.3 m]`
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]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	60 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Very Good	Very Good	60	99.9
February 2016	Fair	Satisfactory	Very Good	Very Good	60	99.9
February 2014	Fair	Satisfactory	Very Good	Very Good	60	99.9
February 2012	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2010	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2008	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2006	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2004	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2002	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 2000	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 1998	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 1996	Fair	Satisfactory	Very Good	Very Good	60	99.9
April 1994	Fair	Satisfactory	Very Good	Very Good	60	99.9
December 1992	Good	Good	Very Good	Very Good	60	99.9
April 1990	Good	Very Good	Very Good	Very Good	60	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
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	620	620	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,381	4,231	150	0	0
Wearing Surfaces	sq. ft.	3,991	3,991	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	33	33	0	0	0
Reinforced Concrete Abutment	linear ft.	66	66	0	0	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	259	259	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/1133727