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SH 51 over WEST BRUNEAU RVR SLOUGH

Owyhee County, Idaho

Map

Coordinates:
+42.88042, -115.82422
42°52'50" N, 115°49'27" W

Facts

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

Name:	SH 51 over WEST BRUNEAU RVR SLOUGH
Structure number:	000000000014540
Location:	1.0 W. BRUNEAU
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	35.1 ft. `[10.7 m]`
Roadway width between curbs:	26.2 ft. `[8.0 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 13.5 / HS 15 `[3]`
Main span material:	Concrete `[1]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,100 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$554,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2015	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2013	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2011	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2010	Fair	Satisfactory	Satisfactory	Satisfactory	1100	82.3
February 2009	Fair	Satisfactory	Satisfactory	Satisfactory	1100	74.0
February 2008	Fair	Satisfactory	Satisfactory	Satisfactory	930	75.7
February 2006	Fair	Satisfactory	Satisfactory	Satisfactory	1000	75.4
February 2005	Fair	Satisfactory	Satisfactory	Satisfactory	1000	75.4
February 2004	Fair	Satisfactory	Satisfactory	Satisfactory	1100	74.0
February 2002	Fair	Satisfactory	Satisfactory	Satisfactory	1100	74.0
February 2000	Fair	Satisfactory	Good	Good	1200	70.6
February 1998	Fair	Satisfactory	Good	Good	1200	74.2
February 1996	Good	Good	Good	Good	820	76.6
February 1994	Good	Good	Good	Good	1110	74.6
February 1992	Good	Good	Good	Good	1110	74.6
February 1991	Good	Good	Good	Good	1110	78.6

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
Reinforced Concrete Girder/Beam	linear ft.	246	246	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,001	986	15	0	0
Wearing Surfaces	sq. ft.	890	740	0	150	0
Substructure
Reinforced Concrete Abutment	linear ft.	59	59	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	69	59	10	0	0
Steel Protective Coating	sq. ft.	317	317	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/1131537