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SH 167 over SNAKE RIVER;GRANDVIEW BR

Owyhee County, Idaho

Map

Coordinates:
+42.99478, -116.09731
42°59'41" N, 116°05'50" W

Facts

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

Name:	SH 167 over SNAKE RIVER;GRANDVIEW BR
Structure number:	000000000019850
Location:	0.8 N. GRANDVIEW
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	613.9 ft. `[187.1 m]`
Roadway width between curbs:	34.8 ft. `[10.6 m]`
Deck width edge-to-edge:	37.7 ft. `[11.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1970
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,500 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	96.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$7,023,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Satisfactory	Satisfactory	1500	96.4
February 2016	Poor	Satisfactory	Satisfactory	Poor	1400	68.1
February 2015	Poor	Satisfactory	Satisfactory	Poor	1400	68.1
February 2014	Poor	Satisfactory	Satisfactory	Poor	1300	68.4
February 2013	Poor	Satisfactory	Satisfactory	Poor	1300	70.9
February 2012	Poor	Satisfactory	Satisfactory	Poor	1600	70.4
February 2011	Poor	Satisfactory	Satisfactory	Poor	1600	70.4
February 2010	Poor	Satisfactory	Satisfactory	Poor	1600	70.4
February 2009	Poor	Satisfactory	Satisfactory	Poor	1600	70.4
February 2008	Fair	Satisfactory	Satisfactory	Fair	1600	86.9
February 2006	Fair	Satisfactory	Satisfactory	Fair	670	88.1
February 2005	Fair	Satisfactory	Satisfactory	Fair	670	88.1
February 2004	Fair	Satisfactory	Satisfactory	Fair	670	86.1
February 2002	Fair	Satisfactory	Satisfactory	Fair	670	86.1
February 2000	Fair	Good	Good	Fair	670	86.1
February 1998	Fair	Good	Good	Fair	670	86.1
March 1995	Fair	Good	Very Good	Fair	670	86.1
March 1993	Good	Good	Very Good	Good	590	97.3
March 1991	Good	Good	Very Good	Good	590	97.3

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.	3,668	3,663	5	0	0
Deck
Reinforced Concrete Deck	sq. ft.	23,148	23,148	0	0	0
Wearing Surfaces	sq. ft.	21,271	21,271	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	89	0	0	0
Steel Pile	each	57	0	5	52	0
Reinforced Concrete Pile	each	70	64	6	0	0
Reinforced Concrete Pier Cap	linear ft.	217	132	85	0	0
Joints
Compression Joint	linear ft.	289	289	0	0	0
Bearings
Elastomeric Bearing	each	72	0	72	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,260	1,260	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,260	1,260	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/1132263