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BEET DUMP ROAD over GRAND VIEW IRRG.DIST.CNL

Owyhee County, Idaho

Map

Coordinates:
+43.00861, -116.15639
43°00'31" N, 116°09'23" W

Facts

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

Name:	BEET DUMP ROAD over GRAND VIEW IRRG.DIST.CNL
Structure number:	000000000028200
Location:	1.8 N. 3.0 W. GRAND VIEW
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	21.0 ft. `[6.4 m]`
Total length:	23.0 ft. `[7.0 m]`
Roadway width between curbs:	17.4 ft. `[5.3 m]`
Deck width edge-to-edge:	19.0 ft. `[5.8 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	1930
Year reconstructed:	1981
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span 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:	65 `[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:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	89.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Good	65	89.1
February 2016	Fair	Satisfactory	Satisfactory	Good	65	89.1
February 2014	Fair	Satisfactory	Satisfactory	Good	65	89.1
March 2012	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2010	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2008	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2006	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2004	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2002	Fair	Satisfactory	Satisfactory	Good	65	89.0
March 2000	Fair	Good	Satisfactory	Good	65	89.0
March 1998	Fair	Good	Satisfactory	Good	65	89.0
March 1996	Fair	Good	Satisfactory	Good	65	89.0
March 1994	Fair	Good	Satisfactory	Good	65	89.7
March 1992	Fair	Good	Satisfactory	Very Good	65	89.7
March 1990	Fair	Very Good	Satisfactory	Very Good	50	89.7

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
Steel Girder/Beam	linear ft.	43	0	43	0	0
Steel Protective Coating	sq. ft.	21	0	0	0	21
Deck
Reinforced Concrete Deck	sq. ft.	431	200	231	0	0
Wearing Surfaces	sq. ft.	403	403	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	59	53	5	1	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/1133715