DAVIS ROAD over LITTLE VALLEY CREEK

Map

Coordinates:
+42.85833, -115.87556
42°51'30" N, 115°52'32" W

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

Name:	DAVIS ROAD over LITTLE VALLEY CREEK
Structure number:	000000000028255
Location:	1.6 S. 4.0 W. BRUNEAU
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1938
Year reconstructed:	1982
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Wood or timber `[7]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2015]`
Truck traffic:	5% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$368,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
February 2016	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
February 2014	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
February 2013	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
February 2011	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2009	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2008	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2007	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2006	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2005	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2004	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2003	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2002	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 2000	Fair	Satisfactory	Satisfactory	Fair	50	65.5
April 1999	Fair	Satisfactory	Satisfactory	Fair	50	65.5
April 1998	Fair	Satisfactory	Satisfactory	Fair	50	65.5
April 1997	Fair	Satisfactory	Satisfactory	Fair	50	65.5
April 1996	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 1995	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 1994	Fair	Satisfactory	Satisfactory	Satisfactory	50	75.5
April 1993	Fair	Satisfactory	Good	Satisfactory	50	75.5
April 1992	Fair	Good	Good	Satisfactory	50	75.5
April 1991	Good	Good	Very Good	Good	50	75.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Timber Girder/Beam	linear ft.	253	197	56	0	0
Substructure
Timber Abutment	linear ft.	49	0	49	0	0
Deck
Timber Deck	sq. ft.	764	764	0	0	0
Wearing Surfaces	sq. ft.	730	684	46	0	0