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DAVIS ROAD over LITTLE VALLEY CREEK

Map

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

Facts

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]

Latest Available Inspection: February 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactorySatisfactory5075.5
February 2016FairSatisfactorySatisfactorySatisfactory5075.5
February 2014FairSatisfactorySatisfactorySatisfactory5075.5
February 2013FairSatisfactorySatisfactorySatisfactory5075.5
February 2012FairSatisfactorySatisfactorySatisfactory5075.5
February 2011FairSatisfactorySatisfactorySatisfactory5075.5
April 2009FairSatisfactorySatisfactorySatisfactory5075.5
April 2008FairSatisfactorySatisfactorySatisfactory5075.5
April 2007FairSatisfactorySatisfactorySatisfactory5075.5
April 2006FairSatisfactorySatisfactorySatisfactory5075.5
April 2005FairSatisfactorySatisfactorySatisfactory5075.5
April 2004FairSatisfactorySatisfactorySatisfactory5075.5
April 2003FairSatisfactorySatisfactorySatisfactory5075.5
April 2002FairSatisfactorySatisfactorySatisfactory5075.5
April 2000FairSatisfactorySatisfactoryFair5065.5
April 1999FairSatisfactorySatisfactoryFair5065.5
April 1998FairSatisfactorySatisfactoryFair5065.5
April 1997FairSatisfactorySatisfactoryFair5065.5
April 1996FairSatisfactorySatisfactorySatisfactory5075.5
April 1995FairSatisfactorySatisfactorySatisfactory5075.5
April 1994FairSatisfactorySatisfactorySatisfactory5075.5
April 1993FairSatisfactoryGoodSatisfactory5075.5
April 1992FairGoodGoodSatisfactory5075.5
April 1991GoodGoodVery GoodGood5075.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.2531975600
Substructure
Timber Abutmentlinear ft.4904900
Deck
Timber Decksq. ft.764764000
Wearing Surfacessq. ft.7306844600