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RIVER ROAD over SALMON FALLS CREEK

Map

Coordinates:
+42.71028, -114.85500
42°42'37" N, 114°51'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVER ROAD over SALMON FALLS CREEK
Structure number:000000000025625
Location:7.7 N. 4.9 W. BUHL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:Other Local Agencies [25]
Year built:1921
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: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 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:83.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$409,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairSatisfactoryFair3083.0
February 2016FairFairSatisfactoryFair3083.0
February 2014FairFairSatisfactoryFair3083.0
February 2013FairFairSatisfactoryFair3068.5
February 2012FairFairSatisfactoryFair3068.5
February 2011FairFairSatisfactoryFair3068.5
February 2010FairFairSatisfactoryFair3068.5
February 2009FairFairSatisfactorySatisfactory3078.5
February 2008FairFairSatisfactorySatisfactory3078.5
February 2006FairFairSatisfactorySatisfactory3078.5
February 2005FairFairSatisfactorySatisfactory3078.5
February 2004FairFairSatisfactorySatisfactory3078.5
February 2003FairFairSatisfactorySatisfactory3078.5
February 2002FairFairSatisfactorySatisfactory3078.5
February 2001FairFairSatisfactorySatisfactory3076.4
February 1999FairFairSatisfactorySatisfactory3076.4
February 1998FairFairSatisfactorySatisfactory3076.4
February 1996FairFairSatisfactorySatisfactory3076.4
February 1994FairFairSatisfactorySatisfactory3076.4
March 1993FairFairSatisfactorySatisfactory3076.4
February 1992FairFairSatisfactorySatisfactory3076.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.19419351400
Deck
Reinforced Concrete Top Flangesq. ft.872008720
Wearing Surfacessq. ft.7496717503
Substructure
Reinforced Concrete Abutmentlinear ft.8900890
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7800780