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RIVER ROAD over VINSON WASH

Map

Coordinates:
+43.01186, -116.14881
43°00'43" N, 116°08'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVER ROAD over VINSON WASH
Structure number:000000000028235
Location:2.0 N. 2.6 W. GRAND VIEW
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:11°
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1980
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
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:Poor
Status:Posted for load [P]
Average daily traffic:60 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:38.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$402,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorFairSeriousFair6038.0
February 2017PoorFairSeriousFair6038.0
February 2015PoorFairSeriousFair6038.0
February 2014PoorFairSeriousFair6038.0
February 2013PoorFairSeriousFair6038.0
March 2011PoorFairSeriousFair6038.0
March 2010PoorFairSeriousFair6038.0
March 2009PoorFairSeriousFair6038.0
March 2008PoorFairSeriousFair6038.0
March 2007PoorFairSeriousFair6038.0
March 2006PoorFairSeriousFair6038.0
March 2005PoorFairSeriousFair6038.0
March 2004PoorFairSeriousFair6038.0
March 2003PoorFairSeriousFair6038.0
March 2002PoorFairSeriousPoor6038.0
March 2000PoorSatisfactorySeriousPoor6039.0
March 1999PoorSatisfactorySeriousPoor6039.0
March 1998PoorSatisfactorySeriousPoor6039.0
March 1997PoorSatisfactorySeriousPoor6039.0
March 1996PoorSatisfactorySeriousPoor6039.0
March 1995PoorSatisfactorySeriousPoor6039.0
March 1994PoorSatisfactorySeriousPoor6039.0
March 1993PoorSatisfactorySeriousPoor6039.0
March 1992PoorSeriousSeriousPoor6034.0
March 1991PoorSeriousSeriousPoor5034.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1610132290
Steel Protective Coatingsq. ft.2910073218
Deck
Reinforced Concrete Decksq. ft.70001006000
Wearing Surfacessq. ft.648648000
Substructure
Reinforced Concrete Abutmentlinear ft.6903660