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RIVER ROAD over GRAND VIEW IRRG.DIST.CNL

Map

Coordinates:
+42.94231, -115.98886
42°56'32" N, 115°59'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVER ROAD over GRAND VIEW IRRG.DIST.CNL
Structure number:000000000028220
Location:3.1 S. 5.6 E. GRAND VIEW
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:1978
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:220 [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: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: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:77.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$548,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair22077.5
February 2016FairSatisfactorySatisfactoryFair22077.5
February 2014FairSatisfactorySatisfactoryFair22077.5
March 2012FairSatisfactorySatisfactoryFair22077.4
March 2010FairSatisfactorySatisfactoryFair22077.4
March 2008FairSatisfactorySatisfactoryFair22076.4
March 2006FairSatisfactorySatisfactoryFair22076.4
March 2004FairSatisfactorySatisfactorySatisfactory22087.4
March 2002FairSatisfactorySatisfactorySatisfactory22087.4
March 2000FairSatisfactorySatisfactorySatisfactory22087.4
March 1998FairSatisfactorySatisfactorySatisfactory22087.4
March 1996FairSatisfactorySatisfactorySatisfactory22087.4
March 1994FairSatisfactorySatisfactorySatisfactory22086.2
March 1992FairSatisfactorySatisfactoryGood22086.2
March 1990FairSatisfactorySatisfactoryGood20087.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.164016400
Steel Protective Coatingsq. ft.1,0180001,018
Deck
Reinforced Concrete Decksq. ft.1,3241,12919230
Wearing Surfacessq. ft.1,2381,238000
Substructure
Reinforced Concrete Pier Walllinear ft.1612400
Reinforced Concrete Abutmentlinear ft.1218526100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.112921370