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ROECKS ROAD over ROSE CREEK

Map

Coordinates:
+47.40778, -117.03778
47°24'28" N, 117°02'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROECKS ROAD over ROSE CREEK
Structure number:000000000030470
Location:0.8 N. 5.6 W. WORLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:10°
Owner:Other Local Agencies [25]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:89.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$309,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair8089.0
August 2016FairSatisfactorySatisfactoryFair8089.0
August 2015FairGoodGoodFair8089.0
August 2014FairGoodGoodFair8089.0
August 2013FairGoodGoodFair8089.0
August 2012FairGoodGoodFair8088.9
August 2011FairGoodGoodFair8088.9
August 2010FairGoodGoodFair8088.9
August 2009FairGoodVery GoodFair8088.9
August 2008PoorGoodVery GoodSerious8055.9
August 2006FairGoodVery GoodFair8088.9
August 2004FairGoodVery GoodFair8088.9
August 2002FairGoodVery GoodSatisfactory8099.9
August 2000FairGoodVery GoodSatisfactory8099.9
August 1998FairGoodVery GoodSatisfactory8099.9
August 1996FairGoodVery GoodSatisfactory8099.9
August 1994GoodVery GoodVery GoodGood8095.8
August 1992GoodVery GoodVery GoodVery Good8095.8
August 1990GoodVery GoodVery GoodVery Good8095.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.180178200
Deck
Prestressed Concrete Top Flangesq. ft.1,0241,024000
Wearing Surfacessq. ft.960960000
Substructure
Reinforced Concrete Abutmentlinear ft.692411340
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6666000
Steel Protective Coatingsq. ft.200200000