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MEDIMONT ROAD over CAVE LAKE CHANNEL

Map

Coordinates:
+47.47056, -116.59250
47°28'14" N, 116°35'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MEDIMONT ROAD over CAVE LAKE CHANNEL
Structure number:000000000030496
Location:0.4 S. 0.5 E. MEDIMONT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:53.2 ft. [16.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:Other Local Agencies [25]
Year built:1991
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:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:84.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$470,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodGoodFair5084.7
September 2016PoorGoodGoodPoor5068.7
September 2015PoorGoodGoodPoor5068.7
October 2014PoorGoodGoodPoor5068.7
June 2013PoorGoodGoodCritical5039.0
June 2012PoorGoodGoodCritical5039.0
June 2011PoorGoodGoodCritical5039.0
June 2010PoorVery GoodGoodCritical5039.0
June 2009PoorVery GoodGoodSerious5051.7
June 2007FairVery GoodGoodFair5084.7
June 2005FairVery GoodGoodFair5084.7
June 2003FairVery GoodGoodFair5084.7
June 2001FairVery GoodVery GoodFair5084.7
June 1999FairVery GoodVery GoodFair5084.7
June 1997FairVery GoodVery GoodFair5084.7
June 1995GoodVery GoodVery GoodGood5095.7
August 1993GoodVery GoodVery GoodGood5097.7
August 1991GoodExcellentExcellentExcellent5098.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.213208050
Deck
Prestressed Concrete Top Flangesq. ft.1,3201,320000
Substructure
Reinforced Concrete Abutmentlinear ft.5205200
Bearings
Elastomeric Bearingeach2402400
Fixed Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112565600
Steel Protective Coatingsq. ft.6195635600