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SPIRIT LK CAUSEWAY over SPIRIT LAKE;CAUSEWAY BR

Map

Coordinates:
+47.95861, -116.87417
47°57'31" N, 116°52'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPIRIT LK CAUSEWAY over SPIRIT LAKE;CAUSEWAY BR
Structure number:000000000030485
Location:0.4 S. 0.4 W. SPIRIT LAKE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:Other Local Agencies [25]
Year built:1983
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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: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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:86.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory26086.7
August 2015FairFairFairSatisfactory26086.7
August 2013FairFairFairSatisfactory26086.7
August 2011FairFairFairSatisfactory26086.7
August 2009FairFairFairSatisfactory26086.7
August 2007FairFairFairSatisfactory26086.7
August 2005FairFairFairSatisfactory26086.7
August 2003FairGoodFairSatisfactory26087.7
August 2001FairGoodFairSatisfactory26087.7
August 1999FairGoodFairSatisfactory26087.7
August 1997FairGoodFairSatisfactory26087.7
August 1995FairGoodGoodSatisfactory26098.7
August 1993FairGoodGoodFair35087.7
August 1991GoodVery GoodVery GoodVery Good35099.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.31819812000
Deck
Prestressed Concrete Top Flangesq. ft.2,0031,9436000
Substructure
Reinforced Concrete Abutmentlinear ft.91632800
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.108108000
Steel Protective Coatingsq. ft.447447000