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I 90 WBL over S.FK.COEUR D'ALENE RIVER

Map

Coordinates:
+47.51667, -116.03333
47°31'00" N, 116°01'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 WBL over S.FK.COEUR D'ALENE RIVER
Structure number:000000000017175
Location:OSBURN WCL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:70.9 ft. [21.6 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:96.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactoryGoodSatisfactory600096.4
September 2014FairSatisfactoryGoodSatisfactory575096.5
September 2012FairGoodGoodSatisfactory575096.5
September 2010GoodGoodGoodGood1150094.9
September 2008GoodGoodGoodGood1150094.9
September 2006GoodGoodVery GoodGood1150094.9
September 2004GoodGoodVery GoodGood1150094.9
September 2002FairFairVery GoodSatisfactory1150093.9
September 2000FairFairVery GoodSatisfactory1100093.9
September 1998FairFairVery GoodSatisfactory1100093.9
September 1996FairFairVery GoodSatisfactory910094.8
April 1995FairFairVery GoodSatisfactory910095.0
April 1993FairSatisfactoryVery GoodSatisfactory857094.1
April 1991FairSatisfactoryVery GoodGood857094.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1401,139100
Deck
Reinforced Concrete Decksq. ft.7,7977,797000
Wearing Surfacessq. ft.7,2386,43780100
Substructure
Reinforced Concrete Pier Walllinear ft.1251111400
Reinforced Concrete Abutmentlinear ft.1281131500
Reinforced Concrete Pier Caplinear ft.128122600
Joints
Pourable Jointlinear ft.252245700
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.38615822800
Steel Protective Coatingsq. ft.1,93596896700