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

Map

Coordinates:
+47.47472, -115.89389
47°28'29" N, 115°53'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL & WBL over S.FK.COEUR D'ALENE RIVER
Structure number:000000000017260
Location:1.2 E. WALLACE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:64.0 ft. [19.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
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:8,900 [as of 2015]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$846,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory890074.0
September 2014FairGoodSatisfactorySatisfactory830072.8
September 2012FairGoodSatisfactorySatisfactory790072.8
September 2010FairVery GoodGoodSatisfactory770072.8
September 2008FairFairFairSatisfactory810059.8
September 2006FairFairFairSatisfactory800059.8
September 2004FairFairFairSatisfactory750059.8
September 2002FairFairFairSatisfactory790059.5
September 2000FairFairFairSatisfactory710059.5
September 1998FairFairFairSatisfactory710059.5
September 1996FairSatisfactoryFairSatisfactory660061.5
September 1994FairSatisfactoryFairSatisfactory660061.5
September 1992FairGoodSatisfactorySatisfactory610072.5
June 1990GoodGoodGoodGood610072.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.69358311000
Deck
Reinforced Concrete Top Flangesq. ft.4,7364,7241200
Wearing Surfacessq. ft.4,6083,95865000
Substructure
Reinforced Concrete Abutmentlinear ft.2041762800
Joints
Pourable Jointlinear ft.1680541140
Bearings
Elastomeric Bearingeach1111000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.136136000
Steel Protective Coatingsq. ft.8908009000