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

Map

Coordinates:
+47.47566, -115.89190
47°28'32" N, 115°53'31" 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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201674.0FairSatisfactorySatisfactorySatisfactory-8900
September 201472.8FairGoodSatisfactorySatisfactory-8300
September 201272.8FairGoodSatisfactorySatisfactory-7900
September 201072.8FairVery GoodGoodSatisfactory-7700
September 200859.8FairFairFairSatisfactory-8100
September 200659.8FairFairFairSatisfactory-8000
September 200459.8FairFairFairSatisfactory-7500
September 200259.5FairFairFairSatisfactory-7900
September 200059.5FairFairFairSatisfactory-7100
September 199859.5FairFairFairSatisfactory-7100
September 199661.5FairSatisfactoryFairSatisfactory-6600
September 199461.5FairSatisfactoryFairSatisfactory-6600
September 199272.5FairGoodSatisfactorySatisfactory-6100
June 199072.5GoodGoodGoodGood-6100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6936246900
Deck
Reinforced Concrete Top Flangesq. ft.4,7364,736000
Wearing Surfacessq. ft.4,6084,608000
Substructure
Reinforced Concrete Abutmentlinear ft.2041762800
Joints
Pourable Jointlinear ft.168015990
Bearings
Elastomeric Bearingeach1111000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.136954100
Steel Protective Coatingsq. ft.8908009000