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

Map

Coordinates:
+47.51639, -116.03321
47°30'59" N, 116°01'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL over S.FK.COEUR D'ALENE RIVER
Structure number:000000000017170
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:191.0 ft. [58.2 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:Satisfactory [6 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]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:91.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.4FairSatisfactorySatisfactorySatisfactory-6000
September 201491.4FairSatisfactorySatisfactorySatisfactory-5750
September 201291.4FairGoodSatisfactorySatisfactory-5750
September 201089.8GoodGoodGoodGood-11500
September 200889.8GoodGoodGoodGood-11500
September 200689.8GoodGoodGoodGood-11500
September 200489.8GoodGoodGoodGood-11500
September 200288.8FairFairGoodSatisfactory-11500
September 200088.9FairFairGoodSatisfactory-11000
September 199888.9FairFairGoodSatisfactory-11000
September 199689.8FairFairGoodSatisfactory-9100
April 199590.0FairFairGoodSatisfactory-9100
April 199389.0FairSatisfactoryGoodSatisfactory-8570
April 199189.0FairSatisfactoryVery GoodGood-8570

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1461,144200
Deck
Reinforced Concrete Decksq. ft.7,6976,92777000
Substructure
Reinforced Concrete Pier Walllinear ft.125118700
Reinforced Concrete Abutmentlinear ft.128125300
Reinforced Concrete Pier Caplinear ft.128121700
Joints
Pourable Jointlinear ft.251251000
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.382382000
Steel Protective Coatingsq. ft.1,9071,907000