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I 90 over BENNETT BAY;SUNNYSIDE RD

Kootenai County, Idaho

Map

Coordinates:
+47.64944, -116.71500
47°38'58" N, 116°42'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 over BENNETT BAY;SUNNYSIDE RD
Structure number:000000000016896
Location:2.0E. 2.0S. COEUR D'ALENE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:520.0 ft. [158.5 m]
Total length:1730.1 ft. [527.3 m]
Roadway width between curbs:78.7 ft. [24.0 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2015]
Truck traffic:17% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:75.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$36,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory1500075.7
May 2015FairSatisfactorySatisfactorySatisfactory1400078.7
May 2013FairSatisfactorySatisfactorySatisfactory1400078.7
May 2011FairSatisfactorySatisfactorySatisfactory1450074.0
May 2009FairSatisfactorySatisfactorySatisfactory1500074.0
May 2007FairSatisfactorySatisfactorySatisfactory1500074.0
May 2005FairSatisfactorySatisfactorySatisfactory1500074.0
May 2003FairSatisfactorySatisfactorySatisfactory1500074.0
May 2001FairGoodSatisfactorySatisfactory1500071.0
May 1999FairGoodSatisfactoryGood1350071.0
May 1997FairGoodSatisfactoryGood1300075.0
May 1995FairGoodSatisfactoryGood1200075.0
May 1993FairGoodSatisfactoryGood928075.0
June 1991GoodVery GoodGoodGood928092.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,7301,4531701070
Deck
Prestressed Concrete Top Flangesq. ft.144,974135,7639,20920
Wearing Surfacessq. ft.136,151136,151000
Substructure
Reinforced Concrete Pier Walllinear ft.1381241220
Reinforced Concrete Abutmentlinear ft.1701323710
Joints
Assembly with Sealeach168016440
Bearings
Pot Bearingeach109100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,4603,459100
Steel Protective Coatingsq. ft.6,0636,063000
Reinforced Concrete Bridge Raillinear ft.5,1905,060103270