I 90 EBL over S.FK.CD'A R;FR.RD.


+47.48933, -115.95131
47°29'22" N, 115°57'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL over S.FK.CD'A R;FR.RD.
Structure number:000000000017225
Location:1.9 W. WALLACE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:94.2 ft. [28.7 m]
Total length:568.9 ft. [173.4 m]
Roadway width between curbs:42.3 ft. [12.9 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:56°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
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: June 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,250 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:92.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201492.0FairSatisfactoryVery GoodGood-10250
June 201288.6GoodGoodVery GoodGood-5000
June 201088.1FairSatisfactoryVery GoodGood-10000
June 200888.1FairSatisfactoryVery GoodGood-10000
June 200688.1FairSatisfactoryVery GoodGood-10000
June 200488.1FairSatisfactoryVery GoodGood-10000
June 200288.1FairSatisfactoryVery GoodGood-9700
June 200088.1FairSatisfactoryVery GoodGood-9800
June 199887.9FairSatisfactoryVery GoodGood-9800
June 199688.1FairSatisfactoryVery GoodGood-8000
June 199492.4FairSatisfactoryVery GoodGood-8000
June 199292.6FairSatisfactoryVery GoodGood-4620
June 199092.6GoodGoodVery GoodVery Good-4620

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.3,3923,392000
Reinforced Concrete Decksq. ft.25,49125,38710400
Wearing Surfacessq. ft.24,06924,069000
Reinforced Concrete Columneach1501500
Reinforced Concrete Abutmentlinear ft.1611392200
Reinforced Concrete Pier Caplinear ft.3512975400
Pourable Jointlinear ft.269269000
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.70551618900