+47.54669, -116.22611
47°32'48" N, 116°13'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 90 EBL over S 5750;PINE CR;PINEHURST
Structure number:000000000017070
Location:5.0 W. KELLOGG
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:85.0 ft. [25.9 m]
Total length:396.0 ft. [120.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,750 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:78.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,101,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201578.7FairGoodSatisfactorySatisfactory-5750
June 201378.7FairGoodSatisfactorySatisfactory-5750
June 201175.3FairVery GoodSatisfactorySatisfactoryFO5500
June 200973.6FairFairSatisfactorySatisfactoryFO11500
June 200773.6FairFairSatisfactorySatisfactoryFO11500
June 200574.6FairSatisfactorySatisfactorySatisfactoryFO11500
June 200374.6FairSatisfactorySatisfactorySatisfactoryFO11000
June 200174.6FairSatisfactorySatisfactorySatisfactoryFO11000
June 199974.5FairSatisfactorySatisfactorySatisfactoryFO12000
June 199774.5FairSatisfactoryGoodSatisfactoryFO12000
June 199575.0FairSatisfactoryGoodSatisfactoryFO9800
June 199375.6FairSatisfactoryVery GoodGoodFO3780
June 199175.6GoodGoodVery GoodGoodFO3780

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,9801,970190
Reinforced Concrete Decksq. ft.13,26612,2011,06500
Wearing Surfacessq. ft.11,88011,880000
Reinforced Concrete Columneach129030
Reinforced Concrete Abutmentlinear ft.8279300
Reinforced Concrete Pier Caplinear ft.168160800
Pourable Jointlinear ft.8282000
Compression Jointlinear ft.164164000
Elastomeric Bearingeach1010000
Movable Bearingeach2002000
Steel Protective Coatingsq. ft.2000200
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.2000200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.825817800
Steel Protective Coatingsq. ft.4,3664,358800