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WILLOW CREEK RD over I 90 EB-WB;WILLOW CR. GS

Map

Coordinates:
+47.46977, -115.76623
47°28'11" N, 115°45'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLOW CREEK RD over I 90 EB-WB;WILLOW CR. GS
Structure number:000000000030975
Location:2.5 E. MULLAN
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:120.1 ft. [36.6 m]
Total length:207.0 ft. [63.1 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1973
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:Concrete [1]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:33% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.6 tons [35.1 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:$1,677,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201678.7FairSatisfactorySatisfactorySatisfactoryFO150
June 201479.7FairSatisfactorySatisfactorySatisfactoryFO30
June 201279.7FairSatisfactorySatisfactorySatisfactoryFO30
June 201079.7FairSatisfactorySatisfactorySatisfactoryFO30
June 200879.7FairSatisfactorySatisfactorySatisfactoryFO30
June 200679.7FairSatisfactorySatisfactorySatisfactoryFO30
June 200479.7FairSatisfactorySatisfactorySatisfactoryFO30
June 200279.7FairSatisfactorySatisfactoryGoodFO30
June 200079.7FairGoodSatisfactoryGoodFO30
June 199879.7FairGoodSatisfactoryGoodFO30
June 199679.7FairGoodSatisfactoryGoodFO30
June 199479.9FairGoodSatisfactoryGoodFO30
June 199279.2FairGoodSatisfactorySatisfactoryFO110
June 199079.2GoodGoodGoodGoodFO110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.2071763100
Deck
Reinforced Concrete Top Flangesq. ft.4,0993,0641,03500
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.3939000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.472471100
Reinforced Concrete Bridge Raillinear ft.4834057260