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SH 3 over FOURTH OF JULY CREEK

Map

Coordinates:
+47.57333, -116.44222
47°34'24" N, 116°26'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 3 over FOURTH OF JULY CREEK
Structure number:000000000010145
Location:3.1 N. ROSE LK.;JCT I 90
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2015
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:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2015]
Truck traffic:9% 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]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodSatisfactorySatisfactory210081.3
July 2015FairGoodSatisfactorySatisfactory210081.3
July 2013FairSatisfactorySatisfactorySatisfactory210078.3
July 2011FairSatisfactorySatisfactorySatisfactory230077.5
July 2009FairSatisfactorySatisfactorySatisfactory270076.2
July 2007FairSatisfactorySatisfactorySatisfactory270076.2
July 2005FairSatisfactorySatisfactorySatisfactory270076.2
July 2003FairSatisfactorySatisfactorySatisfactory250077.0
July 2001FairSatisfactorySatisfactorySatisfactory250077.0
July 2000FairSatisfactoryGoodGood240075.3
July 1998FairSatisfactoryGoodGood240075.3
July 1996FairSatisfactoryGoodGood240077.3
July 1994FairSatisfactoryGoodGood240078.9
July 1992GoodGoodGoodGood203080.2
July 1990GoodGoodGoodGood203078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6515817000
Deck
Reinforced Concrete Decksq. ft.3,0413,041000
Wearing Surfacessq. ft.2,8082,808000
Substructure
Steel Columneach1414000
Steel Protective Coatingsq. ft.910910000
Reinforced Concrete Abutmentlinear ft.64541000
Reinforced Concrete Pier Caplinear ft.60411900
Joints
Compression Jointlinear ft.6806800
Bearings
Elastomeric Bearingeach77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184184000