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SH 3 over CD'A RIVER;ROSE LAKE

Map

Coordinates:
+47.52314, -116.51478
47°31'23" N, 116°30'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 3 over CD'A RIVER;ROSE LAKE
Structure number:000000000010141
Location:3.0 S. ROSE LAKE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:165.0 ft. [50.3 m]
Total length:431.1 ft. [131.4 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryGoodSatisfactory140096.1
July 2017FairSatisfactoryVery GoodFair140084.5
July 2015FairSatisfactoryVery GoodFair140084.5
July 2013FairSatisfactoryVery GoodFair140084.5
July 2011FairSatisfactoryVery GoodFair140076.2
July 2009FairSatisfactoryVery GoodSatisfactory140088.5
July 2007FairSatisfactoryVery GoodSatisfactory130089.2
July 2005FairSatisfactoryVery GoodSatisfactory130089.2
July 2003FairSatisfactoryVery GoodSatisfactory130089.2
July 2001FairSatisfactoryVery GoodSatisfactory130089.2
July 1999GoodGoodVery GoodGood130087.1
July 1997GoodGoodVery GoodGood130087.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7001,692080
Steel Protective Coatingsq. ft.32,87532,875000
Deck
Reinforced Concrete Decksq. ft.17,11114,4362,67500
Wearing Surfacessq. ft.15,81815,7930025
Concrete Protective Coatingsq. ft.15,81815,818000
Substructure
Reinforced Concrete Abutmentlinear ft.82325000
Steel Pileeach90090
Steel Protective Coatingsq. ft.1,8310001,831
Reinforced Concrete Pier Caplinear ft.7972700
Joints
Compression Jointlinear ft.38015230
Assembly with Sealeach41002615
Bearings
Elastomeric Bearingeach44000
Fixed Bearingeach128400
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90072018000