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I-5 over TOUTLE RIVER

Map

Coordinates:
+46.31039, -122.91389
46°18'37" N, 122°54'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 over TOUTLE RIVER
Structure number:0008335B0000000
Location:2.1 N JCT SR 504
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:304.1 ft. [92.7 m]
Total length:309.1 ft. [94.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Vertical clearance above deck:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:22,511 [as of 2012]
Truck traffic:20% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,416,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorFairGood2251163.6
March 2015PoorPoorFairGood2251163.6
March 2013FairFairFairGood2020570.1
March 2011FairFairFairGood2020570.1
April 2009FairFairFairGood2200869.8
April 2007FairSatisfactoryFairGood4291967.3
March 2005FairSatisfactoryFairGood4291967.3
April 2003FairSatisfactoryFairGood4291967.3
March 2002FairSatisfactoryFairGood4291968.3
March 2001FairSatisfactoryFairGood4291968.3
July 2000FairSatisfactoryFairGood1641671.6
September 1999FairSatisfactoryFairGood1641671.6
August 1998FairSatisfactoryFairGood1641671.6
November 1997FairSatisfactoryFairGood1641671.6
May 1995PoorSatisfactoryPoorGood1641656.9
October 1994PoorSatisfactoryPoorGood1641656.9
November 1993PoorSatisfactoryPoorGood1505057.1
November 1992PoorSatisfactoryPoorGood1600052.8
September 1991PoorPoorPoorGood1600049.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,1252,123110
Steel Protective Coatingsq. ft.17,90917,0650482362
Deck
Reinforced Concrete Decksq. ft.14,83214,243576013
Wearing Surfacessq. ft.14,832010,6624503,720
Superstructure
Steel Archlinear ft.608608000
Steel Protective Coatingsq. ft.51,24148,82601,3801,035
Steel Secondary Cableeach2020000
Steel Floor Beamlinear ft.6055832200
Steel Protective Coatingsq. ft.5,0984,8580137103
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.124124000
Reinforced Concrete Pier Caplinear ft.120120000
Joints
Strip Seal Jointlinear ft.4804800
Pourable Jointlinear ft.4800480
Open Jointlinear ft.4800096384
Bearings
Disk Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.618618000
Reinforced Concrete Bridge Raillinear ft.618618000