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OR 224 (HWY 171) over CLACK RVR. (CARTER BR.)

Map

Coordinates:
+45.16681, -122.15576
45°10'01" N, 122°09'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 224 (HWY 171) over CLACK RVR. (CARTER BR.)
Structure number:08988 171 03877
Location:15.3 MI SE ESTACADA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:240.2 ft. [73.2 m]
Total length:351.7 ft. [107.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2016]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:69.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory57069.1
August 2015FairSatisfactorySatisfactorySatisfactory70063.6
July 2013FairSatisfactorySatisfactorySatisfactory85055.4
June 2011FairGoodSatisfactorySatisfactory85055.4
April 2010FairGoodSatisfactorySatisfactory130040.2
April 2008FairGoodGoodSatisfactory130040.2
March 2008FairGoodGoodSatisfactory140040.2
May 2006FairGoodGoodSatisfactory140040.2
June 2005FairGoodSatisfactorySatisfactory140049.4
June 2003FairGoodGoodSatisfactory160056.0
June 2001FairGoodGoodSatisfactory170056.0
June 1999GoodGoodGoodGood170056.0
June 1997GoodVery GoodGoodGood270054.0
June 1995GoodVery GoodGoodGood165056.0
June 1993GoodVery GoodGoodGood165056.0
June 1991GoodGoodGoodGood140058.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.44422122300
Steel Stringerlinear ft.96077518500
Steel Protective Coatingsq. ft.3,9122,98778212815
Deck
Reinforced Concrete Decksq. ft.7,0606,89175940
Wearing Surfacessq. ft.6,2576,257000
Superstructure
Steel Trusslinear ft.48033614400
Steel Protective Coatingsq. ft.34,62233,1961,27412725
Steel Floor Beamlinear ft.30213516304
Steel Protective Coatingsq. ft.1,8881,50018918910
Deck
Reinforced Concrete Top Flangesq. ft.3,3153,2971530
Wearing Surfacessq. ft.2,8892,889000
Superstructure
Steel Gusset Plateeach682221250
Steel Protective Coatingsq. ft.1,1809931185910
Substructure
Reinforced Concrete Columneach86110
Reinforced Concrete Abutmentlinear ft.3030000
Reinforced Concrete Pile Cap/Footinglinear ft.7007000
Reinforced Concrete Pier Caplinear ft.70501190
Joints
Other Jointlinear ft.1481153300
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.2402040
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.2402130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.704488181350
Steel Protective Coatingsq. ft.3,0552,0697332530