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OR 202 (HWY 102) over Nehalem River

Map

Coordinates:
+45.95114, -123.46066
45°57'04" N, 123°27'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 202 (HWY 102) over Nehalem River
Structure number:03111A102 03206
Location:0.3 MI E JEWELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:520 [as of 2017]
Truck traffic:34% 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:78.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactorySatisfactory52078.8
May 2016FairGoodSatisfactorySatisfactory57078.7
May 2014FairGoodSatisfactorySatisfactory48077.9
May 2012FairSatisfactoryFairGood48066.6
May 2010FairSatisfactoryFairGood47066.7
May 2008FairSatisfactoryFairGood47063.2
May 2006FairSatisfactoryFairGood42066.6
May 2004FairSatisfactoryFairGood49065.7
May 2002FairSatisfactoryGoodVery Good48077.4
May 2000GoodGoodGoodVery Good38078.1
May 1998GoodVery GoodVery GoodVery Good38078.1
May 1996GoodVery GoodVery GoodVery Good40078.0
May 1994GoodGoodVery GoodVery Good35083.5
May 1992GoodGoodGoodVery Good35083.5
May 1990GoodGoodGoodVery Good51080.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600597030
Reinforced Concrete Stringerlinear ft.600600000
Reinforced Concrete Floor Beamlinear ft.246237450
Deck
Reinforced Concrete Top Flangesq. ft.9,3008,79650040
Wearing Surfacessq. ft.7,8007,800000
Substructure
Reinforced Concrete Columneach83230
Reinforced Concrete Pier Caplinear ft.143138500
Joints
Other Jointlinear ft.7207200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600060000