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OR 202 (HWY 102) over Nehalem River

Map

Coordinates:
+45.93509, -123.49225
45°56'06" N, 123°29'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 202 (HWY 102) over Nehalem River
Structure number:03110A102 02984
Location:1.0 MI E JEWEL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:115.2 ft. [35.1 m]
Total length:309.4 ft. [94.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodSatisfactory52066.7
May 2016FairGoodGoodSatisfactory57067.6
May 2014FairGoodGoodSatisfactory48067.9
May 2012GoodGoodGoodVery Good48067.9
May 2010GoodGoodGoodVery Good47067.9
May 2008GoodGoodVery GoodVery Good47064.4
May 2006GoodGoodVery GoodVery Good42096.4
May 2004GoodGoodVery GoodVery Good49096.1
May 2002GoodGoodVery GoodVery Good48096.1
May 2000GoodVery GoodVery GoodVery Good38096.6
May 1998GoodVery GoodVery GoodVery Good38096.6
May 1996GoodVery GoodVery GoodVery Good40096.5
May 1994GoodVery GoodVery GoodVery Good35094.8
May 1992GoodVery GoodVery GoodVery Good35094.8
May 1990GoodVery GoodVery GoodVery Good51092.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,2352,231220
Deck
Reinforced Concrete Decksq. ft.11,75511,754010
Wearing Surfacessq. ft.9,8999,899000
Substructure
Reinforced Concrete Pier Walllinear ft.7807620
Reinforced Concrete Abutmentlinear ft.9997200
Reinforced Concrete Pile Cap/Footinglinear ft.98633500
Steel Pileeach50500
Joints
Other Jointlinear ft.154154000
Bearings
Elastomeric Bearingeach1616000
Fixed Bearingeach1313000
Steel Protective Coatingsq. ft.1313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.619061900