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SCAPPOOSE-VERNONIA over N FK SCAPPOOSE CREEK

Map

Coordinates:
+45.77537, -122.89543
45°46'31" N, 122°53'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCAPPOOSE-VERNONIA over N FK SCAPPOOSE CREEK
Structure number:13352A114301914
Location:012 MI NW JCT FAP1
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,986 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:60.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair198660.7
May 2015FairSatisfactorySatisfactoryFair198660.7
May 2013FairGoodGoodFair198660.7
May 2011FairGoodGoodFair198660.7
May 2009FairGoodVery GoodSatisfactory198670.9
November 2008FairGoodVery GoodSatisfactory198671.9
September 2006FairGoodVery GoodSatisfactory190971.9
September 2004FairGoodVery GoodSatisfactory190971.6
October 2002FairGoodVery GoodSatisfactory185484.2
September 2000FairGoodVery GoodSatisfactory180084.3
August 1998FairGoodVery GoodFair180056.8
May 1996PoorGoodVery GoodPoor180042.4
April 1994PoorGoodVery GoodPoor180042.8
March 1992FairVery GoodVery GoodSatisfactory180067.4
January 1990GoodGoodGoodVery Good165067.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4043287600
Deck
Reinforced Concrete Top Flangesq. ft.3,1313,1072220
Wearing Surfacessq. ft.3,1312,92920200
Substructure
Reinforced Concrete Columneach1612400
Reinforced Concrete Abutmentlinear ft.6256600
Reinforced Concrete Pile Cap/Footinglinear ft.60600
Reinforced Concrete Pier Caplinear ft.6260200
Joints
Other Jointlinear ft.62313100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.202195700