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SCAPPOOSE-VERNONIA over NO FK SCAPPOOSE CR

Columbia County, Oregon

Map

Coordinates:
+45.79034, -122.91142
45°47'25" N, 122°54'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCAPPOOSE-VERNONIA over NO FK SCAPPOOSE CR
Structure number:13353A114301783
Location:024 MI NW JCT FAP1
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:1,655 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:74.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$461,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory165574.3
May 2015FairGoodGoodSatisfactory165574.3
May 2013FairGoodGoodSatisfactory165574.3
May 2011FairGoodGoodSatisfactory165574.3
May 2009GoodVery GoodGoodGood165575.3
November 2008GoodVery GoodGoodGood165580.2
September 2006GoodVery GoodGoodGood159180.3
September 2004GoodVery GoodGoodGood159180.1
October 2002GoodVery GoodGoodGood154580.1
September 2000GoodVery GoodGoodGood150080.2
August 1998GoodVery GoodGoodGood150080.2
May 1996GoodVery GoodGoodGood150080.2
April 1994GoodVery GoodGoodGood150080.2
March 1992GoodVery GoodVery GoodGood150080.2
January 1990GoodGoodVery GoodGood135080.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach168800
Reinforced Concrete Abutmentlinear ft.6257500
Reinforced Concrete Pier Caplinear ft.6255700
Joints
Other Jointlinear ft.62313100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180175500
Deck
Reinforced Concrete Slabsq. ft.2,7902,7791100
Wearing Surfacessq. ft.2,7902,60505180