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SCAPPOOSE-VERNONIA over S FK SCAPPOOSE CREEK

Map

Coordinates:
+45.76372, -122.87996
45°45'49" N, 122°52'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCAPPOOSE-VERNONIA over S FK SCAPPOOSE CREEK
Structure number:13350A114302008
Location:001 MI NW JCT FAP 1
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:27.9 ft. [8.5 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:25°
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:Stringer/Multi-beam or girder [02]
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:2,648 [as of 2010]
Truck traffic:10% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:75.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$435,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodSatisfactorySatisfactory264875.4
May 2015FairGoodSatisfactorySatisfactory264875.4
May 2013FairGoodSatisfactorySatisfactory264875.4
May 2011FairGoodSatisfactorySatisfactory264875.4
May 2009FairGoodSatisfactoryGood264876.4
November 2008FairVery GoodSatisfactoryGood264878.2
September 2006FairVery GoodSatisfactoryGood254678.2
September 2004FairVery GoodFairVery Good254667.1
October 2002GoodVery GoodVery GoodVery Good247278.3
September 2000GoodVery GoodVery GoodVery Good240078.3
August 1998GoodVery GoodVery GoodVery Good240078.3
May 1996GoodVery GoodGoodVery Good240078.3
April 1994PoorVery GoodGoodPoor240050.8
May 1992PoorVery GoodVery GoodPoor240050.8
January 1990FairVery GoodVery GoodSatisfactory220078.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5104595100
Deck
Reinforced Concrete Top Flangesq. ft.2,6352,635000
Wearing Surfacessq. ft.2,6352,635000
Substructure
Timber Abutmentlinear ft.6868000
Steel Pileeach10100
Timber Pileeach2313910
Steel Pier Caplinear ft.6806800
Joints
Other Jointlinear ft.6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.170165410