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SCAPPOOSE-VERNONIA over E FK NEHALEM RIVER
Map
Coordinates:
+45.85062, -123.10738
45°51'02" N, 123°06'27" W
+45.85062, -123.10738
45°51'02" N, 123°06'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SCAPPOOSE-VERNONIA over E FK NEHALEM RIVER |
| Structure number: | 20653 306900485 |
| Location: | 049 M SE JCT HWY47/FAS744 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 107.0 ft. [32.6 m] |
| Total length: | 109.9 ft. [33.5 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 620 [as of 2010] |
| Truck traffic: | 30% 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: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 98.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Good | Good | Satisfactory | 620 | 98.6 |
| May 2015 | Good | Good | Good | Good | 620 | 98.6 |
| May 2013 | Good | Good | Good | Good | 620 | 98.6 |
| May 2011 | Good | Good | Good | Good | 620 | 98.6 |
| May 2009 | Good | Very Good | Very Good | Very Good | 620 | 98.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 660 | 616 | 44 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 4,180 | 4,180 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,180 | 4,070 | 110 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 76 | 21 | 31 | 24 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 152 | 76 | 76 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 300 | 290 | 10 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1453178
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1453178