SCAPPOOSE-VERNONIA over N FK SCAPPOOSE CREEK
Map
Coordinates:
+45.79638, -122.9175845°47'47" N, 122°55'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SCAPPOOSE-VERNONIA over N FK SCAPPOOSE CREEK |
Structure number: | 13354A114301730 |
Location: | 032 MI NW JCT FAP1-FAS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 119.1 ft. [36.3 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1956 |
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: | 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: | 1,600 [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: | 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 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: | 68.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1600 | 68.4 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 1600 | 68.4 |
May 2013 | Fair | Good | Good | Satisfactory | 1600 | 68.4 |
May 2011 | Fair | Good | Good | Satisfactory | 1600 | 68.4 |
May 2009 | Good | Good | Very Good | Good | 1600 | 69.4 |
November 2008 | Good | Good | Very Good | Good | 1600 | 68.2 |
September 2006 | Good | Good | Very Good | Good | 1538 | 68.3 |
September 2004 | Good | Good | Very Good | Good | 1538 | 68.0 |
October 2002 | Good | Good | Very Good | Good | 1494 | 68.1 |
September 2000 | Good | Good | Very Good | Good | 1450 | 68.2 |
August 1998 | Good | Good | Very Good | Good | 1450 | 68.2 |
May 1996 | Good | Good | Very Good | Good | 1450 | 68.2 |
April 1994 | Good | Good | Very Good | Good | 1450 | 68.1 |
March 1992 | Good | Good | Very Good | Good | 1450 | 68.1 |
January 1990 | Good | Good | Very Good | Very Good | 1300 | 68.4 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 476 | 418 | 58 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,689 | 3,674 | 15 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,689 | 3,685 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 9 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 62 | 40 | 22 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 62 | 62 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 62 | 0 | 62 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 238 | 230 | 8 | 0 | 0 |