SR 6 over FERN CREEK
Map
Coordinates:
+46.54331, -123.5118946°32'36" N, 123°30'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 6 over FERN CREEK |
Structure number: | 0007013A0000000 |
Location: | 16.8 E JCT US 101 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 107.0 ft. [32.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,167 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 71.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,712,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 1167 | 71.2 |
April 2016 | Good | Good | Good | Good | 1220 | 68.0 |
April 2014 | Good | Good | Good | Good | 1220 | 68.0 |
April 2012 | Good | Good | Good | Good | 1286 | 67.2 |
May 2010 | Good | Good | Good | Good | 1456 | 66.5 |
May 2008 | Good | Good | Good | Good | 1456 | 66.5 |
June 2006 | Good | Good | Good | Good | 1562 | 66.5 |
June 2004 | Good | Good | Good | Good | 1562 | 66.5 |
August 2002 | Good | Good | Good | Good | 1562 | 66.5 |
May 2000 | Good | Good | Good | Good | 1562 | 66.5 |
June 1998 | Fair | Good | Good | Fair | 1568 | 55.5 |
December 1996 | Fair | Good | Good | Fair | 1568 | 55.5 |
June 1994 | Good | Good | Good | Good | 1280 | 68.2 |
June 1992 | Good | Good | Good | Good | 1200 | 68.9 |