ELOCHOMAN VALEY RD over ELOCHOMAN RIVER
Map
Coordinates:
+46.21925, -123.3539746°13'09" N, 123°21'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ELOCHOMAN VALEY RD over ELOCHOMAN RIVER |
Structure number: | 0007266A0000000 |
Location: | 2.3 N JCT SR 4 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 254.9 ft. [77.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 726 [as of 2002] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 93.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,060,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Good | 726 | 93.4 |
August 2015 | Fair | Good | Satisfactory | Good | 726 | 93.4 |
August 2013 | Fair | Good | Satisfactory | Good | 726 | 93.4 |
August 2011 | Fair | Good | Satisfactory | Good | 922 | 86.7 |
August 2009 | Good | Good | Good | Good | 922 | 86.7 |
August 2007 | Good | Good | Good | Good | 922 | 86.7 |
November 2005 | Good | Good | Good | Good | 922 | 87.7 |
September 2003 | Fair | Good | Good | Fair | 922 | 76.6 |
July 2001 | Fair | Good | Good | Fair | 922 | 76.6 |
August 1999 | Poor | Good | Good | Serious | 922 | 43.5 |
July 1997 | Poor | Good | Good | Serious | 635 | 50.4 |
November 1995 | Good | Good | Good | Good | 635 | 93.9 |
December 1993 | Good | Good | Good | Good | 445 | 94.0 |
July 1991 | Poor | Poor | Poor | Good | 445 | 63.9 |