ELOCHOMAN VALLEY R over DUCK CREEK
Map
Coordinates:
+46.25028, -123.3177846°15'01" N, 123°19'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ELOCHOMAN VALLEY R over DUCK CREEK |
Structure number: | 0011805A0000000 |
Location: | 5.4 N JCT SR 4 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2014] |
Truck traffic: | 10% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,741,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 560 | 97.7 |
November 2016 | Good | Good | Good | Good | 560 | 99.7 |
November 2014 | Good | Good | Good | Good | 560 | 99.7 |
November 2012 | Good | Good | Good | Good | 726 | 99.6 |
November 2010 | Good | Good | Good | Good | 726 | 99.6 |
December 2008 | Good | Good | Good | Good | 726 | 99.6 |
October 2006 | Good | Good | Good | Good | 726 | 99.6 |
October 2004 | Good | Good | Good | Good | 726 | 99.6 |
September 2002 | Good | Good | Good | Good | 726 | 99.6 |
October 2000 | Good | Very Good | Good | Very Good | 726 | 99.6 |
September 1998 | Good | Very Good | Very Good | Very Good | 445 | 99.7 |
September 1996 | Good | Very Good | Very Good | Very Good | 445 | 99.7 |
September 1994 | Good | Very Good | Very Good | Very Good | 445 | 99.7 |
March 1993 | Good | Very Good | Good | Good | 445 | 99.7 |
November 1990 | Good | Very Good | Good | Good | 445 | 99.7 |