ALANEN ROAD over SALMON CREEK
Map
Coordinates:
+46.38678, -123.6962846°23'12" N, 123°41'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ALANEN ROAD over SALMON CREEK |
Structure number: | 084310000000000 |
Location: | 0.16 N WAHKIAKUM CO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 46 [as of 2018] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $475,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Good | 46 | 81.1 |
June 2016 | Good | Very Good | Very Good | Good | 46 | 81.0 |
June 2014 | Good | Very Good | Very Good | Good | 46 | 81.0 |
July 2012 | Good | Very Good | Very Good | Good | 46 | 77.9 |
November 2010 | Good | Very Good | Very Good | Good | 46 | 77.9 |
November 2007 | Good | Very Good | Very Good | Good | 46 | 77.9 |
November 2005 | Good | Very Good | Very Good | Good | 46 | 77.9 |
January 2004 | Good | Very Good | Very Good | Good | 46 | 77.9 |
April 2002 | Good | Very Good | Very Good | Very Good | 15 | 77.5 |
February 1999 | Good | Very Good | Very Good | Very Good | 15 | 79.5 |
February 1998 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
April 1997 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
March 1996 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
April 1995 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
May 1994 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
March 1993 | Good | Very Good | Very Good | Very Good | 15 | 80.3 |
April 1992 | Good | Very Good | Very Good | Very Good | 15 | 64.5 |