CAMP ONE ROAD over WILLAPA RIVER NORTH FORK
Map
Coordinates:
+46.65017, -123.6536146°39'01" N, 123°39'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMP ONE ROAD over WILLAPA RIVER NORTH FORK |
Structure number: | 084233000000000 |
Location: | 5.0 SE JCT 6 & 101 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 50° |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 450 [as of 2018] |
Truck traffic: | 30% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Very Good | 450 | 88.0 |
June 2016 | Good | Very Good | Very Good | Very Good | 450 | 87.7 |
June 2014 | Good | Very Good | Very Good | Very Good | 450 | 87.7 |
June 2012 | Good | Very Good | Very Good | Very Good | 450 | 91.8 |
November 2010 | Good | Very Good | Very Good | Very Good | 450 | 91.8 |
November 2008 | Good | Very Good | Very Good | Very Good | 450 | 91.8 |
November 2006 | Good | Very Good | Very Good | Very Good | 466 | 91.8 |
November 2005 | Good | Good | Very Good | Very Good | 466 | 91.8 |
January 2004 | Good | Good | Very Good | Very Good | 466 | 91.8 |
April 2002 | Good | Very Good | Very Good | Very Good | 200 | 92.9 |
January 1999 | Good | Very Good | Very Good | Good | 200 | 94.9 |
January 1998 | Good | Very Good | Very Good | Good | 200 | 94.9 |
April 1997 | Good | Very Good | Very Good | Good | 200 | 94.9 |
March 1996 | Good | Very Good | Very Good | Good | 200 | 94.9 |
April 1995 | Good | Very Good | Very Good | Good | 200 | 94.9 |
April 1994 | Good | Very Good | Very Good | Good | 200 | 94.9 |
May 1993 | Good | Very Good | Very Good | Good | 200 | 94.9 |
April 1992 | Good | Very Good | Very Good | Very Good | 200 | 86.1 |