ADAMS RD over BEAVER CREEK
Map
Coordinates:
+45.83955, -123.2167845°50'22" N, 123°13'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ADAMS RD over BEAVER CREEK |
Structure number: | 016938300300010 |
Location: | 012 MI SW OF VERNONIA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 88 [as of 2010] |
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 minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 90.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 88 | 90.2 |
May 2015 | Good | Good | Good | Good | 88 | 90.2 |
May 2013 | Good | Good | Good | Good | 88 | 91.2 |
May 2011 | Good | Good | Good | Good | 88 | 91.2 |
May 2009 | Good | Very Good | Very Good | Very Good | 88 | 90.2 |
January 2009 | Good | Very Good | Very Good | Very Good | 88 | 93.2 |
September 2006 | Good | Very Good | Very Good | Very Good | 84 | 93.2 |
September 2004 | Good | Very Good | Very Good | Very Good | 84 | 93.2 |
September 2002 | Good | Very Good | Very Good | Very Good | 82 | 93.2 |
September 2000 | Good | Very Good | Very Good | Very Good | 80 | 93.2 |
August 1998 | Good | Very Good | Very Good | Very Good | 80 | 93.2 |
May 1996 | Good | Very Good | Very Good | Very Good | 80 | 93.2 |
April 1994 | Good | Very Good | Very Good | Very Good | 60 | 93.5 |
March 1992 | Good | Very Good | Very Good | Very Good | 60 | 93.5 |
January 1990 | Good | Excellent | Excellent | Excellent | 50 | 93.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Prestressed Concrete Deck | sq. ft. | 1,584 | 1,584 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,584 | 1,484 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 48 | 48 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 132 | 102 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 819 | 695 | 82 | 42 | 0 |