CENTRAL AVE over RUSSELL CREEK 001
Map
Coordinates:
+45.89230, -104.5506145°53'32" N, 104°33'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CENTRAL AVE over RUSSELL CREEK 001 |
Structure number: | M06038000+00101 |
Location: | EKALAKA-CENTRAL AVE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.3 ft. [6.2 m] |
Total length: | 22.6 ft. [6.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 13° |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 90.4 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 90.4 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 90.4 |
September 2011 | Fair | Satisfactory | Satisfactory | Good | 100 | 90.4 |
September 2009 | Fair | Satisfactory | Satisfactory | Good | 100 | 89.4 |
September 2007 | Fair | Fair | Satisfactory | Good | 100 | 89.4 |
October 2005 | Fair | Good | Satisfactory | Good | 100 | 89.4 |
February 2004 | Fair | Good | Satisfactory | Good | 100 | 89.4 |
November 2001 | Fair | Good | Satisfactory | Good | 100 | 89.3 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 100 | 89.3 |
February 1998 | Fair | Satisfactory | Good | Satisfactory | 100 | 89.3 |
November 1995 | Good | Very Good | Good | Very Good | 100 | 87.2 |
December 1993 | Good | Very Good | Very Good | Very Good | 100 | 87.2 |
February 1992 | Good | Very Good | Very Good | Good | 100 | 89.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 417 | 367 | 42 | 8 | 0 |
Substructure |
Timber Column | each | 12 | 0 | 10 | 2 | 0 |
Timber Abutment | linear ft. | 82 | 80 | 2 | 0 | 0 |
Timber Pier Cap | linear ft. | 46 | 45 | 0 | 1 | 0 |
Deck |
Timber Deck | sq. ft. | 549 | 517 | 27 | 5 | 0 |