STAGVILLE DRAW RD over RUSSELL CREEK 005
Map
Coordinates:
+45.85705, -104.5126245°51'25" N, 104°30'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STAGVILLE DRAW RD over RUSSELL CREEK 005 |
Structure number: | L06024000+04001 |
Location: | 3M SE EKALAKA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans 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: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 80.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $73,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Fair | 100 | 80.9 |
August 2015 | Fair | Satisfactory | Good | Fair | 100 | 80.9 |
August 2013 | Fair | Satisfactory | Good | Fair | 100 | 80.9 |
September 2011 | Fair | Good | Good | Fair | 100 | 80.9 |
September 2009 | Fair | Good | Good | Fair | 100 | 75.9 |
September 2007 | Fair | Good | Very Good | Fair | 100 | 75.9 |
October 2005 | Poor | Good | Very Good | Poor | 100 | 59.9 |
February 2004 | Poor | Good | Very Good | Poor | 100 | 59.9 |
November 2001 | Poor | Good | Very Good | Poor | 100 | 59.9 |
November 1999 | Poor | Good | Very Good | Poor | 100 | 59.9 |
February 1998 | Fair | Good | Very Good | Fair | 100 | 75.9 |
November 1995 | Fair | Good | Very Good | Satisfactory | 31 | 84.8 |
December 1993 | Fair | Good | Good | Satisfactory | 31 | 84.8 |
February 1992 | Fair | Very Good | Good | Satisfactory | 31 | 87.3 |
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. | 581 | 552 | 0 | 29 | 0 |
Substructure |
Timber Column | each | 18 | 6 | 10 | 2 | 0 |
Timber Abutment | linear ft. | 59 | 44 | 9 | 6 | 0 |
Timber Pier Cap | linear ft. | 79 | 47 | 16 | 16 | 0 |
Deck |
Timber Deck | sq. ft. | 1,163 | 581 | 582 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 115 | 69 | 23 | 23 | 0 |