COUNTY HIGHWAY over SOURIS RIVER
Map
Coordinates:
+48.87925, -101.8682248°52'45" N, 101°52'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over SOURIS RIVER |
Structure number: | 000000038107080 |
Location: | 11 WEST 6 SOUTH SHERWOOD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 124.0 ft. [37.8 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1928 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 35 [as of 2018] |
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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 84.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $132,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | - | Satisfactory | Fair | 35 | 84.8 |
September 2016 | Fair | - | Satisfactory | Fair | 35 | 85.7 |
September 2014 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
May 2012 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
October 2010 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
January 2009 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
September 2007 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
January 2007 | Poor | - | Satisfactory | Poor | 35 | 69.7 |
January 2005 | Fair | - | Satisfactory | Satisfactory | 35 | 96.7 |
January 2003 | Fair | - | Satisfactory | Satisfactory | 35 | 96.7 |
January 2001 | Fair | - | Satisfactory | Good | 35 | 96.7 |
January 1999 | Good | - | Good | Good | 35 | 96.7 |
February 1997 | Good | - | Good | Good | 35 | 94.8 |
February 1995 | Good | Good | Good | Good | 35 | 94.8 |
January 1993 | Good | Good | Good | Good | 20 | 94.8 |
February 1991 | Good | Good | Good | Good | 20 | 94.8 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 1,040 | 728 | 300 | 12 | 0 |
Substructure |
Steel Column | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 5 | 0 | 0 | 0 |
Timber Column | each | 36 | 2 | 34 | 0 | 0 |
Timber Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 35 | 35 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 150 | 30 | 120 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 249 | 249 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 249 | 249 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 249 | 247 | 2 | 0 | 0 |
Timber Bridge Rail | linear ft. | 249 | 234 | 15 | 0 | 0 |