COUNTY ROAD over SOURIS RIVER
Map
Coordinates:
+48.92263, -101.9267148°55'21" N, 101°55'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over SOURIS RIVER |
Structure number: | 000000038105052 |
Location: | 14 WEST 4 SOUTH SHERWOOD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Year reconstructed: | 1961 |
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: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2018] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 48.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | - | Satisfactory | Serious | 20 | 48.7 |
May 2017 | Poor | - | Satisfactory | Poor | 20 | 65.7 |
September 2016 | Poor | - | Satisfactory | Poor | 20 | 66.7 |
September 2014 | Poor | - | Satisfactory | Poor | 20 | 66.7 |
May 2012 | Fair | - | Satisfactory | Fair | 20 | 82.7 |
October 2010 | Fair | - | Satisfactory | Fair | 20 | 82.7 |
January 2009 | Fair | - | Satisfactory | Fair | 20 | 82.7 |
January 2007 | Fair | - | Satisfactory | Fair | 20 | 82.7 |
January 2005 | Fair | - | Satisfactory | Satisfactory | 20 | 93.7 |
January 2003 | Fair | - | Satisfactory | Satisfactory | 20 | 93.7 |
January 2001 | Fair | - | Satisfactory | Satisfactory | 20 | 93.7 |
January 1999 | Fair | - | Satisfactory | Satisfactory | 20 | 93.7 |
February 1997 | Fair | - | Good | Satisfactory | 20 | 91.8 |
February 1995 | Fair | Good | Good | Satisfactory | 20 | 91.8 |
January 1993 | Fair | Good | Good | Satisfactory | 20 | 91.8 |
February 1991 | Fair | Good | Good | Satisfactory | 20 | 91.8 |
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. | 1,482 | 0 | 1,462 | 20 | 0 |
Substructure |
Timber Column | each | 56 | 0 | 52 | 1 | 3 |
Reinforced Concrete Abutment | linear ft. | 92 | 0 | 92 | 0 | 0 |
Timber Pier Cap | linear ft. | 144 | 0 | 139 | 5 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 446 | 445 | 1 | 0 | 0 |
Timber Bridge Rail | linear ft. | 446 | 446 | 0 | 0 | 0 |