COUNTY ROAD over DES LACS RIVER
Map
Coordinates:
+48.47921, -101.7995948°28'45" N, 101°47'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over DES LACS RIVER |
Structure number: | 000000038110360 |
Location: | 2 NORTH AND 2 WEST CARPIO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span 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: | 25 [as of 2018] |
Superstructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 86.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | - | Good | Fair | 25 | 86.0 |
September 2016 | Fair | - | Good | Fair | 25 | 86.0 |
October 2014 | Fair | - | Good | Fair | 25 | 86.0 |
May 2012 | Good | - | Good | Good | 25 | 97.0 |
November 2010 | Good | - | Good | Good | 25 | 97.0 |
January 2009 | Good | - | Good | Good | 25 | 97.0 |
January 2007 | Good | - | Good | Good | 25 | 97.0 |
January 2005 | Good | - | Good | Good | 25 | 97.0 |
January 2003 | Good | - | Good | Good | 25 | 97.0 |
January 2001 | Good | - | Good | Good | 25 | 97.0 |
January 1999 | Good | - | Good | Good | 25 | 97.0 |
February 1997 | Good | - | Good | Good | 25 | 97.0 |
February 1995 | Good | Very Good | Good | Good | 25 | 96.0 |
January 1993 | Good | Very Good | Good | Good | 25 | 96.0 |
February 1991 | Good | Very Good | Good | Good | 25 | 96.0 |
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. | 200 | 190 | 10 | 0 | 0 |
Substructure |
Timber Column | each | 12 | 0 | 12 | 0 | 0 |
Timber Abutment | linear ft. | 52 | 52 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 52 | 26 | 26 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 49 | 48 | 1 | 0 | 0 |