100th Street over Wild Rice Creek
Map
Coordinates:
+45.93546, -97.6839945°56'08" N, 97°41'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 100th Street over Wild Rice Creek |
Structure number: | 000000046141000 |
Location: | 10N & 3.1E of Britton |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.2 ft. [8.0 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 80 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 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: | 39.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $469,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Fair | Fair | Poor | 80 | 39.9 |
July 2015 | Poor | Fair | Fair | Poor | 80 | 39.9 |
September 2013 | Poor | Satisfactory | Satisfactory | Poor | 80 | 64.6 |
September 2011 | Fair | Satisfactory | Satisfactory | Fair | 80 | 67.8 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 80 | 67.8 |
July 2007 | Fair | Satisfactory | Satisfactory | Fair | 80 | 67.8 |
August 2005 | Fair | Satisfactory | Satisfactory | Fair | 80 | 67.8 |
July 2003 | Poor | Satisfactory | Satisfactory | Poor | 80 | 51.8 |
September 2001 | Poor | Satisfactory | Satisfactory | Poor | 80 | 51.8 |
August 1999 | Poor | Satisfactory | Satisfactory | Serious | 80 | 40.9 |
October 1997 | Fair | Satisfactory | Satisfactory | Fair | 80 | 66.7 |
August 1995 | Fair | Satisfactory | Satisfactory | Fair | 80 | 66.5 |
July 1993 | Fair | Satisfactory | Good | Fair | 80 | 52.3 |
July 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 62.3 |