419th Avenue over Spain Ditch
Map
Coordinates:
+45.68957, -97.8343445°41'22" N, 97°50'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 419th Avenue over Spain Ditch |
Structure number: | 000000046070171 |
Location: | 0.5W & 5.9N of Langford |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 88.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Fair | Satisfactory | 16 | 88.0 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 16 | 81.3 |
September 2013 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
September 2011 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
June 2009 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
July 2007 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
August 2005 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
July 2003 | Fair | Satisfactory | Fair | Satisfactory | 16 | 77.8 |
September 2001 | Fair | Satisfactory | Satisfactory | Fair | 16 | 77.8 |
August 1999 | Fair | Satisfactory | Very Good | Fair | 16 | 77.8 |
October 1997 | Fair | Satisfactory | Very Good | Satisfactory | 16 | 87.8 |
August 1995 | Fair | Satisfactory | Very Good | Satisfactory | 16 | 87.5 |
July 1993 | Fair | Satisfactory | Very Good | Good | 16 | 88.5 |
August 1991 | Fair | Satisfactory | Very Good | Good | 16 | 89.5 |