416th Avenue over Crow Creek Ditch
Map
Coordinates:
+45.76961, -97.8961645°46'11" N, 97°53'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 416th Avenue over Crow Creek Ditch |
Structure number: | 000000046040115 |
Location: | 2N & 1E of Amherst |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Year reconstructed: | 1965 |
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: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 35 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 38.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $377,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Fair | Poor | Poor | 35 | 38.0 |
July 2015 | Poor | Fair | Poor | Poor | 35 | 38.0 |
September 2013 | Poor | Fair | Poor | Poor | 35 | 48.2 |
September 2011 | Poor | Fair | Poor | Satisfactory | 35 | 38.0 |
June 2009 | Poor | Fair | Poor | Satisfactory | 35 | 38.0 |
July 2007 | Poor | Satisfactory | Poor | Satisfactory | 35 | 39.0 |
August 2005 | Poor | Satisfactory | Poor | Satisfactory | 35 | 39.0 |
July 2003 | Poor | Satisfactory | Poor | Satisfactory | 35 | 38.0 |
September 2001 | Poor | Satisfactory | Poor | Satisfactory | 35 | 38.0 |
August 1999 | Poor | Satisfactory | Poor | Satisfactory | 35 | 38.0 |
August 1997 | Fair | Good | Fair | Good | 35 | 38.0 |
August 1995 | Fair | Good | Fair | Good | 35 | 38.0 |
August 1993 | Poor | Fair | Critical | Poor | 35 | 37.0 |
August 1991 | Poor | Fair | Critical | Fair | 35 | 38.0 |