404 AVE over CK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+45.01064, -98.1459945°00'38" N, 98°08'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 404 AVE over CK |
Structure number: | 000000058280159 |
Location: | 8.1N & 2W DOLAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1912 |
Year reconstructed: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2013] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 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: | 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: | 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: | 31.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $420,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2015 | Poor | Poor | Fair | Poor | 50 | 31.9 |
September 2013 | Poor | Fair | Satisfactory | Poor | 50 | 33.9 |
August 2011 | Poor | Fair | Satisfactory | Poor | 50 | 33.9 |
September 2009 | Poor | Fair | Satisfactory | Poor | 50 | 33.9 |
August 2007 | Fair | Fair | Satisfactory | Fair | 50 | 33.9 |
October 2005 | Fair | Fair | Satisfactory | Fair | 50 | 33.9 |
June 2003 | Fair | Fair | Satisfactory | Fair | 50 | 33.9 |
August 2001 | Fair | Satisfactory | Satisfactory | Fair | 50 | 34.9 |
September 1999 | Fair | Good | Good | Satisfactory | 50 | 41.7 |
October 1997 | Fair | Fair | Satisfactory | Fair | 50 | 33.9 |
October 1995 | Fair | Fair | Satisfactory | Fair | 50 | 33.9 |
October 1993 | Fair | Fair | Fair | Satisfactory | 50 | 33.9 |
August 1991 | Fair | Fair | Fair | Good | 50 | 33.9 |