113th Street over Spain Ditch
Map
Coordinates:
+45.74789, -97.8754445°44'52" N, 97°52'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 113th Street over Spain Ditch |
Structure number: | 000000046051130 |
Location: | 0.5N & 2.1E of Amherst |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.6 ft. [7.5 m] |
Total length: | 26.6 ft. [8.1 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 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: | 35 [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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 30.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Fair | Fair | Poor | 35 | 30.0 |
July 2015 | Poor | Fair | Fair | Poor | 35 | 30.0 |
September 2013 | Poor | Fair | Fair | Poor | 35 | 32.0 |
September 2011 | Poor | Fair | Fair | Poor | 35 | 30.0 |
August 2009 | Poor | Fair | Fair | Poor | 35 | 30.0 |
August 2007 | Poor | Fair | Fair | Poor | 35 | 30.0 |
August 2005 | Poor | Fair | Fair | Poor | 35 | 30.0 |
July 2003 | Poor | Fair | Fair | Poor | 35 | 30.0 |
September 2001 | Poor | Fair | Fair | Serious | 35 | 30.0 |
August 1999 | Poor | Fair | Fair | Serious | 35 | 30.0 |
August 1997 | Poor | Fair | Fair | Serious | 35 | 30.0 |
August 1995 | Poor | Satisfactory | Fair | Serious | 35 | 23.4 |
July 1993 | Poor | Satisfactory | Fair | Serious | 35 | 23.4 |
August 1991 | Poor | Satisfactory | Fair | Serious | 35 | 30.2 |