207TH ST over MARSH CK
Map
Coordinates:
+44.38313, -97.7140044°22'59" N, 97°42'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 207TH ST over MARSH CK |
Structure number: | 000000039069110 |
Location: | 8.1W DESMET |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.3 ft. [7.1 m] |
Total length: | 24.3 ft. [7.4 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 23.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $302,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Satisfactory | Fair | Serious | 15 | 23.0 |
September 2016 | Poor | Satisfactory | Fair | Critical | 15 | 23.0 |
October 2014 | Poor | Satisfactory | Fair | Critical | 15 | 23.0 |
October 2012 | Poor | Satisfactory | Fair | Critical | 15 | 23.0 |
September 2010 | Poor | Satisfactory | Fair | Poor | 15 | 25.0 |
July 2008 | Poor | Satisfactory | Fair | Poor | 15 | 25.0 |
September 2006 | Poor | Satisfactory | Fair | Poor | 15 | 26.5 |
July 2004 | Poor | Satisfactory | Fair | Poor | 15 | 25.0 |
August 2002 | Poor | Fair | Satisfactory | Poor | 15 | 24.0 |
August 2000 | Poor | Satisfactory | Satisfactory | Poor | 15 | 25.0 |
October 1998 | Fair | Satisfactory | Fair | Fair | 15 | 41.0 |
September 1996 | Fair | Fair | Fair | Fair | 15 | 29.2 |
September 1994 | Fair | Fair | Fair | Fair | 15 | 29.0 |
August 1992 | Fair | Fair | Fair | Fair | 15 | 39.3 |
August 1990 | Fair | Fair | Fair | Satisfactory | 15 | 43.3 |