206TH STREET over REDSTONE CK
Map
Coordinates:
+44.39762, -97.7155144°23'51" N, 97°42'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 206TH STREET over REDSTONE CK |
Structure number: | 000000039069100 |
Location: | 6 S & 1.9 E BANCROFT |
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: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
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: September 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: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 49.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $316,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Fair | Satisfactory | Poor | 35 | 49.6 |
July 2015 | Poor | Fair | Satisfactory | Poor | 35 | 49.6 |
October 2013 | Poor | Fair | Satisfactory | Poor | 35 | 47.7 |
October 2011 | Poor | Fair | Satisfactory | Poor | 35 | 47.7 |
October 2009 | Poor | Fair | Satisfactory | Poor | 35 | 47.7 |
June 2007 | Poor | Fair | Satisfactory | Poor | 35 | 47.7 |
August 2005 | Poor | Fair | Satisfactory | Poor | 35 | 47.7 |
May 2003 | Fair | Fair | Satisfactory | Fair | 35 | 63.7 |
July 2001 | Fair | Fair | Satisfactory | Fair | 35 | 62.8 |
October 1999 | Poor | Poor | Satisfactory | Good | 35 | 66.3 |
July 1997 | Poor | Poor | Satisfactory | Fair | 35 | 68.3 |
August 1995 | Poor | Poor | Satisfactory | Fair | 35 | 68.0 |
August 1993 | Fair | Fair | Satisfactory | Fair | 35 | 61.8 |
August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 82.0 |