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COUNTY RD over CK
Map
Coordinates:
+44.35426, -97.49952
44°21'15" N, 97°29'58" W
+44.35426, -97.49952
44°21'15" N, 97°29'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD over CK |
| Structure number: | 000000039176130 |
| Location: | 2 S & 2.6 E DE SMET |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| 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: | 35 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 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: | 43.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $308,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Poor | Satisfactory | Satisfactory | Poor | 35 | 43.9 |
| August 2016 | Poor | Satisfactory | Satisfactory | Poor | 35 | 43.9 |
| October 2014 | Poor | Satisfactory | Satisfactory | Poor | 35 | 43.9 |
| October 2012 | Poor | Satisfactory | Satisfactory | Poor | 35 | 40.0 |
| September 2010 | Poor | Satisfactory | Satisfactory | Poor | 35 | 40.0 |
| July 2008 | Poor | Satisfactory | Satisfactory | Poor | 35 | 40.0 |
| September 2006 | Poor | Satisfactory | Satisfactory | Poor | 35 | 38.0 |
| July 2004 | Fair | Satisfactory | Satisfactory | Fair | 35 | 45.9 |
| August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 52.9 |
| October 2000 | Fair | Good | Satisfactory | Satisfactory | 35 | 52.9 |
| August 1993 | Fair | Fair | Satisfactory | Satisfactory | 35 | 63.5 |
| August 1991 | Fair | Fair | Satisfactory | Satisfactory | 35 | 51.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492654
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492654