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47690 305 STR. over CK
Map
Coordinates:
+42.96709, -96.66845
42°58'02" N, 96°40'06" W
+42.96709, -96.66845
42°58'02" N, 96°40'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 47690 305 STR. over CK |
| Structure number: | 000000064069080 |
| Location: | 7S & 4.9E BERESFORD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 19.4 ft. [5.9 m] |
| Total length: | 40.7 ft. [12.4 m] |
| Roadway width between curbs: | 23.3 ft. [7.1 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| 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: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 85.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $25,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| August 2016 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| July 2014 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| July 2012 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| September 2010 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| August 2008 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| September 2006 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| April 2004 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| April 2002 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| August 2000 | Fair | Satisfactory | Fair | Satisfactory | 15 | 85.0 |
| September 1998 | Fair | Satisfactory | Fair | Satisfactory | 15 | 82.5 |
| August 1996 | Good | Very Good | Good | Good | 15 | 96.0 |
| September 1994 | Good | Very Good | Good | Good | 15 | 96.0 |
| July 1992 | Good | Very Good | Good | Good | 15 | 96.0 |
| September 1990 | Good | Excellent | Very Good | Excellent | 15 | 96.0 |
© 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/1495347
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495347