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LOCAL over TROUBLESOME CREEK
Map
Coordinates:
+41.55832, -94.82186
41°33'30" N, 94°49'19" W
+41.55832, -94.82186
41°33'30" N, 94°49'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over TROUBLESOME CREEK |
| Structure number: | 000000000066690 |
| Location: | 078351305 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 105.0 ft. [32.0 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 20 [as of 2012] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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 minimum criteria [6] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 67.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Fair | Satisfactory | Satisfactory | 20 | 67.9 |
| November 2015 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| November 2013 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| October 2011 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| October 2009 | Poor | Fair | Satisfactory | Poor | 20 | 49.5 |
| February 2008 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| January 2006 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| May 2004 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| January 2002 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| May 2000 | Poor | Fair | Satisfactory | Poor | 20 | 49.8 |
| April 1998 | Fair | Fair | Satisfactory | Fair | 20 | 62.8 |
| May 1996 | Fair | Satisfactory | Satisfactory | Fair | 20 | 63.8 |
| February 1994 | Fair | Good | Satisfactory | Fair | 20 | 63.9 |
| April 1992 | Fair | Very Good | Good | Satisfactory | 20 | 73.9 |
| May 1990 | Fair | Very Good | Good | Satisfactory | 20 | 73.9 |
© 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/1111043
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1111043