Share: 
LOCAL over TROUBLESOME CREEK
Map
Coordinates:
+41.56908, -94.80026
41°34'09" N, 94°48'01" W
+41.56908, -94.80026
41°34'09" N, 94°48'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over TROUBLESOME CREEK |
| Structure number: | 000000000066410 |
| Location: | 078340707 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 89.9 ft. [27.4 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1929 |
| 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: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2012] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry 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: | Better than present minimum criteria [7] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 32.9 |
| 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 | Poor | Fair | Satisfactory | Serious | 50 | 32.9 |
| November 2015 | Poor | Fair | Satisfactory | Serious | 50 | 32.9 |
| November 2013 | Poor | Fair | Satisfactory | Serious | 50 | 32.9 |
| October 2011 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| October 2009 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| February 2008 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| January 2006 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| May 2004 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| January 2002 | Poor | Fair | Satisfactory | Serious | 30 | 32.9 |
| May 2000 | Fair | Fair | Good | Fair | 30 | 55.2 |
| April 1998 | Fair | Fair | Good | Fair | 30 | 60.2 |
| May 1996 | Fair | Fair | Good | Fair | 30 | 58.2 |
| February 1994 | Fair | Satisfactory | Good | Fair | 30 | 59.2 |
| April 1992 | Fair | Good | Good | Satisfactory | 30 | 69.2 |
| May 1990 | Fair | Good | Good | Satisfactory | 30 | 69.2 |
© 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/1111028
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1111028