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Mill Road over Trout Creek
Map
Coordinates:
+29.88068, -84.74192
29°52'50" N, 84°44'31" W
+29.88068, -84.74192
29°52'50" N, 84°44'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Mill Road over Trout Creek |
| Structure number: | 494096 |
| Location: | 5.0 Mi N of US98/SR30 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 13.8 ft. [4.2 m] |
| Total length: | 90.2 ft. [27.5 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1959 |
| Year reconstructed: | 2000 |
| 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: | 8 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 33 [as of 2018] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 46.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $330,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Poor | Satisfactory | Poor | Fair | 33 | 46.0 |
| January 2017 | Fair | Satisfactory | Satisfactory | Fair | 33 | 62.0 |
| January 2015 | Fair | Satisfactory | Satisfactory | Fair | 33 | 62.0 |
| January 2013 | Fair | Satisfactory | Satisfactory | Fair | 33 | 62.0 |
| January 2011 | Fair | Satisfactory | Satisfactory | Fair | 30 | 62.0 |
| January 2009 | Fair | Good | Good | Fair | 30 | 62.0 |
| February 2008 | Poor | Good | Good | Poor | 30 | 46.0 |
| March 2006 | Fair | Good | Good | Fair | 30 | 62.0 |
| April 2004 | Fair | Good | Good | Fair | 30 | 62.0 |
| May 2002 | Fair | Good | Good | Fair | 30 | 62.0 |
| June 2000 | Fair | Good | Good | Fair | 30 | 62.0 |
| July 1999 | Poor | Fair | Poor | Fair | 30 | 44.3 |
| June 1998 | Poor | Fair | Poor | Fair | 30 | 44.3 |
| June 1997 | Poor | Fair | Poor | Fair | 30 | 44.2 |
| July 1996 | Fair | Fair | Fair | Satisfactory | 30 | 57.2 |
| August 1995 | Poor | Poor | Fair | Satisfactory | 30 | 57.2 |
| August 1994 | Fair | Fair | Satisfactory | Good | 40 | 73.2 |
© 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/1082754
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082754