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Gully Branch Road over Pine Log Creek
Map
Coordinates:
+29.93718, -84.63361
29°56'14" N, 84°38'01" W
+29.93718, -84.63361
29°56'14" N, 84°38'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Gully Branch Road over Pine Log Creek |
| Structure number: | 490825 |
| Location: | 0.35 Mi West of CR 67 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 11.2 ft. [3.4 m] |
| Owner: | State Park, Forest, or Reservation Agency [11] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2017] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 44.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Poor | Satisfactory | Poor | Good | 25 | 44.0 |
| September 2015 | Fair | Satisfactory | Satisfactory | Good | 25 | 71.0 |
| September 2013 | Fair | Satisfactory | Satisfactory | Good | 25 | 71.0 |
| April 2011 | Fair | Good | Satisfactory | Good | 25 | 71.0 |
| April 2009 | Fair | Good | Satisfactory | Good | 25 | 71.0 |
| May 2007 | Fair | Good | Satisfactory | Good | 25 | 71.0 |
| June 2005 | Fair | Good | Satisfactory | Good | 25 | 71.0 |
| July 2003 | Fair | Good | Satisfactory | Good | 25 | 71.0 |
| February 2003 | Poor | Good | Satisfactory | Critical | 25 | 19.7 |
| March 2001 | Fair | Good | Satisfactory | Very Good | 26 | 72.0 |
© 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/1082733
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082733