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CR 67 over Gully Branch
Map
Coordinates:
+30.14056, -84.70009
30°08'26" N, 84°42'00" W
+30.14056, -84.70009
30°08'26" N, 84°42'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 67 over Gully Branch |
| Structure number: | 560048 |
| Location: | 18.0 Miles East of SR 65 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 10.2 ft. [3.1 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| 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: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 450 [as of 2017] |
| Truck traffic: | 15% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 58.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Poor | 4 out of 10 | 450 | 58.3 |
| January 2015 | Fair | 5 out of 10 | 600 | 73.9 |
| January 2013 | Fair | 5 out of 10 | 500 | 74.7 |
| January 2011 | Fair | 5 out of 10 | 101 | 76.2 |
| February 2009 | Good | 7 out of 10 | 101 | 99.9 |
| March 2007 | Good | 7 out of 10 | 101 | 99.9 |
| April 2005 | Good | 7 out of 10 | 101 | 98.9 |
| May 2003 | Good | 7 out of 10 | 101 | 98.9 |
| June 2001 | Good | 7 out of 10 | 101 | 98.9 |
| July 1999 | Good | 7 out of 10 | 101 | 82.0 |
| August 1997 | Good | 7 out of 10 | 101 | 75.8 |
| July 1995 | Good | 7 out of 10 | 101 | 94.3 |
| August 1993 | Good | 7 out of 10 | 101 | 94.3 |
| October 1991 | Fair | 6 out of 10 | 101 | 82.6 |
© 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/1083507
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1083507