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CR 67 over Tiger Creek
Map
Coordinates:
+30.16238, -84.71537
30°09'45" N, 84°42'55" W
+30.16238, -84.71537
30°09'45" N, 84°42'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 67 over Tiger Creek |
| Structure number: | 560052 |
| Location: | 16.2 Miles East of SR 65 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 10.8 ft. [3.3 m] |
| Total length: | 31.8 ft. [9.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1959 |
| 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: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 600 [as of 2017] |
| Truck traffic: | 16% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2017 | Fair | 6 out of 10 | 600 | 96.1 |
| March 2015 | Fair | 6 out of 10 | 600 | 98.0 |
| March 2013 | Fair | 6 out of 10 | 500 | 89.3 |
| April 2011 | Fair | 6 out of 10 | 101 | 94.1 |
| April 2009 | Fair | 6 out of 10 | 101 | 94.1 |
| May 2007 | Good | 7 out of 10 | 101 | 93.5 |
| June 2005 | Good | 7 out of 10 | 101 | 93.5 |
| July 2003 | Good | 7 out of 10 | 101 | 93.1 |
| August 2001 | Good | 7 out of 10 | 101 | 93.1 |
| July 1999 | Good | 7 out of 10 | 101 | 93.1 |
| July 1997 | Good | 7 out of 10 | 101 | 93.1 |
| July 1995 | Good | 7 out of 10 | 101 | 93.3 |
| August 1993 | Good | 7 out of 10 | 101 | 93.3 |
| October 1991 | Good | 7 out of 10 | 101 | 92.3 |
© 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/1083510
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1083510