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CR 299-Curtis Mill over Cow Creek
Map
Coordinates:
+30.02497, -84.53513
30°01'30" N, 84°32'06" W
+30.02497, -84.53513
30°01'30" N, 84°32'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 299-Curtis Mill over Cow Creek |
| Structure number: | 590027 |
| Location: | 2.8 Miles W US319/SR377 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 12.5 ft. [3.8 m] |
| Total length: | 24.6 ft. [7.5 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: June 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 88.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Fair | 5 out of 10 | 250 | 88.0 |
| June 2015 | Fair | 5 out of 10 | 250 | 88.0 |
| June 2013 | Good | 7 out of 10 | 300 | 98.7 |
| July 2011 | Good | 7 out of 10 | 134 | 98.9 |
| August 2009 | Good | 7 out of 10 | 134 | 98.9 |
| September 2007 | Good | 7 out of 10 | 134 | 98.9 |
| October 2005 | Good | 7 out of 10 | 134 | 98.9 |
| October 2003 | Good | 7 out of 10 | 134 | 98.9 |
| November 2001 | Good | 7 out of 10 | 134 | 98.9 |
| December 1999 | Good | 7 out of 10 | 250 | 92.2 |
| December 1997 | Good | 7 out of 10 | 250 | 92.5 |
| January 1996 | Good | 7 out of 10 | 250 | 99.8 |
| January 1994 | Good | 7 out of 10 | 250 | 99.8 |
| January 1992 | Good | 7 out of 10 | 250 | 99.8 |
© 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/1083899
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1083899