County recommends 90' x 26' CCS bridge to replace Poe 17 culvert
A hydraulic analysis found the drainage area at Poe 17 is too large for a box culvert; county staff recommended a 90' x 26' CCS bridge with a 7.5° skew as the replacement option and will proceed with final design as time permits.
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Ringgold County staff reported completion of a hydraulic analysis for the Poe 17 project site and recommended replacement with a 90'-0" x 26' CCS bridge, 7.5° skew, left ahead, because the drainage area is too large for a box culvert. The department said it will work on final design and plans as time permits.
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