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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Mr. Clarkson was the operations manager for this project. The purpose of the geotechnical investigation <br />was to determine soil density before construction of a substation. Over 50 SPT borings were drilled to <br />identify the soil density. ATV mounted drill rigs installed 1,242 grout points for a total of 49,680 linear feet <br />drilled. Grouting equipment was mobilized to stabilize the soil. A Reed high pressure concrete pump was <br />used to force 5,150 cubic yards of compaction grout into the 1,242 grout injection point s. Additional SPT <br />borings were done throughout the area to confirm the compaction grouting process accomplished the soil <br />stabilization. <br />e. <br />(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED <br />Ona CSA01-A-Mosaic <br />Bowling Green, Florida <br />PROFESSIONAL SERVICES CONSTRUCTION (If <br />applicable) <br />2019 <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Mr. Clarkson was the operations manager for this project. We conducted an investigation for the purpose <br />of identifying soil to be used for the construction of a dam. The soil materials encountered were clay and <br />sand. Our ATV equipment was used to provide 70 standard penetration tests and 60 cone penetration <br />tests, to depths of 10 feet to 90 feet below ground surface. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />