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<br />~ <br /> <br />I~eriaL Testino Laboralorie6 <br /> <br />3905 KIDRON ROAD. LAKELAND, FLORIDA33811 · TELEPHONE: (941) 647-2877 <br />FAX: (941) 647-1770 <br /> <br />SOIL TESTING - FIELD DENSITY - <br />PERCENTAGE OF COMPACTION REPORT <br /> <br />Project: <br />Client: <br />Job No.: <br />Date: <br />Permit #: <br /> <br />37408 Cornwall Drive <br />Ryman Construction <br />6508 <br />9/30/97 <br />6967 <br /> <br />Lab No.: <br />Technician: <br />Contractor: <br />Weather: <br /> <br />1D <br />A. McGhin <br />Client <br />Cloudy <br />Page 1 of 1 <br /> <br /> <br />1 Building pad area; southwest 9.5 103.6 107.9 90 <br />comer - ade level <br />2 Building pad area; southwest 12.1 102.8 107.9 95.3 90 <br />comer - l' below ade <br />3 Building pad area; southwest 12.4 103.0 107.9 95.5 90 <br />comer - 2' below ade <br />4 Building pad area; center - grade 9.8 107. 4 107.9 99.5 90 <br />level <br />5 Building pad area; center - l' 10.8 108.0 107.9 100 90 <br />below ade <br />6 Building pad area; northeast 9.2 104. I 107.9 96.5 90 <br />comer - ade level <br />The percentage of compaction for the in-place density tests are based on laboratory Moisture <br />Density Relations Tests D698A as follows: <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br /> <br />Environmental Consultants, Soil, Concrete and Materials QualitY Control Testing <br />