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<br />~ <br /> <br />..:.. ." .~.- ..~ <br /> <br />I~eriaL ,Testino LaboralDriC() <br /> <br />3905 KIDRON ROAD · LAKELAND, FLORIDA33811 · TELEPHONE: (941) 647~28n <br />FAX: (941) 647-1 no <br /> <br />Moisture-Density Relations of Soil <br />Laboratory Compaction Test <br /> <br />ASlM <br /> <br />D698 <br /> <br />Method <br /> <br />Client: <br />Project: <br />Permit #: <br /> <br />Ryman Construction <br />37404 Cornwall Drive <br />7180-B <br /> <br /> 10.. <br /> \ <br />f1 <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />A <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />11/18/97 <br />6537 <br />IP <br /> <br />110 <br /> <br />109 <br /> <br />(Dry Density -lbs./cu.ft,) <br />108 Max. Dry Density 110,2 J>C(f <br />Optimum Moisture 11.6% <br /> <br />107 <br /> <br />106 <br /> <br />MOISTURE (%) <br />Date Sampled: 11113/97 Sampled By: AI McGhin <br />Location Sampled: Building pad area; grade to l' below <br />Visual Classification: Gray to dark gray fine sand with orange clay lenses <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br />AI McGhin <br />~t<~ <br />AJ McG " - - rawlY Manager <br /> <br />ProcT est.fin <br /> <br />, <br />Environmental Consultants. Soil, Concrete'and Materials Quality Control Testing <br />