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<br />.~ <br /> <br />I~criaL 1cslino Laboraloric6 <br /> <br />3905 KIDRON ROAD. LAKELAND, FLORIDA33811 . TELEPHONE: (941) 647-2877 <br />FAX: (941) 647-1770 <br /> <br />Moisture-Density Relations of Soil <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />D1557 <br /> <br />Method <br /> <br />A <br /> <br />Client: <br />Project: <br />Permit #: <br /> <br />Ryman Construction <br />7320 Highland Loop <br />8867 <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />9/15/99 <br />6815 <br />IP <br /> <br />110 <br /> <br />'" <br /> <br />109 <br /> <br />(Dry Density -lbs./cu.ft,) <br />108 Max. Dry Density 109,6 pcf <br />Optimum Moisture 10,6% <br /> <br />107 <br /> <br />106 <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />MOISTURE (%) <br />Date Sampled: 9/13/99 Sampled By: AI McGhin <br />Location Sampled: Building pad area; grade to one foot below <br />Visual Classification: Tan fine sand <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br /> <br />ProcTest.fin <br />