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<br />~ <br /> <br />I~crial Testino Labo(aloricc) <br /> <br />3905 KIDRON ROAD. LAKELAND. FLORIDA 33811 . 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 />2P <br /> <br /> ~ l"- <br />. <br /> <br />110 <br /> <br />109 <br /> <br />(Dry Density - lbs./cu.ft.) <br />108 Max. Dry Density 109.6 pcf <br />Optimum Moisture 11.1 % <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; one foot below to natural ground <br />Visual Classification: Gray fine sand <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br /> <br />ProcTest,fin <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br />