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<br />~ <br /> <br />I~criaL 1estino Labo(aloric6 <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 /> <br />Ryman Construction <br />V dQ;hi D' <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />10/14/99 <br />6828 <br />IP <br /> <br />Proiect' 'iR53 () s re nve <br />~mit#: 8914 ') - -.,." <br />---= ::::::::--- <br />t <br /> <br />108 <br /> <br />107 <br /> <br />(Dry Density - lbs./cu,ft.) <br />106 Max. Dry Density 107,1 pef <br />Optimum Moisture 11.8% <br /> <br />105 <br /> <br />104 <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />MOISTIJRE (%) <br />Date Sampled: 10/12/99 Sampled By: AI McGhin <br />Location Sampled: Building pad area; composite <br />Visual Classification: Light brownish gray and tan mottled fine sand <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br /> <br />Proc T est.fin <br /> <br />Environmental Consultants. Soil. Concrete and Materials Quality Control Testing <br />