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<br />~ <br /> <br />I~eriaL TestinO Laboralorie6 <br /> <br />3905 KIDRON ROAD · LAKELAND, FLORIDA 33811 · TELEPHONE: (941) 647-2877 <br />M . D' R l' fS'1 FAX: (941) 647-1770 <br />Olsture- enSlty e atIons 0 01 <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />D698 <br /> <br />Method <br /> <br />A <br /> <br />Client: <br />Project: <br />Permit #: <br /> <br />Ryman Construction <br />37408 Cornwall Drive <br />6967 <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />9/30/97 <br />6508 <br />IP <br /> <br />108 <br /> <br />107 <br /> <br />141I <br /> <br />(Dry Density -lbs./cu.ft.) <br />106 Max. Dry Density 107.9 pef <br />Optimum Moisture 12.90./0 <br /> <br />105 <br /> <br />104 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />16 <br /> <br />MOISTURE (%) <br />Date Sampled: 9/25/97 Sampled By: AI McGhin <br />Location Sampled: Building pad area; composite <br />Visual Classification: Brown, tan and gray intermixed fine sand <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br />AlMC~ <br />-~ ~ <br />AI McGhin, Laboratory Manager <br /> <br />ProcT esl.fin <br /> <br />Environmental Consultants, Soil, Concrete and Materials QualitY Control Testing <br />