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<br />12/84/1997 13:48 <br /> <br />:::1:::1:0.47: 770 <br /> <br />mF'EF'IAL TESTIHI3 LAB <br /> <br />PAGE 02. <br /> <br />~ <br /> <br />I~eriat Testino Labo(a~rie6 <br /> <br /> <br />3905 KIORON ROAD . LAKElAND, FLORIDA 33311 . TELEPHONE: (~1) 647-26n <br />, , R l' f S 'I FAX: (941) 647-1 no <br />MOIsture-DensIty e attons 0 01 <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />0698 <br /> <br />Method <br /> <br />A <br /> <br />Client: <br />Project: <br />Permit #: <br /> <br />Ryman Construction <br />5540 6th Street <br />7214B <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />12104/97 <br />6547 <br />IP <br /> <br />116 <br /> <br />lIS <br /> <br />(Dry Density -Ibs./cu.ft,) <br />114 Max. Dry Density 115.& pef <br />Optimum Moisture 10.6% <br /> <br />113 <br /> <br />112 <br /> <br />I <br /> <br />8 <br /> <br />9 <br /> <br />10 11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />MOISlURE (%) <br />Date Sampled: 12/02197 Sampled By: <br />Looation Sampled: Building pad ar~ composite <br />Visual Classification: Light gray sandy clay <br /> <br />AI McOhin <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br />Al McGhin <br />/~ <br />AI M - ratory Manager <br /> <br />frooT...t.1bl <br /> <br />Environmental Consultants, Soil, Coocreh, and Materials Quality Control Testing <br />