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<br />OLL l- L.-s (L Wi) :XV=, <br />..:;..~ -- - .-- -.. <br /> <br />".- ........,. ... - ..... - - -- - -.- -..-. <br /> <br />~ <br /> <br />I~erjaL Tc&tino LaboraloriCcS <br /> <br />3905 KIDAON ROAD · l..AI(ElAND, FlORIDA 33811 . TelEPHONE: (941) 847-28n <br />FAX; (941) 647.1no <br /> <br />Moisture-Density Relations of Soil <br />Laboratory Compaction Test <br /> <br /> ASTM 0698 Method A <br />Client Ryman Construction Date 4/16/97 <br />Project 37400 Cornwall Drive Project No: 6405 <br />Pennit #: 6594-B Lab No: lP <br /> <br /> .. <br /> V <br /> I 11 <br /> I <br /> ". <br />j.- <br /> <br />110 <br /> <br />109 <br /> <br />(Dry Density - Ibs.lcu. ft.) <br />] 08 Max. Dry Density 1 to..1 QS;f <br />Optimum Moisture 12.0% <br /> <br />107 <br /> <br />106 <br /> <br />K <br /> <br />I.) <br /> <br />JU <br /> <br />I J <br /> <br />12 <br /> <br />u <br /> <br />.4 <br /> <br />MOISTURE (%) <br /> <br />Date Sampled: 4/15/97 Sampled By: _Lance Starling <br />Location Sampled: -.!Luilding pad area~ composite <br />Visual Classification: Tan fine sand \\lith clay lenses <br /> <br />Report Distribution: <br />Client <br />P86e6 C8WA~ Building Dept. <br />File <br /> <br />Tesled By: Lance 51.ding ~ <br />Checked By: =- ~ ( 1.--- <br />AI McGhm, boratory Manager <br /> <br />Environm8ntal Consultanls. Soil, Concrete and Materials Quality Control T88ting <br />