Laserfiche WebLink
<br />~ <br /> <br />I~criaL ,Tcstino Laboratoric6 <br /> <br />3905 KIDRON ROAD · LAKELAND. FLORIDA 33811 · TELEPHONE: (941) 647~28n <br />FAX: (941) 647-1 no <br /> <br />Moisture-Density Relations of Soil <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />0698 <br /> <br />Method <br /> <br />Client: <br />Project: <br />Permit #: <br /> <br />Ryman Construction <br />37404 Cornwall Drive <br />7180-B <br /> <br />Ii <br /> 1\ <br />I <br />IJ' <br />II <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />II <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />MOISTURE (%) <br />Date Sampled: 11/13/97 Sampled By: <br />Location Sampled: Building pad area; 2 ' below grade <br />Visual Classification: Dark orange sandy clay <br /> <br />A <br /> <br />Date: <br />Project No: <br />Lab No: <br /> <br />118 <br /> <br />117 <br /> <br />11/18/97 <br />6537 <br />2P <br /> <br />(Dry Density - Ibs./cu.ft.) <br />116 Max. Dry Density 118.6 pef <br />Optimum Moisture 12.4% <br /> <br />115 <br /> <br />II4 <br /> <br />AI McGhin <br /> <br />Report Distribution: <br />Client <br />City of Zephyrhills <br />File <br /> <br />Tested By: <br />Checked By: <br /> <br />ProcT est.fin <br /> <br />, <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br />