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<br />.~ <br /> <br />I~eriaL Testino Laboralorie6 <br /> <br />3905 KIDRON ROAD · LAKELAND. FLORIDA 33811 . TELEPHONE: (941) 647-2sn <br />FAX: (941) 647-1 no <br /> <br />MOISTURE-DENSITY RELATIONS OF SOIL <br />Laboratory Compaction Test <br /> <br />ASTM <br /> <br />D698 <br /> <br />METHOD <br /> <br />A <br /> <br />CLIENT: <br /> <br />Ryman Construction <br /> <br />DATE: <br /> <br />7/25/96 <br /> <br />PROJECT: 37442 Blueberry Drive <br /> <br />PROJECT NO: 6276 <br /> <br />PERMIT: 5970-B <br /> <br />LAB NO: 1P <br /> <br /> 1\ <br /> !\ <br />I <br /> <br />106 <br /> <br />(DRY DENSITY-lbs./cu.ft.) <br />105 <br />Max.Dry Density 106.1 pcf <br /> <br />104 <br />Optimum Moisture <br /> <br />12.3 <br /> <br />% <br /> <br />103 <br /> <br />102 <br /> <br />9 10 11 12 13 14 15 <br /> <br />MOISTURE (%) <br /> <br />DATE SAMPLED: 7/22/96 SAMPLED BY: Al McGhin <br />LOCATION SAMPLED: Building pad area: composite <br />VISUAL CLASSIFICATION: Tan slightly silty ~ine sand <br /> <br />Report Distribution: TESTED BY :AmM Ghin <br />Client <br />City of Zephyrhills Bldg.Dept. CHECKED Bye <br />File David Nederveld, <br /> <br />~ [-" '--4" <br />P. E. #16820 <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br />