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<br />~ <br /> <br />I~crial Tcstino Laboraloric6 <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: Ryman Construction <br /> <br />DATE: <br /> <br />11/8/96 <br /> <br />PROJECT: 37416 Cornwall Drive <br /> <br />PROJECT NO: 6330 <br /> <br />PERMIT: <br /> <br />6149-B <br /> <br />LAB NO: <br /> <br />1P <br /> <br />108 <br /> <br />I'-. <br /> <br />(DRY DENSITY-Ibs./cu.ft.) <br />107 <br />Max.Dry Density 107.7 pcf <br /> <br />1\ <br /> <br />106 . <br />Optimum Moisture <br /> <br />12.5 <br /> <br />% <br /> <br />105 <br /> <br />104 <br /> <br />, <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />MOISTURE (%) <br /> <br />DATE SAMPLED: 11/06/96 SAMPLED BY: Al McGhin <br />LOCATION SAMPLED: Building pad area; composite <br />VISUAL CLASSIFICATION: Brown fine sand with clay-lenses <br /> <br />Report Distribution: <br />Client <br /> <br />TESTED BY: <br /> <br />Al McGhin <br />/~ <br />~~~ <br />Al Mc' aboratory Manager <br /> <br />City of Zephyrhills <br />File <br /> <br />CHECKED BY: <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br />