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<br />~ <br /> <br />I~criaL Tcstino Laboraloric6 <br /> <br />3905 KIDRON ROAD. LAKELAND, FLORIDA 33811 . TELEPHONE: (941) 647-2877 <br />FAX: (941) 647-1770 <br /> <br />MOISTURE-DENSITY RELATIONS OF SOIL <br />Laboratory Compaction Test <br /> <br />MOISTURE (%) <br /> <br />DATE SAMPLED: 9/16/96 SAMPLED BY: Al McGhin <br />LOCATION SAMPLED: Building pad area: composite <br />VISUAL CLASSIFICATION: Brown. light brown. and tan slightly silty <br />fine sand. some clay lenses <br />TESTED BY: Al McGhin <br /> <br />~/~~~ <br /> <br />Al McGhin, Laboratory Manager <br /> <br />ASTM <br /> <br />D698 <br /> <br />CLIENT: <br /> <br />Ryman Constructi~n <br /> <br />PROJECT: 37412 Cornwall Drive <br /> <br />PERMIT: 6084-B <br /> <br /> - <br />J <br />J <br />II <br /> I <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />Report Distribution: <br /> <br />Client <br /> <br />City of Zephyrhills <br /> <br />CHECKED BY: <br /> <br />File <br /> <br />METHOD <br /> <br />A <br /> <br />DATE: <br /> <br />9/18/96 <br /> <br />PROJECT NO: 6307 <br /> <br />LAB NO: 1P <br /> <br />107 <br /> <br />(DRY DENSITY-Ibs./cu.ft.) <br />106 <br />Max.Dry Density 107.0 pcf <br /> <br />105 <br />Optimum Moisture <br /> <br />12.2 <br /> <br />% <br /> <br />104 <br /> <br />103 <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br /> <br />-ct~ 0 ~/ <br />