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<br />~ <br /> <br />I~erial Teslin<5 Laboraloric6 <br /> <br />3905 KIDRON ROAD. LAKELAND, FLORIDA33811 . TELEPHONE: (941) 647-2877 <br />FAX: (941) 647-1770 <br /> <br />SOIL TESTING - FIELD DENSITY - <br />PERCENTAGE OF COMPACTION REPORT <br /> <br />PROJECT: 37416 Cornwall Drive LAB NO. ID <br />CLIENT: Ryman Construction TECHNICIAN: A. McGhin <br />JOB NO.: 6330 CONTRACTOR: Client <br /> -. <br />DATE: 11108/96 WEATHER: Cloudy <br />PERMIT # 6149-B Page 1 ofl <br /> <br />D2937 IN PLACE FIELD DENSITIES Date Made 11/07/96 <br /> ... .... COMPACTION PERCENT ., <br /> .' .......,.".. ,_, .....'...n ...~ <br /> ,.. . . ,....... <br />TEST . IN-SITU . 'IN.:PLACEDRt. LAB MAX <br />NO MOISTURE . DENSITY,' DENSITY <br /> PERCENT PCP PCF AITAINED RE <br />I Building pad area; southwest comer - 8.9 101.7 107.7 94.4 90 <br /> ade level <br />2 Building pad area; southwest comer - 6.6 99.9 107.7 92.8 90 <br /> 1 ' below e <br />3 Building pad area; southwest comer - 5.9 98.9 107.7 91.8 90 <br /> 2' below ade <br />4 Buildin ad area; center - ade level 8.4 105.2 107.7 97.7 90 <br />5 Building pad area; center - l' below 7.6 100.9 107.7 93.7 90 <br /> e level <br />6 . Buildin ad area; ara e- ade level 8.3 103.9 107.7 96.5 90 <br /> <br /> <br /> <br /> <br />The percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations <br />Tests D698A as follows: <br /> <br /> <br />REPORT DISTRIBUTION: <br />Client <br />City ofZephyrbills Building Department <br />File <br /> <br />By: <br /> <br />/~ <br />/ ( <br />~i.rvL.~ <br />AI McGhin, ~ratory Manager <br /> <br />Environmental Consultants, Soil, Concrete and Materials Quality Control Testing <br />