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<br />SOIL TESTING <br /> <br />---- <br /> <br />FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT <br />Florida Testing & Environmental, Inc. <br /> <br />P.O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 <br />. Fax (941)648-4799 <br /> <br />Project: <br /> <br />Matt Stone <br />Chancey Road, Zephyrhills <br /> <br />Date: <br /> <br />10-15-97 <br /> <br />Lab No: 5 D <br /> <br />Client: <br /> <br />Bollenback Builders <br />3784 Tampa Road <br />Oldsmar, Florida 34677 <br /> <br />Job No: <br /> <br />97-3002 <br /> <br />Technician: <br /> <br />Chet Deimling <br /> <br />Contractor: <br /> <br />Bollenback Builders <br /> <br />Weather Conditions: Partly Cloudy <br /> <br />ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-09-97 T I <br /> H N <br /> I C <br />Test In-Situ In-Pia Lab Compaction Percent C H <br /> K E <br />No. Location of Test Moisture Dry Max. N S <br /> Percent Density Density E <br /> PCF PCF Attained Required S <br /> S <br /> Pad Densities - Silo Foundation <br />1 Center, 10' from South Edge 16.5 106.5 112.1 95 98 - <br />2 Center, 20' from South Edge 13.4 112.2 112.1 100+ 98 - <br />3 Center, 30' from South Edge 12.2 112.2 112.1 100+ 98 - <br />4 Center, 10' from South Edge (RETEST) 17.9 111.9 112.1 100 98 <br /> 8" Slab - <br />5 Southeast Corner 9.5 108.9 112.1 97 95 - <br />6 Southwest Corner 10.2 107.6 112.1 98 95 <br /> <br />LAB NO: 5 P <br /> <br />MAXIMUM DRY DENSITY: 112.1 Pcf <br /> <br /> <br />The Percentage of compaction for the in-place density tests are based on laboratory <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />