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<br />... <br /> <br />f /; 71:;;/; . <br />~.. <br /> <br />FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT <br />Florida Testing & Environmental, Inc. <br /> <br />" <br /> <br />SOIL TESTING <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 />9-19-97 <br /> <br />Lab No: 2 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 />Chad Mountcastle <br /> <br />Contractor: <br /> <br />Bollenback Builders <br /> <br />Weather Conditions: Partly Cloudy <br /> <br /> ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-15-97 T I <br /> H N <br /> IC <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 /> Footinas & Machine Pits - Fine SAND <br /> Perimeter Footer <br />1 50'S Of N End Of E Footing 4.0 107.7 112.0 96* 98 - <br />2 100'S Of N End Of E Footing 5.1 102.1 112.0 91* 98 - <br /> Machine Pit <br />3 SW Corner Of Pit 12.4 109.7 112.0 98 98 - <br />4 Center Of Pit 14.8 109.5 112.0 98 98 - <br />5 NE Corner Of Pit 9.6 112.8 112.0 100.7 98 - <br /> *FAILED <br /> <br />The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: <br />LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pef OPTIMUM MOISTURE CONTENT: 10.0 % <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />1: Matt Stone <br />1: Ewell Industries-Concrete Only <br /> <br /> <br />~-~ <br />