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<br />.. <br /> <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, ZephfFhilJs <br />3,4"1 ~~ DL. <br /> <br />Date: <br /> <br />9-19-97 <br /> <br />Lab No: 1 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 9-12-97 TI <br /> H N <br /> Ie <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 /> Footers & Column Pads - Fine SAND <br />1 30'S Of N End Of E Footing 2.8 108.0 112.0 97* 98 - <br />2 70'S Of N End Of E Footing 3.0 104.7 112.0 93* 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 /> <br />LAB NO: 1 P <br /> <br />MAXIMUM DRY DENSITY: 112.0 Pcf 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 /><is I ~ ~ ~ ~ - dlo S~ <br /> <br />d'4 - ~ ~ - .:l \.... \ ... 39- () <br />