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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 />10-20-97 <br /> <br />Lab No: 7 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 10-20-97 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 /> Steouo Footer at Conveyer Pit <br />1 Bottom Step Of N. Footer 10.1 110.5 112.1 99 98 <br />2 Top Step Of N. Footer 9.5 111.2 112.1 99 98 <br />3 Top Step Of S. Footer 9.2 110.7 112.1 99 98 <br />4 Bottom Step Of S. Footer 10.7 110.8 112.1 99 98 <br /> Sand Tank Columns <br />5 SW Column Pad 6.0 105.5 112.1 94* 98 <br />6 NE Column Pad 68 100.7 112.1 90* 98 <br /> * FAILED <br />The Percentage of compaction for the in-place density tests are based on laboratory Moisture ions Tests As Follows: <br />LAB NO: 5P MAXIMUM DRY DENSITY: 112.1 Pcf OPTIMU ISTURE CON <br /> <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />