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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 />9-19-97 <br /> <br />Lab No: 4 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 9-18-97 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 /> Footers & Column Pads - Fine SAND <br /> Perimeter Footer <br />1 Eastside 30'S - 30' W From NE Corner 3.6 108.5 112.0 97 95 - <br />2 Eastside 60'S - 30' W From NE Corner 4.4 108.2 112.0 97 95 - <br />3 Eastside 90'S - 30' W From NE Corner 3.6 112.0 112.0 100 95 - <br />4 Eastside 11 O'S -30' W From NE Corner 6.9 108.8 112.0 97 95 - <br />5 Northwest Corner 30'S - 11 O'W From 4.0 109.7 112.0 98 95 - <br /> NE Corner <br /> <br />The Percentage of compaction for the in-place density tests are based on laboratory Moistu ions Tests As Follows: <br />LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pcf OPTIMU OISTURE CON <br /> <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />1: Matt Stone <br />1: Ewell Industries-Concrete Only <br />