Laserfiche WebLink
<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: <br /> <br />3 D (Page 2) <br />97-3002 <br /> <br />Client: <br /> <br />Bollenback Builders <br />3784 Tampa Road <br />Oldsmar, Florida 34677 <br /> <br />Job No: <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 9-16-97 TI <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 /> Footers - Fine SAND <br />13 3rd Pad N. Of S. End W. Footer 6.9 108.5 112.0 97 95 - <br />14 4th Pad N. Of S. End W. Footer 6.5 106.1 112.0 95 95 - <br />15 5th Pad N. Of S. End W. Footer 5.6 107.5 112.0 96 95 - <br />16 6th Pad N. Of S. End W. Footer 5.4 111.4 112.0 100 95 - <br />17 7th Pad N. Of S. End W. Footer 7.1 110.2 112.0 98 95 - <br />18 1st Pad E. Of W. End N. Footer 6.5 107.5 112.0 96 95 - <br />19 2nd Pad E. Of W. End N. Footer 5.4 108.3 112.0 97 95 - <br />20 3rd Pad E. OfW. End N. Footer 8.3 109.9 112.0 98 95 - <br />21 4th Pad E. Of W. End N. Footer 7.1 106.8 112.0 95 95 - <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 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 />