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: Matt Stone <br /> Chancey Road, Zephyrhills Date: 10-27 -97 <br /> Lab No: 9D <br />Client: Bollenback Builders <br /> 3784 Tampa Road Job No: 97 -3002 <br /> Oldsmar, Florida 34677 <br /> Technician: Chet Deimling <br />Contractor: Bollenback Builders Weather Conditions: Partly Cloudy <br /> <br />ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-27-97 TJ <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 /> Silo Footings - Fine SAND <br />1 Center South 7.4 106.5 107.3 99 98 - <br />2 Center North 7.0 106.3 107.3 99 98 - <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: 6 P <br /> <br />MAXIMUM DRY DENSITY: 107.3 Pcf OPTIMUM MOISTURE CONTENT: 12.7 % <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br />1: Matt Stone <br /> <br /> <br />(~L- <br />