Laserfiche WebLink
<br />" <br /> <br />SOIL TESTING <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: 6 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 10-16-97 TI <br /> H N <br /> IC <br />Test In-Situ In-Pia Lab Compaction c H <br /> K E <br />No, Location of Test Moisture Dry Max. Percent N S <br /> Percent Density Density E <br /> PCF PCF Attained Required S <br /> S <br /> Bottom Of Aaareaate Pit - Fine Sand <br />1 North End Of Pit 12.2 110.8 112.1 99 98 - <br />2 South End Of Pit 16.3 109.3 112.1 98 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: 5 P <br /> <br />MAXIMUM DRY DENSITY: 112.1 Pct OPTIMUM MOISTURE CONTENT: 11.9 % <br /> <br />REPORT DISTRIBUTION: 1: Addressee <br />1: Pasco County Inspection <br /> <br />