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 />10-23-97 <br /> <br />Lab No: 8 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 10-21-97 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 /> Column Pads <br />1 Railing Footing from Machinery, East Side 10.7 94.8 112.1 85* 98 <br />2 Railing Footing from Machinery, East Side 10.2 109.3 112.1 98 98 <br />3 Railing Footing from Machinery, West Side 12.6 109.5 112.1 98 98 <br />AQQreQate Convevor Support Foundations <br />4 NE Column Pad (Retest) 8.1 105.3 107.3 98 98 <br />5 NW Column Pad 9.5 106.9 107.3 100 98 <br />6 SW Column Pad (Retest) 9.7 105.3 107.3 98 98 <br />7 SE Column Pad 9.1 105.5 107.3 98 98 <br />8 East End, 10X21 , Next to Outside Pit 6.7 106.3 107.3 99 98 <br />9 West End, 1 OX21, Next to Outside Pit 7.2 105.8 107.3 99 98 <br />The Percentage of compaction for the in-place density tests are based on laborato <br />LAB NO: 5P MAXIMUM DRY DENSITY: 112.1 Pcf <br /> 6P 107.3 Pcf <br />REPORT DISTRIBUTION: 1: Addressee <br /> 1: Pasco County Inspection .~ <br /> 1: Matt Stone <br /> <br />