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t i+ c 24 <br /> SOIL TESTING FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT <br /> ,1" ,.� Florida Testing & Environmental, Inc. <br /> ' 8 , . P.O. BOX 5603 Lakeland, Florida 33807 <br /> c C c# Telephone (863)648 -1000 0 Fax (863)648 -4799 <br /> Project: 38066 Daughtery Road Date: March 31, 2009 <br /> Zephryhills Lab No,: 1D <br /> Client: Sandy Development Job No.: 09 -10426 <br /> 12303 Highway 301 North Technician: Magan <br /> Dade City, Florida 33525 <br /> Contractor: Weather: Clear <br /> ASTM - D 2922 IN PLACE FIELD DENSITIES DATE MADE: 03 -30 -09 T I <br /> H N <br /> I C <br /> In -Situ I In -Pla Lab Compaction Percent C H <br /> Test Location of Test Moisture Dry Max. I< E <br /> N s <br /> No. Building Pad Percent Density Density <br /> E <br /> PCF PCF Attained Required s <br /> s <br /> 1 Northwest Corner of Pad 10.3 105.0 104.2 100 95% 12" <br /> 2 Center of Pad 9.8 104.7 104.2 100 95% 12" <br /> 3 Southeast Corner of Pad 11.0 104.8 104.2 100 95% 12" <br /> The Percentage of compaction for the in -place density tests are based on laboratory Moisture Density Relations Tests As Follows: <br /> LAB NO: 1P MAXIMUM DRY DENSITY: 104.2 pcf OPTIMUM MOISTURE CONTENT: 9.7% <br /> ti <br /> 'oRny ulati, P.E., R.E.P.A., C.F.E.A. .." <br /> 4 <br />