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<br />SOIL TESTING <br />FIELD DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />... <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />PROJECT: <br /> <br />P.O. Box <br />Building Permit #4044B <br />Lots 11 & 12, Corner of <br />Zephyrhills, Florida <br /> <br />Ridge Builders <br /> <br />937 .Zephyrhills, Florida 33539. <br /> <br />TELEPHONE (813) 780-8767 <br />· FAX (813) 780-8864 <br /> <br />lOth St. & 13th Ave. LAB NO: lD <br /> <br />CLIENT: <br /> <br />TECHNICIAN: <br /> <br />Norman Curran <br /> <br />CONTRACTOR: Ridge Builders <br /> <br />JOB NO: <br /> <br />94-5072 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Partly Cloudy <br /> <br />DATE: <br /> <br />July 28, 1994 <br /> <br />TEST <br />NO. <br /> <br />LOCATION OF TEST <br /> <br />IN-SITU IN-PLA LAB. <br />MOISTURE DRY MAX. <br />DENSITY DENSITY ATTAINED REQUIRED <br />PERCENT PCF PCF <br /> <br />7-26-94 <br />COMPACTION <br />PERCENT <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br /> <br />ASTM D 2922 <br /> <br />IN PLACE FIELD DENSITIES - DATE MADE <br /> <br />BUILDING PAD <br /> <br />l. <br />2. <br />3. <br /> <br />10' N. & 5' W. of S.E. Corner - Grade <br />20' S. & 12' W. of N.E. Corner - Grade <br />5' S. 7 5' E. of N.W. Corner - Grade <br /> <br />10.0 112.7 118.5 95 <br />9.9 114.6 118.5 97 <br />9.0 114.0 118.5 96 <br /> <br />95 <br />95 <br />95 <br /> <br />The percentage of compectlon forthe In-place density tests are based on laboratory Moisture Density Relations 1! s AS TM D l' <br /> <br /> <br />LAB NO. IP MAXIMUM DRY DENSITY 118.5 pef MOISTURE CON~ I <br /> <br /> <br />REPORT DISTRIBUTION: 3: Addressee <br /> <br />Artcraft Prlnters' (813) 665-9153 <br />