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<br />SOIL TESTING <br />FIELD DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />r-. <br /> <br />Lot #33, Wedgewood Subdivision <br />PROJECT: Zephyrhills, Florida <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />P.O. Box 937 · Zephyrhi11s, Florida 33539. TELEPHONE (813) 780-8767 <br />FAX (813) 780-8864 <br /> <br />LAB NO: <br /> <br />lD <br /> <br />CLIENT: Warren A. Neumann General Contractor <br /> <br />TECHNICIAN: <br /> <br />Chad Mountcastle <br /> <br />CONTRACTOR: Warren A. Neumann <br /> <br />JOB NO: <br /> <br />95-5119 <br /> <br />WEATHER <br />CONDITIONS <br /> <br />Partly Cloudy <br /> <br />DATE: <br /> <br />July 7, 1995 <br /> <br /> T <br /> ASTM D 2922 IN PLACE FIELD DENSITIES - DATE MADE 7-6-95 H <br /> I <br /> COMPACTION C <br /> K <br /> IN-SITU IN-PLA LAB. PERCENT N <br />TEST MOISTURE DRY MAX. E <br />NO. LOCATION OF TEST DENSITY DENSITY ATTAINED REQUIRED S <br /> PERCENT PCF PCF S <br /> BUILDING PAD FILL <br />l. 10' N. & 4' E. of S.W. Corner - 4th Lift 4.1 107.8 112.6 96 92 <br />2. 10' N. & 4' E. of S.W. Corner - 3rd Lift 5.8 112.6 112 . 6 100 92 <br />3. 10' N. & 4' E. of S.W. Corner - 2nd Lift 8.7 107.9 112.6 96 92 <br />4. 10' N. & 4' E. of S.W. Corner - 1st Lift 8.4 108.8 112.6 97 92 <br />5. 20' S. & 20' E. of N.W. Corner - 2nd Lift 4.8 109.6 112.6 97 92 <br />6. 20' S. & 20' E. of N.W. Corner - 1st Lift 5.4 114 . 0 112.6 100+ 92 <br /> <br />LAB NO. lP <br /> <br />MAXIMUM DRY DENSITY 112.6 pcf <br /> <br /> <br />The percentage of compactIon fonhe In-place density tests are based on laboratory Moisture Density Relations Te s <br /> <br />3: Addressee <br /> <br />REPORT DISTRIBUTION: <br />