Laserfiche WebLink
<br />F.T. & E. - LKLD <br /> <br />18136484799 <br /> <br />P.02 <br /> <br />SOIL TESTING <br />',ELI) DENSITY - PERCENTAGE <br />OF COMPACTION REPORT <br /> <br />JrfPII <br /> <br />PROJECT: <br /> <br />Lot *33, Wedgewood Subdivision <br />Zephyrhills, Florida <br /> <br />Florida Testing & Environmental, Inc. <br /> <br />. Zephyrhills, Florida 33539. TELEPHONE (813) 780-8767 <br />FAX (813) 780-8864 <br /> <br />P.O. Box 937 <br /> <br />LAB NO: <br /> <br />1D <br /> <br />CLIENT: <br /> <br />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 - OATE MADE 7-6-95 H <br /> I <br /> COMPACTION C <br /> IN-SITU IN-PLA LAB. PERCENT ~ <br />TEST MOISTURE DRY MAX. "liMNED REQUIRED E <br />NO. LOCATION OF TEST DENSITY OENSITY 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 10B.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 />The per<Jenlelll'l Of QOmpectJon tol' the ll\.p~e cl..,./lV __ are beNd Oft laborallOry Molsture Dcn,~ Relations Tests <br /> <br />ASTM e698 <br /> <br />a, Iol1cw$: <br /> <br />lAB NO. l.P <br /> <br />MAXIMUM DRY DeNSITY 112 . 6 pc f <br /> <br />OPTIMUM MOISTURE CONTEN"T <br /> <br />12.7Ik <br /> <br />3: Addr,-ssee <br /> <br />REPORT DISTRIBUTION: <br /> <br />BY: <br /> <br />Sonny Gulati, P.E. <br />principal <br />