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COMPACTION TEST REPORT <br /> 122.0 <br /> I I <br /> i <br /> I <br /> 1'19.5 <br /> 117.0 I <br /> u <br /> __ .__ ... ---. .. --- <br /> E I <br /> a) <br /> 114.5 i <br /> i <br /> 112.0 <br /> I I <br /> f <br /> ZAV <br /> I for <br /> SpG <br /> --- r-- — — - - <br /> 109.5 2.62 <br /> 7 9 11 13 15 17 19 <br /> Water content, % <br /> Test specification: ASTM D 1557-91 Procedure B Modified <br /> Elev/ Classification Nal; %> % < <br /> Depth USCS AASHTO Moist Sp-G. LL PI 3!8 in. No.200 <br /> 16.7 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> Maximurn dry density= 119.5 pef Dark-Brown Clay With Sand <br /> Optimum moisture= 12.6% <br /> Project No. 6102 Client: John Minney Remarks: <br /> Project: I,ab Testing Services-Compaction Curve Sampled By:Jive Vasqucc(Client's Rep.) <br /> Tested By:K.G.McKinley <br /> • Location: CT-I Spreckels Sugar <br /> CONDOR EARTH TECHNOLOGIES INC. <br /> Stockton, California Figure <br />