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Qc spa) fs(IufPa] Y— u2[MPa] Rf <br /> LT000 <br /> 0 20 0 040 080 0 020 0 4000 8000 <br /> Sitty sand to sandy sett(7) <br /> Sand to silly sand(8) 71 <br /> Very stififine grained(11) - <br /> 7 r <br /> Clay(3) ) _ - <br /> CWy(3) 7 <br /> Very stiff One grained(11) 77 <br /> Very stiff fine grained(11) <br /> Clay(3) <br /> 81 i A i <br /> Very stiff fine grarned(11) <br /> 7 <br /> Cµ_ - <br /> - Clay(3) <br /> Clay(3) ) T 4 - <br /> Clay(3) <br /> Clay(3) <br /> Sriry clay to clay(a) <br /> - Very stiff fine grained(11) <br /> -- <br /> -Sand(9) 97 - <br /> Gravelly sand to sand(10) l <br /> Sandy silt to clayey sift(6) ��r J <br /> Very stiff fine grained(11) 101 <br /> Y 1 <br /> Very stiff fine grained(11) 1 c <br /> 1 '- <br /> i ' <br /> 107 - - - <br /> 1 <br /> - <br /> 11 ' A <br /> 11 <br /> 11 ' <br /> - <br /> 11 <br /> 12 <br /> 121 <br /> 1 <br /> 1 <br /> 12 <br /> 12 - <br /> 12 <br /> 127 - - - <br /> 12 <br /> 1 - - - - - <br /> 131 <br /> g 1 A <br /> Test no Positron Ground level <br /> X OOOm Y OOOm 000 <br /> Client G H H Englneenng lateEV2 <br /> scale <br /> 1/103 1 100 <br /> Cone No 3474 Project JAMAR 4075 E Main,SWddon CA. PagF� <br /> Tip area[cn121 10 File <br /> Skew mea(an2j 150 Second log for G2543-1 G2543-b CPT <br /> t <br />