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<br />Other <br />Laboratory <br />Tests <br /> <br /> Ii; <br /> = <br /> ~ #. ~ <J) <br /> OJ - .0; Cl ;> <br /> E <J) c '" <br /> Z E c '0; '0; <br /> e '" <br />... <J) 0 III <br />'" CQO <br />"'" OJ III E >'= 0..0 <br />u c: 'is <br />0 OJ 0 '- u #~ <br />0.. 0.. ~ u 0.9- <br /> <br />DEPTH <br />(5 <br />~ '" (FEET) <br />III a. <br />;: E <br />~ CQ <br />.... (f) 0 <br /> <br />EQUIPMENT: 3.5-inch Flight Auger ELEVATION: 282 ft ** <br />LOGGED BY; LEM START DATE: 10.12-06 <br />FINISH DATE: 10-12-06 <br /> <br />16 <br /> <br /> <br /> <br />lEAN CLAY (Cll, mottled dark brown, stiff, damp <br /> <br />24 <br /> <br />2 <br /> <br />grading to very stiff, with rock fragments <br /> <br />3 <br /> <br />4 <br /> <br />5 <br /> <br />6 <br /> <br />22 <br /> <br />7 <br /> <br />LL=46, PI=26, <br />see Plate 1 3 <br /> <br />8 <br /> <br />y <br /> <br />9 <br /> <br />10 <br /> <br />FilL <br />dABBRO,.green,..soft, plastic,.highly weathered. <br /> <br />11 <br /> <br />12 <br /> <br />16 <br /> <br />13 '....' <br /> <br />'.... ." <br /> <br />14 <br />- . <br /> <br />15 <br /> <br />16 <br /> <br />grading to firm, friable <br /> <br />17 <br />18 <br />65 ,,' <br />19 <br /> ,.' <br /> <br />Converted to equivalent standard penetration <br />blow counts, <br />.. Existing ground surface at time of drilling, estimated from thtplan <br />referenced on Plate 2, <br /> <br />Bottom of Boring 8-6 at a depth of 19.5 feet. <br />No free groundwater encountered at time of drilling. <br /> <br />. <br /> <br /> Job No: 060805 LOG OF BORING 8-6 PLA TE <br />GEOTECNIA Appr: /It <br />Consulting Engineers Proposed New Residence at 8 <br /> Drwn: LPDD 2888 Darius Way <br /> Date: OCT 2006 San Leandro, California <br />