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TABLE C <br />SUMMARY OF LABORATORY TEST DATA <br />P.N.1-0396 <br />Maximum <br />Dry Density <br />Grain <br />Size <br />Analysis <br />E <br />d <br />E <br />T <br />.Ey <br />Q <br />o <br />V <br />E <br />O <br />ti <br />C <br />w <br />y <br />fq <br />CD <br />p <br />E <br />c <br />lC <br />e <br />O <br />O <br />O <br />O <br />LO <br />x <br />C? <br />C <br />LwY <br />Z <br />Q <br />L <br />Ed <br />d <br />O <br />a <br />v <br />>. N <br />E <br />E <br />r <br />o <br />o <br />O <br />'ac <br />y <br />L <br />3 U <br />E <br />£ <br />; <br />N <br />13U <br />.Q <br />d <br />.Q <br />O .O <br />.Q <br />i <br />` <br />N <br />U <br />X <br />w <br />O <br />L <br />m <br />❑ <br />U) <br />C9 cn <br />O <br />❑ <br />t9 <br />e <br />e <br />o <br />w <br />i j <br />U <br />O <br />B-1 <br />10 <br />Silty Sand (Qyf) <br />SM <br />- <br />- <br />0 <br />80 <br />14 <br />6 <br />- <br />- <br />See Plate C-1 <br />Min. Resistivity: 1,700 OHM -CM <br />B-2 <br />1-4 <br />Clayey Silt w/Sand (Qyf) <br />ML <br />117.2 <br />13.7 <br />1 <br />21 <br />40 <br />38 <br />94 <br />ND <br />Chloride: 15ppm <br />PH: 7.94 <br />Min. Resistivity: 680 OHM -CM <br />B-6 <br />1-4 <br />Clayey Silt w/Sand (Qyf) <br />ML <br />123.7 <br />10.8 <br />2 <br />29 <br />39 <br />30 <br />69 <br />0.017 <br />Chloride: 65ppm <br />PH: 8.04 <br />B-6 <br />5 <br />Silty Sand (Qyf) <br />SM <br />- <br />0 <br />66 <br />21 <br />13 <br />See Plate C-2 <br />- <br />Alta California Geotechnical, Inc. <br />City Council 18 — 896 10/3/2023 <br />