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AP Engineering and Testing, Inc. <br />OBE I MBE I sBE <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />t. 909.869.6316 1 f. 909.869.6318 1 www.aolaboratorv.som <br />GRAIN <br />ASTM"5-83t3-- <br />Client Name: <br />AES <br />Tested by: ALB <br />Date: <br />07/22/15 <br />Project Name: <br />Foothill Landfill - Area 2A <br />Computed by: JP <br />Date: <br />07/22/15 <br />Project Number: <br />14-101-01 <br />Checked by: AP <br />Date: <br />07/22/15 <br />I I I <br />SIEVE OPENING SIEVE NUMBERHYDROMETER <br />4P <br />100 <br />90 <br />80 <br />h- <br />� 70- <br />60- <br />0 <br />0 10.600 <br />z <br />INS <br />0 50 <br /><t <br />a <br />z 40- <br />w <br />U <br />w 30 <br />a <br />20 <br />10 <br />0 <br />100 10 1 0.1 0.01 0.001 <br />PARTICLE SIZE (mm) <br />Symbol <br />GRAVEL SAND <br />SILT OR CLAY <br />COARSE <br />FINE COARSE <br />I MEDIUM FINE <br />I I I <br />SIEVE OPENING SIEVE NUMBERHYDROMETER <br />4P <br />100 <br />90 <br />80 <br />h- <br />� 70- <br />60- <br />0 <br />0 10.600 <br />z <br />INS <br />0 50 <br /><t <br />a <br />z 40- <br />w <br />U <br />w 30 <br />a <br />20 <br />10 <br />0 <br />100 10 1 0.1 0.01 0.001 <br />PARTICLE SIZE (mm) <br />Symbol <br />Condition <br />Sample <br />Sample <br />Percent <br />Atterberg Limits <br />Soil Type <br />No. <br />Depth <br />LL:PL:PI <br />U.S.C.S <br />Gravel <br />Sand <br />Silt &Clay <br />(feet) <br />O <br />Before <br />OPS -1 <br />N/A <br />4045 <br />15 <br />N/A <br />SM <br />Breakin <br />® <br />After <br />Breakinci <br />OPS -1 <br />N/A <br />30 <br />55 <br />15 <br />N/A <br />SM <br />C <br />