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AP Engineering and Testing, Inc. <br />DBE I MBE I SBE <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />t. 909.869.6316 1 f. 909.869.6318 1 www.ag)laboratory.com <br />'GRAIN , + 1 , i = <br />1 <br />Client Name: <br />Advanced Earth Sciences <br />Tested by: ALB <br />Date <br />Project Name: <br />Foothill Landfill Area 2A <br />Computed by: NN <br />Date <br />Project No.: <br />14-101-01 <br />Checked by: AP <br />Date <br />08/26/15 <br />08/28/15 <br />I I i <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />c O O O <br />100 <br />90 <br />80 <br />= 70 <br />C7 <br />w <br />m <br />60 <br />50 <br />Q <br />1.- 40 <br />z <br />w <br />U <br />w 30 <br />CL <br />20 <br />10 <br />0 <br />100 10 1 0.1 0.01 0.001 <br />PARTICLE SIZE (mm) <br />Symbol <br />GRAVEL <br />SAND <br />SILT OR CLAY <br />Percent <br />COARSE <br />FINE <br />COARSE <br />I MEDIUM I <br />FINE <br />I I i <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />c O O O <br />100 <br />90 <br />80 <br />= 70 <br />C7 <br />w <br />m <br />60 <br />50 <br />Q <br />1.- 40 <br />z <br />w <br />U <br />w 30 <br />CL <br />20 <br />10 <br />0 <br />100 10 1 0.1 0.01 0.001 <br />PARTICLE SIZE (mm) <br />Symbol <br />Source <br />Sample <br />No. <br />Sample <br />Date <br />Percent <br />Atterberg Limits <br />LL:PL:PI <br />Soil Symbol <br />ASTM <br />D 2487 <br />Gravel <br />Sand <br />Fines <br />0 <br />LCRS Floor <br />LCRS-R2 <br />08-18-15 <br />64 <br />35 <br />1 <br />N/A <br />GP <br />