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11 <br />AP Engineering and Testing, Inc. <br />0 DBE' MBE I SBE <br />J-'F001zht'V-*t'=2607 Pomona Boulevard I Pomona, CA 91768 <br />t. 909.869.6316 I f. 909.869.6318 I www.aplaboratory.com <br />GRAIN SIZE DISTRIBUTION CURVE <br />ASTM D 422 <br />Client Name: Advanced Earth Sciences Tested by: TW Date: 07/14/15 <br />Project Name: Foothill Landfill Area 2A Computed by: JP Date: 07/16/15 <br />Project No.: 14-101-01 Checked by: AP Date: 07/16/15 <br />I I I <br />SIEVE OPENING SIEVE NUMBER .7�, .}, HYDROMETER <br />J y ^try ^ 4. 4 Ilk^O O e 0 '�(^OOO <br />GRAVEL <br />SAND <br />SILT OR CLAY <br />Percent <br />COARSE <br />EFINE <br />OARSE <br />MEDIUM <br />FINE <br />I I I <br />SIEVE OPENING SIEVE NUMBER .7�, .}, HYDROMETER <br />J y ^try ^ 4. 4 Ilk^O O e 0 '�(^OOO <br />100 <br />90 <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 />N/A <br />CG -1 <br />07-09-15 <br />99 <br />1 <br />0 <br />N/A <br />GP <br />80 <br />I— <br />= 7 <br />c� 0 <br />w <br />60 <br />m <br />D <br />U) 50 <br />U) <br />Q <br />a <br />40 <br />z <br />w <br />U <br />w 30 <br />n. <br />20 <br />10 <br />0 <br />100 <br />10 <br />1 <br />0.1 <br />0.01 <br />0.001 <br />PARTICLE <br />SIZE <br />(mm) <br />Symbol <br />Boring No. <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 />N/A <br />CG -1 <br />07-09-15 <br />99 <br />1 <br />0 <br />N/A <br />GP <br />