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AP Engineering and Testing, Inc. <br />DBEIMBEISBE <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />t. 909.869.6316 I f. 909.869.6318 1 www.oplaboratory.com <br />Client Name: <br />Project Name: <br />Project Number: <br />GRADATION OF SOILS USING SIEVE ANALYSIS <br />ASTM D 6913 <br />Advanced Earth Sciences <br />Foothill Landfill Area 2A <br />14-101-01 <br />Tested by: TW <br />Computed by: JP <br />Checked by: AP <br />Date: 06/24/15 <br />Date: 06/24/15 <br />Date: 06/24/15 <br />I I I <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />(�R O O O <br />100 rq <br />V I <br />90 <br />80 <br />F - <br />(D 70 <br />ED <br />60 <br />m <br />Fn 50 <br />U) <br />Q <br />d <br />I— 40 <br />z <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 <br />SAND <br />SILT OR CLAY <br />Percent <br />COARSE <br />FINE <br />-,OARSE <br />MEDIUM FINE <br />I I I <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />(�R O O O <br />100 rq <br />V I <br />90 <br />80 <br />F - <br />(D 70 <br />ED <br />60 <br />m <br />Fn 50 <br />U) <br />Q <br />d <br />I— 40 <br />z <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 />Boring No. <br />Sample <br />No. <br />Sample <br />Depth <br />Percent <br />Atterberg Limits <br />LL:PL:PI <br />Soil Type <br />U.S.C.S <br />Gravel <br />Sand <br />Silt & Clay <br />O <br />Fdn. Layer <br />30 <br />6-7" thick at <br />NE to SE <br />0 <br />60 <br />40 <br />35:26:9 <br />SM <br />❑ <br />Fdn. Layer <br />31 <br />6-7° thick at <br />NE to SE <br />0 <br />59 <br />41 <br />30:24:6 <br />SM <br />