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AP Engineering and T€sting, Inc. <br />SEI MBEj SBE <br />266.17 Pomona Boulevard I Pomona, CA 91M <br />t 909.369.6316 1 f. 909.869.6319 1 www.aalaboratory.com <br />GRADATION OF SOILS USING SIEVE ANALYSIS <br />ASTM D 6913 <br />Client Name: <br />Advanced Earth Sciences <br />Tested by: JT <br />Date: <br />06/01/15 <br />Project Name: <br />Foothill Landfill Area 2A <br />Computed by: NN <br />Date: <br />06/05/15 <br />Project No.: <br />14-101-01 <br />Checked by: AP <br />Date: <br />06/08/15 <br />Symbol <br />GRAVEL <br />SAND <br />SILT OR CLAY <br />Percent <br />COARSE <br />I FINE <br />OARSE <br />I MEDIUM <br />I FINE <br />Symbol <br />SIEVE <br />Sample <br />OPENING <br />Percent <br />I <br />Soil Symbol <br />SIEVE <br />I <br />NUMBER <br />LL:PL:PI <br />I <br />Gravel <br />Sand <br />Fines <br />HYDROMETER <br />D 2487 <br />O <br />14 <br />Bulk <br />46 <br />37 <br />17 <br />NP <br />SM <br />StFDkNile <br />e <br />y�0� <br />0^�` <br />�OD <br />❑ <br />Earthfill <br />15 <br />Bulk <br />22 <br />50 <br />28 <br />N/A <br />SM <br />100- <br />90 <br />80 <br />F- <br />70 <br />ED <br />60 <br />Go <br />C7 <br />z <br />F5 50- <br />U) <br />Q <br />o_ <br />z 40 <br />w <br />U <br />w 30 <br />a <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 />Sample <br />Percent <br />Atterberg Limits <br />Soil Symbol <br />No. <br />Type <br />LL:PL:PI <br />ASTM <br />Gravel <br />Sand <br />Fines <br />D 2487 <br />O <br />14 <br />Bulk <br />46 <br />37 <br />17 <br />NP <br />SM <br />StFDkNile <br />❑ <br />Earthfill <br />15 <br />Bulk <br />22 <br />50 <br />28 <br />N/A <br />SM <br />@S.G.@So. <br />