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AP Engineering and Testing, Inc. <br />DBEIMBEISSE <br />Client Name: <br />Advanced Earth Sciences <br />Tested by: JT <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 />nn inw re r_ <br />09/04/15 <br />I i I <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />100 <br />90 <br />80 <br />= 70 <br />w <br />>- 60 <br />m <br />50 <br />n. <br />Iā€” 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 />FFINE <br />OARSE <br />MEDIUM <br />FINE <br />I i I <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />100 <br />90 <br />80 <br />= 70 <br />w <br />>- 60 <br />m <br />50 <br />n. <br />Iā€” 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 />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 />O <br />In -Place <br />OPS -R1 <br />08-28-15 <br />15 <br />71 <br />14 <br />N/A <br />SM <br />ā‘ <br />In -Place <br />OPS -R2 <br />08-28-15 <br />18 <br />65 <br />17 <br />N/A <br />SM <br />0 <br />In -Place <br />OPS -R3 <br />08-28-15 <br />22 <br />62 <br />16 <br />N/A <br />SM <br />