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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 />08/31/15 <br />I I I <br />SIEVE OPENING SIEVE NUMBER HYDROMETER <br />100 <br />90 <br />80 <br />= 70 <br />C7 <br />w <br />r 60 <br />M <br />C7 <br />Fn 50 <br />Q <br />d <br />1.- 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 />EFINE <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 />C7 <br />w <br />r 60 <br />M <br />C7 <br />Fn 50 <br />Q <br />d <br />1.- 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 />0 <br />LCRS Floor <br />LCRS-R4 <br />08-21-15 <br />56 <br />42 <br />2 <br />N/A <br />GP <br />