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Client Name: <br />Project Name <br />Project No.: <br />AP Engineering and Testing, inc. <br />DBE I MBE I SBE <br />2607 Pomona Boulevard i Pomona, CA 91768 <br />t. 909.869.6316 I f. 909.869.6318 I www.ag? <br />GRAIN SIZE DISTRIBUTION CURVE <br />ASTM D 422 <br />Advanced Earth Sciences <br />Foothill Landfill Area 2A <br />14-101-01 <br />Tested by: JT Date: 09/01/15 <br />Computed by: NN Date: 09/04/15 <br />Checked by: AP Date: 09/08/15 <br />Symbol Source Sample <br />GRAVEL <br />SAND <br />SILT OR CLAY <br />No. <br />COARSE <br />I FINE <br />_-OARSE <br />I MEDIUM <br />I FINE <br />Symbol Source Sample <br />SIEVE <br />Atterberg Limits <br />OPENING <br />No. <br />I <br />LL:PL:PI <br />ASTM <br />SIEVE <br />I <br />NUMBER <br />I <br />D 2487 <br />O In -Place OPS -R4 <br />HYDROMETER <br />70 <br />13 <br />NIA <br />SM <br />❑ In -Place OPS -R5 <br />08-28-15 15 <br />66 <br />19 <br />N/A <br />SM <br />A In -Place OPS -R6 <br />08-28-15 17 <br />69 <br />14 <br />N/A <br />SM <br />100 <br />rm <br />90 <br />80 <br />F- <br />70 <br />w <br />60 <br />m <br />U <br />z 50 <br />n. <br />40 <br />z <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 Source Sample <br />Sample Percent <br />Atterberg Limits <br />Soil Symbol <br />No. <br />Date <br />LL:PL:PI <br />ASTM <br />Gravel Sand Fines <br />D 2487 <br />O In -Place OPS -R4 <br />08-28-15 17 <br />70 <br />13 <br />NIA <br />SM <br />❑ In -Place OPS -R5 <br />08-28-15 15 <br />66 <br />19 <br />N/A <br />SM <br />A In -Place OPS -R6 <br />08-28-15 17 <br />69 <br />14 <br />N/A <br />SM <br />