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r <br /> Particle Size Distribution Report - <br /> U S SIEVE OPENING IN INCHES US STANDARD SIEVE NUMBERS HYDROMETER <br /> 6 3 2 1 112 1 31112 3A Q 20 30 40 60 100 140 200 <br /> 100 I 0 <br /> 90 — — — 10 <br /> 60 — — - 20 <br /> z 70 -_ - — 30 rn <br /> (7 n <br /> w M <br /> 60 —-- — - -- -- 40 <br /> } C7 <br /> m O <br /> D <br /> X <br /> z 50 50 — _ _ — —_ — cn <br /> m <br /> LL X <br /> r— co <br /> Z 40 — — 60 <br /> M <br /> w <br /> n 30 70 a <br /> 20 80 <br /> 10 —— — — 90 <br /> 0 100 <br /> 500 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> %COBBLES %GRAVEL %SAND %SILT E_%CLAY <br /> " 00 00 785 215 <br /> SOURCE SAMPLE# DEPTHIELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> S8708-06-01 CPT-1-55 5 55 5' 7-11-03 SM Silty tine sand <br /> Client Brown and Caldwell ^ Plasticity Index test not requested Therefore,the program <br /> assumed the sample as non-plastic,hence the classification <br /> Project T&T Trucking GEOCON CONSULTANTS, INC. of SM <br /> Project No 58708-06-01 Plate <br />