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Particle Size Distribution Report <br /> U S SIEVE OPENING IN INCHES U S STANDARD SIEVE NUMBERS HYDROMETER <br /> fi 3 i_U2 1 314 112 3B 4 14 20 30 40 60 100 140 204 <br /> 100 1I 0 <br /> 90 — —— — 10 <br /> 20 <br /> C? � <br /> LU m <br /> z <br /> } — - 40 -4 <br /> m <br /> D <br /> w 50 — — - -- 50 <br /> rn <br /> 1i m <br /> F- <br /> X <br /> W 40 -- a) <br /> 60cc < <br /> U �r <br /> w m <br /> ut <br /> 4. 30 — 70 i <br /> 20 — — --- — - - — <br /> 80 <br /> 10 --- 90 <br /> 01 100 <br /> 500 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 00 502 394 104 <br /> SOURCE SAMPLE# DEPTH/ELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> 58708-06-01 CPT-1-40 5 40 5' 7-14-03 SM Stl 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 59708-06-01 Plate <br />