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wr wl� w ww ww ww ww rw ww ww ww ww i ww ww ww ww <br /> Particle Size Distribution Report <br /> U S SIEVE OPENING IN INCHES , US STANDARD SIEVE NUMBERS HYDROMETER <br /> 6 3 2 1 U2 1 314 1 318 4 1Q�^ 0 30 40 60 100 140 00 <br /> 100 1 I 0 <br /> 90 - - - - — 10 <br /> 80 - — 20 <br /> = 70 — 30 m <br /> i7 m <br /> w <br /> 60 - -- --- - - 40 z <br /> m n <br /> O <br /> Z 50 - -- - - — - 50 M <br /> LL M <br /> ~ 6 <br /> Z 0 40 --- - <br /> C <br /> W <br /> Cr <br /> a- 30 –— 70 <br /> 20 80 <br /> 10 90 <br /> 0A— L .100 <br /> Soo 100 10 1 01 0 0 <br /> GRAIN SIZE IN MILLIMETERS <br /> %COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 00 275 559 166 <br /> SOURCE SAMPLE# DEPTH/ELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> - S8708-06-01 CPT-1-10 5 10 5' 7-11-03 ML Silt with 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 ML <br /> Project No 58708-06-01 Plate <br />