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rr rr rr r rr rr rr rr rr w �r tr rr rr rr rir,. <br /> 4r <br /> Particle Size Distribution Report <br /> U S SIEVE OPENING IN INCHES U S STANDARD SIEVE NUMBERS HYDROMETER <br /> 3 2 1 1 1 314 112 M 4 1Q�D30 40 60 100 140 00 <br /> 100 I 0 <br /> 90 --- - - - - 10 <br /> BO - 20 <br /> = 70 - --- - - - - - — - 30 <br /> M <br /> w m <br /> 60 ----- - — — — 40 <br /> I n <br /> InLLJ O <br /> tr <br /> Z 50 — 50 <br /> L m <br /> 40 <br /> w mw <br /> a 30 70 2 <br /> 20 - - - --- -- — - - 80 <br /> Li <br /> 90 <br /> 0 1 100 <br /> 500 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> %COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 00 472 429 99 <br /> SOURCE SAMPLE# DEPTHIELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> - S8708-06-01 CPT-1-20 5 20 5' 7-11-03 ML sandy silt <br /> Client Brown and Caldwell <br /> 0 Plasticity Index test not requested Therefore,the program <br /> Project T&T Trucking assumed the sample as non-plastic,hence the classification <br /> GEOCON CONSULTANTS, INC. of ML <br /> Project No 58708-06-01 Plate <br />