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r r rr rr r rr r rr r r �r rr <br /> Particle Size Distribution Report , <br /> U S SIEVE OPENING IN INCHES US STANDARD SIEVE NUMBERS HYDROMETER <br /> 6 3 2 1 1Q 1 314 V2 318 4 10 2D 30 40 60 100 14 2DO <br /> 100 1 0 <br /> 90 — - --- - - - 10 <br /> 80 -- - - — 20 <br /> = 70 - — —- - - - - — -- -- 30 MM <br /> C7 n <br /> w m <br /> 60 — --— -- - - -- - — - — — 40 Z <br /> } n <br /> m p <br /> D <br /> W 50 — — 50 ca <br /> M <br /> M <br /> CU <br /> Z 40 60 <br /> O m <br /> w <br /> 0. <br /> 30 -- 70 y <br /> 20 — --- - — 80 <br /> 1o __ J90 <br /> p 100 <br /> S00 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 04 345 497 154 <br /> SOURCE SAMPLE# DEPTHIELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> S8708-06-01 CPT-1-65 5 65 5' 7-14-03 ML Sandy silt <br /> Client Brawn and Caldwell Plasticity Index test not requested Therefore,the program <br /> assumed the sample as non-plastic,hence the classification <br /> Pro ect T&T Trucking GEOCON CONSULTANTS, INC. of ML <br /> Pro ect No S8708-06-01 Plate <br />