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r rr rr �r rr r rr r r r r r r r r <br /> Particle Size Distribution Report <br /> U S SIEVE OPENING IN INCHES U S STANDARD SIEVE NUMBERS HYDROMETER <br /> 3 2 1 1Q 1 314 1Q 4 1 20 30 40 60 100 140 200 <br /> 100 r 0 <br /> 90 - - -- - 10 <br /> 80 ---- - - -- 20 <br /> = 70 - - -- - - - <br /> 30 <br /> 0 m <br /> w <br /> 60 - Z <br /> - - - 40 <br /> m n <br /> O <br /> w <br /> 50 --- 50 Cn <br /> M <br /> LL XH <br /> 40 - 60 <br /> � m <br /> a 30 - — - - 70 z <br /> 20 — - - 80 <br /> 10 __ 90 <br /> 77 <br /> 0 100 <br /> 500 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 03 533 391 73 <br /> SOURCE SAMPLE# DEPTHIELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> 58708-06-01 CPT-1-50 5 50 5' 7-14-03 SM Siljy sand <br /> Client Brown and Caldwell C Plasticity Index test not requested Therefore,the program <br /> Project T&T Trucking <br /> assumed the sample as non-plastic,hence the classification GEOCON CONSULTANTS, INC. 0"M <br /> Pro ect No 58708-06-01 Plate <br />