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r� r r r r rr rr r� rr r MAM wig <br /> Particle Size Distribution Report <br /> U S SIEVE OPENING IN INCHES U S STANDARD SIEVE NUMBERS HYDROMETER <br /> 6 3 2 1 V2 1 314 112 4 t0 20 30 40 60 100 141 200 <br /> 100 i 0 <br /> 90 - - --- - - - - - -- <br /> 10 <br /> 80 — — - - 20 <br /> I- 70 <br /> 30 � <br /> C7 n <br /> w m <br /> 60 — <br /> } - 40 <br /> m C7 <br /> O <br /> Z 50 -- 50 <br /> 5= m <br /> Z 40 - - -— - - - 60 Co <br /> U <br /> u.i <br /> Il 30G] <br /> 70 <br /> 20 80 <br /> 1a - sa <br /> a 1 100 <br /> 500 100 10 1 01 001 0 001 <br /> GRAIN SIZE IN MILLIMETERS <br /> COBBLES %GRAVEL %SAND %SILT %CLAY <br /> 00 51 815 134 <br /> SOURCE SAMPLE# DEPTH/ELEV DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL <br /> S8708-06-01 CPT41-25 5 25 5' 7-11-03 SM Siftsand fine to medium <br /> Client Brown and Caldwell Plasticity Index test not requested Therefore,the program <br /> assumed the sample as non-plastic,hence tha classification <br /> Project T&T Trucking GEOCON CONSULTANTS, INC, of SM <br /> Project No 58708-06-01 Plate <br />