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N <br /> U- <br /> 3 <br /> a� <br /> Z <br /> Particle Size Distribution Report <br /> > <br /> o 0 0 0 o S o <br /> m too <br /> N <br /> 90 <br /> .2 80 <br /> L 70 _- <br /> � i I <br /> ILL <br /> z <br /> C Z 50 <br /> U W <br /> U <br /> o W 40 - ---- -- . <br /> - -- - -� 30 i <br /> i <br /> 0 <br /> 20 <br /> L <br /> N <br /> 0 <br /> 10 <br /> u, 0 <br /> t 100 10 1 0.1 0.01 0.001 <br /> f- <br /> -o GRAIN SIZE-mm. <br /> N %+3„ %Gravel %Sand_ %Fines <br /> - - - - <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 27.3 33.9 12.9 12.2 7.2 6.5 <br /> t5 SIEVE PERCENT SPEC.' PASS? Material Description <br /> 0 <br /> N SIZE FINER PERCENT (X=NO) Brown poorly graded gravel with silt and sand <br /> .c 1.5" 100.0 <br /> E 1" 75.0 <br /> 3/4" 72.7 <br /> Atterberg Limits <br /> 1/2" 64.0 PL= LL= Pl= <br /> w 3/8" 55.5 <br /> o 44 38.8 Coefficients <br /> 410 25.9 D90= 33.4594 D85= 31.1534 D60= 11.1102 <br /> o 916 20.8 D50= 7.7853 D30= 2.7824 D15= 0.5260 <br /> a) 440 13.7 D10= 0.2068 Cu= 53.72 Cc= 3.37 <br /> m #50 11.8 <br /> m #]00 8.7 Classification <br /> USCS=GP-GM AASHTO= <br /> #200 6.5 <br /> 0 <br /> m Remarks <br /> Natural Moisture:5.6% <br /> N <br /> c <br /> (no specification provided) <br /> a <br /> 0 Location: BH-04 <br /> c Sample Number: BH-04 Depth: 45'-46.5' Date: 07/25/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> P MM Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> .NewFields <br /> Project No: 475.0106.033 Figure BH-04 <br /> Tested By: TWITS - -- Checked By:TW -- <br />