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Ui <br /> a <br /> a) <br /> iL <br /> 3 <br /> z <br /> Particle Size Distribution Report <br /> Q. <br /> g � 8 <br /> j 90 <br /> O_ 80 <br /> I I I I 1 I I I I I I <br /> I I I I I I I I I I I I I <br /> 70 <br /> I I I I I 1 1 I I I <br /> w 60 <br /> Z I I I I I I I I I I I I I <br /> I I I I 1 I I I I I 1 I I <br /> Z50 I i I i I i i I I I <br /> U W <br /> I I I I I 1 I I I 1 I I I j <br /> OL w 40 I I I I I I J 1 I <br /> I I I I I I I I I I I I I <br /> I I I I 1 1 I I I I I I I <br /> 1 I I I I I I I I Y I I <br /> @ 20 I 1 I I I I I I I I I <br /> N I I I I I I I I I I <br /> I I I I I I I I 1 I I I I I <br /> 0 10 1 I I I I 1 I 1 <br /> � I I I I I I I 1 I I I I I I <br /> I I 1 I I I I I 1 <br /> I I I I I I I I I I I I I I <br /> 0 I I I 1 1 I I I 1 <br /> t 100 10 1 0.1 0.01 0.001 <br /> -6 GRAIN SIZE-mm. <br /> %Gravel %Sand %Fines <br /> w %+3" Coarse Fine Coarse Medium Fine Silt Clay <br /> 0 0.0 16.4 19.3 10.9 16.5 9.5 27.4 <br /> v <br /> :? <br /> SIEVE PERCENT SPEC.' Pass? Material Description <br /> h SIZE FINER PERCENT (X=NO) Brown clayey sand with gravel <br /> 2" 100.0 100.0 <br /> 1.5" 95.0 <br /> 0 1" 88.5 <br /> Atterberg Limits <br /> 3/4 83.6 PL= 14 LL= 43 P1= 29 <br /> -Z 1/2" 76.8 <br /> 0 3/8" 72.8 Coefficients <br /> #4 64.3 D90= 27.8955 D85= 20.6583 D60= 3.4158 <br /> c #10 53.4 D50= 1.4303 D30= 0.1230 D15= <br /> 0 #16 47.8 D10= CU= Cc <br /> m #30 38.7 <br /> #50 35.8 Classification <br /> C #100 31.3 USCS= SC AASHTO= A-2-7(2) <br /> 0 <br /> #200 27.4 15.0-65.0 Remarks <br /> NNatural Moisture: 12.4% <br /> t <br /> c <br /> Soil Liner Fill <br /> v <br /> 0 Location:Tezak Processing Plant <br /> c Sample Number:NFSLF-73-C Depth:Stockpile Date: 05/08/19 <br /> Client: CC&V Gold Mining Company <br /> ■ Project: Squaw Gulch VLF Phase 2 <br /> ■ <br /> .NewFields <br /> Project No: 475.0106.032 Figure NFSLF-73-C <br /> Tested By: JB _ _ Checked By:TW <br />