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a� <br /> iL <br /> 3 <br /> a� <br /> z <br /> Particle Size Distribution Report <br /> C C O O O <br /> C C C C C C O O O QO (Op O O Ory <br /> 100 <br /> CU <br /> I <br /> i 90 <br /> 'L I <br /> II I I I', <br /> I <br /> 0 80 r <br /> -- _ <br /> 70 <br /> W 60 - - <br /> z_ }II <br /> .0 U_ <br /> Z 50 <br /> U W lµ <br /> � U <br /> o W 40 <br /> Cl li ! i �I �,III I i I I I I Ili I <br /> N <br /> 30 <br /> O I III <br /> 20 <br /> L III <br /> N <br /> I <br /> V_ <br /> v) 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> H <br /> o GRAIN SIZE-mm. <br /> y %+3„ %Gravel %Sand %Fines <br /> - - - -T - - <br /> 4? Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 10.3 41.0 13.9 16.4 9.5 8.9 <br /> a <br /> t5 SIEVE PERCENT SPEC! PASS? Material Description <br /> (D <br /> Q SIZE FINER PERCENT (X=NO) Tan well graded gravel with silt and sand <br /> .0 1.5" 100.0 <br /> E ill1 89.7 <br /> m 3/4" 89.7 <br /> 1/2" 66.9 Atterberg Limits <br /> w 3/8" 60.4 PL= LL= P1= <br /> o #4 48.7 Coefficients <br /> #10 34.8 D90= 26.8523 D85= 17.0355 D60= 9.2363 <br /> o #16 28.1 D50= 5.0932 D30= 1.3842 D15= 0.2752 <br /> Q) #40 18.4 D10= 0.0993 Cu= 92.99 Cc= 2.09 <br /> #50 15.6 <br /> 6 Classification <br /> #100 11.7 - <br /> USCS=GW-GM AASHTO= <br /> #200 8.9 <br /> 0 <br /> a� Remarks <br /> Natural Moisture: 8.3% <br /> c <br /> (no specification provided) <br /> 2 Location: BH-01 <br /> 0 Sample Number: BH-01 Depth: 25'-26.5' Date: 07/25/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> P OlNeWFields Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> Project No: 475.0106.033 Figure BH-01 <br /> Tested By: TW/TS Checked By:TS <br />