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A) <br /> U- <br /> 3 <br /> a� <br /> Z <br /> Particle Size Distribution Report <br /> > <br /> C C C C C m O O O O (Op O Q O <br /> 100 <br /> 90 <br /> 70 — <br /> I <br /> — I <br /> i <br /> — �' I i I li li li li Ills li � I I I I I <br /> w Z 60 -- <br /> II <br /> W l <br /> O Z 50I i I <br /> U W <br /> 3 O i it I I i I i i i <br /> � I <br /> W 40 <br /> O — <br /> Q I } T—+-- — <br /> i i I I I it i <br /> rZ <br /> � 30 —— I -- <br /> .� -- <br /> O C i i i Ij I i I <br /> 20 <br /> t <br /> a I I i i <br /> i I I I I --- ' <br /> vi 0 <br /> z 100 10 1 0.1 0.01 0.001 <br /> I— <br /> a GRAIN SIZE-mm. <br /> N /,+3„ %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0 0.0 0.0 0.9 11.3 21.8 31.7 34.3 <br /> m <br /> t5 SIEVE PERCENT SPEC.* PASS? Material_Description <br /> SIZE FINER PERCENT (X=NO) Dark brown clayey sand <br /> .S� 1/2" 100.0 <br /> E 3/8" 99.5 <br /> #4 99.1 <br /> #10 87.8 Atterberg Limits <br /> w #16 81.2 PL= LL= P1= <br /> o #40 66.0 Coefficients <br /> 450 59.4 D90= 2.3237 D85= 1.6211 D60= 0.3100 <br /> o #100 45.8 D50= 0.1871 D30= D15= <br /> #200 34.3 D10= CU= Cc= <br /> i� <br /> Classification <br /> USCS=SC AASHTO= <br /> O <br /> m Remarks <br /> Natural Moisture:27.3% <br /> LD <br /> c <br /> (no specification provided) <br /> Location: BH-05 <br /> c Sample Number: BH-05 Depth: 55'-55.5' Date: 07/25/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> P "NeWFields Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> Project No: 475.0106.033 Figure BH-05 <br /> Tested By: TW/TS Checked By: TW <br />