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a� <br /> U- <br /> 3 <br /> a� <br /> Particle Size Distribution Report <br /> > <br /> C C c c C C O NON 0 O �0 S Q S <br /> @ 100 <br /> 90 <br /> _ <br /> 80 I I <br /> I , I I I <br /> O I I I <br /> 70 <br /> .3 L <br /> It I I Ills I I I <br /> LU 60 _ <br /> Z <br /> .CLL <br /> I I I I I I <br /> Z 50 <br /> W 40 <br /> d <br /> I <br /> O 30 <br /> O I I I <br /> C I I <br /> I <br /> �,I II II II <br /> 20 _ <br /> - --- <br /> � <br /> cn 0 <br /> t 100 10 1 0.1 0.01 0.001 <br /> H <br /> a GRAIN SIZE-mm. <br /> +3" %Gravel %Sand %Fines <br /> % -- - <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0 0.0 21.1 33.4 13.9 14.9 8.8 7.9 <br /> a <br /> 0 SIEVE PERCENT SPEC.' PASS? Material Description <br /> m <br /> N SIZE FINER PERCENT (X=NO) Gray well graded gravel with silt and sand <br /> 1.5" 100.0 <br /> E 1" 87.2 <br /> 3/4" 78.9 <br /> 1/2" 66.8 PL= ALL- <br /> rberg Limits PI- <br /> 3/8" 61.2 <br /> o 44 45.5 Coefficients <br /> #10 31.6 D90= 27.8497 D85= 23.5110 D60= 8.9668 <br /> o #16 25.4 D50= 5.7885 D30= 1.7586 D15= 0.3330 <br /> m #40 16.7 D10= 0.1309 Cu= 68.52 Cc= 2.64 <br /> #50 14.3 Classification <br /> 4100 10.6 USCS=GW-GM AASHTO= <br /> 0 <br /> 0 #200 7.9 <br /> N Remarks <br /> Natural Moisture:8.2% <br /> D <br /> c <br /> (no specification provided) <br /> v <br /> Location: BH-03 <br /> Sample Number: BH-03 Depth: 40'-41.5' Date: 09/23/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> m mmNewFields Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> W <br /> (D Project No: 475.0106.033 Figure BH-03 <br /> Tested By: TWITS Checked By:TS - <br />