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a� <br /> iL <br /> 3 <br /> a� <br /> z <br /> Particle Size Distribution Report <br /> > <br /> 0 C �_ C C - O O O O Q O O O <br /> (O <br /> @ 100 <br /> I I <br /> 80 <br /> 0 Tt � <br /> 3 <br /> I io II <br /> I I <br /> s 70 <br /> VT <br /> I i <br /> Z - <br /> O LL <br /> jL I <br /> (D N Z 50 -- _ <br /> v W <br /> 0U <br /> v � <br /> OW 40 <br /> N 30 <br /> II I i I <br /> O <br /> C I <br /> m <br /> 20 - <br /> w -- <br /> 0 10 <br /> W <br /> U) 0 <br /> L 100 10 1 0.1 0.01 0,001 <br /> H <br /> -o GRAIN SIZE-mm. <br /> N %+3„ %Gravel %Sand %Fines <br /> - - - - <br /> CD Coarse Fine Coarse' Medium Fine Silt Clay <br /> `0 0.0 26.6 34.7 11.7 11.9 7.6 7.5 <br /> m <br /> U SIEVE PERCENT SPEC." PASS? Material Description <br /> U) SIZE FINER PERCENT (X=NO) Tan poorly graded gravel with clay and sand <br /> .c 1.5" 100.0 <br /> E V 76.4 <br /> w 3/4" 73.4 <br /> Atterberg Limits <br /> 1/2" 61.7 PL= LL= P1= <br /> 3/8" 52.4 <br /> o #4 38.7 Coefficients <br /> #10 27.0 D90= 33.1612 D85= 30.6942 D60= 12.0920 <br /> o #16 22.2 D50= 8.7238 D30= 2.5748 D15= 0.4178 <br /> m #40 15.1 D10= 0.1584 CU= 76.32 Cc= 3.46 <br /> #50 13.1 <br /> #100 9.8 Classification <br /> 0 <br /> # 00 . USCS=GP-GC AASHTO= <br /> a� Remarks <br /> Natural Moisture:7.1% <br /> w <br /> c <br /> (no specification provided) <br /> 0 Location: BH-02 <br /> c Sample Number: BH-02 Depth:20'-21.5' Date: 07/25/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> m "'iN@WFleldS Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> F- Project No: 475.0106.033 Figure BH-02 <br /> Tested By: TW/JB Checked By: TW _- <br />