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a� <br /> U- <br /> 3 <br /> m <br /> z <br /> Particle Size Distribution Report <br /> > <br /> 2 c C C C C C Q 0 00 (0� 0 (0p S � S <br /> CU <br /> 100 1\� <br /> C ? ` <br /> (+ 90 .. .. ... .. ...... 1..._._. <br /> I <br /> 80 <br /> O -/ I — <br /> .3 II <br /> Z 60 -t + <br /> .� LL <br /> U 'L. <br /> W 50 -"o i <br /> O W 40 - it - -; t ----- ------ _ <br /> � III I I I I <br /> 30 <br /> C <br /> 20 — - —- - <br /> (6 <br /> 0 10 -- - 1Y1-- <br /> N I II � II II �' � I II _. _. <br /> to 0 <br /> s 100 10 1 0.1 0.011 0.001 <br /> H <br /> o GRAIN SIZE-mm. <br /> cu <br /> %Gravel %Sand %Fines <br /> w %+3" Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 2.4 34.8 21.0 20.9 10.8 10.1 <br /> a� <br /> SIEVE PERCENT SPEC! PASS? Material Description <br /> N SIZE FINER PERCENT (X=NO) Gray well graded sand with silt and gravel <br /> 1" 100.0 <br /> E 3/4" 97.6 <br /> 2 1/2" 91.4 <br /> 3/8" 80.9 Atterberg Limits <br /> w #4 62.8 PL= LL= P1= <br /> o #10 41.8 Coefficients <br /> #16 32.6 D90= 12.1362 D85= 10.5952 D60= 4.2187 <br /> o #40 20.9 D50= 2.8369 D30= 0.9725 D15= 0.2054 <br /> a) #50 17.8 D10= CU= Cc= <br /> 2 4100 13.2 Classification <br /> #200 10.1 USCS=SW-SM — - AASHTO= <br /> 0 <br /> a� Remarks <br /> Natural Moisture:6.0% <br /> L_ <br /> C <br /> -0 (no specification provided) <br /> 2 Location: BH-03 <br /> c Sample Number: BH-03 Depth: 20'-21.5' Date: 07/25/19 <br /> 'N <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> P '"NeWFields Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> L <br /> Z5 <br /> Project No: 475.0106.033 Figure BH-03 <br /> Tested By: TW/TS Checked By:TW <br />