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N <br /> _N <br /> W <br /> 3 <br /> a� <br /> Particle Size Distribution Report <br /> > <br /> P C C C C C C 0 0 (0 0 0 1 V S <br /> 100 <br /> c I <br /> N it <br /> 90 - - -- - - <br /> 3 <br /> 80 <br /> I I li <br /> O <br /> L 70 _ ._ .. . . . <br /> 1 li I I I I I I j <br /> I I I I I <br /> —_ ofIli <br /> . . ._ <br /> W 60 + r <br /> Z <br /> LL <br /> I I I I I <br /> - Z 50 _ - <br /> U W <br /> U <br /> Of <br /> O - - <br /> W 40 I I I I I I <br /> CL <br /> I � I <br /> N 30 - <br /> � <br /> O20 <br /> I, l <br /> N <br /> II I <br /> O 10 -- <br /> w 0 <br /> 100 10 1 0.1 0.01 0,001 <br /> H <br /> GRAIN SIZE-mm. <br /> / Gravel ° an <br /> %Fines <br /> +Y <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 20.4 30.6 12.0 14.6 9.7 12.7 <br /> t5 SIEVE PERCENT SPEC.' PASS? Material Description <br /> SIZE FINER PERCENT (X=NO) Brown silty gravel with sand <br /> 1.5" 100.0 <br /> 1" 96.2 <br /> 2 3/4" 79.6 <br /> Atterberg Limits <br /> r0 3/8" 71.7 PL= NT LL= NT Pl= NT <br /> o #4 49.0 Coefficients <br /> #10 37.0 D90= 22.7190 D85= 20.9880 D60= 8.2116 <br /> o #16 31.1 D50= 5.0371 D30= 1.0582 D15= 0.1285 <br /> a) #40 22.4 D10= CUE Cc= <br /> m #50 19.9 Classification <br /> #100 15.7 — <br /> USCS=GM AASHTO= <br /> 0 <br /> #200 12.7 <br /> 0 Remarks <br /> Natural Moisture:7.4 <br /> _Ln <br /> L_ <br /> C <br /> (no specification provided) <br /> 0 Location: BH-06 <br /> Sample Number: BH-06 Depth: 35'-36.5' Date: 07/25/19 <br /> — -- - <br /> Cn <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> mi NewFietds Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> a) Project No: 475.0106.033 Figure __ BH-06 <br /> Tested By: TW/TS Checked By:TW <br />