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Tested By:RM Checked By:TB <br />Particle Size Distribution Report <br />PE <br />R <br />C <br />E <br />N <br />T <br /> <br />F <br />I <br />N <br />E <br />R <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />P <br />E <br />R <br />C <br />E <br />N <br />T <br /> <br />C <br />O <br />A <br />R <br />S <br />E <br />R <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />GRAIN SIZE - mm. <br />0.0010.010.1110100 <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />29.0 30.0 14.0 1.0 1.0 1.0 24.0 <br />6 <br />i <br />n <br />. <br />3 <br />i <br />n <br />. <br />2 <br />i <br />n <br />. <br />1½ <br /> <br />i <br />n <br />. <br />1 <br />i <br />n <br />. <br />¾ <br />i <br />n <br />. <br />½ <br />i <br />n <br />. <br />3/ <br />8 <br /> <br />i <br />n <br />. <br />#4 #1 <br />0 <br />#2 <br />0 <br />#3 <br />0 <br />#4 <br />0 <br />#6 <br />0 <br />#1 <br />0 <br />0 <br />#1 <br />4 <br />0 <br />#2 <br />0 <br />0 <br />SIEVE PERCENT SPEC. <br />*PASS? <br />SIZE FINER PERCENT (X=NO) <br />Material Description <br />Atterberg Limits <br />Classification <br />Remarks <br />Source of Sample:Structural Fill <br />Sample Number:SF-10-R Date: <br />Client: <br />Project: <br />Project No:Figure <br />Brown clayey gravel <br />24" <br />18" <br />12" <br />4" <br />3" <br />2" <br />1.5" <br />1" <br />.75" <br />.5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />100.0 <br />100.0 <br />76.0 <br />71.0 <br />63.0 <br />55.0 <br />47.0 <br />41.0 <br />33.0 <br />28.0 <br />27.0 <br />26.0 <br />25.0 <br />25.0 <br />25.0 <br />24.0 <br />24.0 <br />100.0 <br />0.0 - 25.0 <br />19 32 13 <br />GC A-2-6(1) <br />Sample obtained from Phase 1 Bench DD STA DD10+00 at an <br />elevation of 9,550.0’ <br />Cripple Creek & Victor Gold Mining Company <br />VLF Squaw Gulch <br />74201125N0 <br />PL= LL= PI= <br />USCS= AASHTO= <br />*Structural Fill <br />2/25/2014 <br />SF-10-R <br /> <br /> Amec Foster Wheeler