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Tested By:RM Checked By:TB <br />Particle Size Distribution Report <br />PERCENT FINER0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />PERCENT COARSER100 <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 />Underdrain Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />95.0 5.0 0.0 0.0 0.0 0.0 0.0 0.06 in.3 in.2 in.1‰ in.1 in. in.‰ in.3/8 in.#4#10#20#30#40#60#100#140#200SIEVE PERCENT SPEC. <br />*PASS? <br />SIZE FINER PERCENT (X=NO) <br />Material Description <br />Atterberg Limits <br />Classification <br />Remarks <br />Source of Sample:Underdrain Fill <br />Sample Number:1UF-1-R Date: <br />Client: <br />Project: <br />Project No:Figure <br />Brown poorly graded gravel <br />12" <br />8" <br />5" <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 />61.0 <br />25.0 <br />5.0 <br />0.2 <br />0.2 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />100.0 <br />0.0 - 0.6 <br />NP NP NP <br />GP A-1-a <br />Sample obtained from Bench J approximate location STA J2+00 <br />at an elevation of 9,825.0 <br />Cripple Creek & Victor Gold Mining Company <br />VLF Squaw Gulch <br />74201125N0 <br />PL= LL= PI= <br />USCS= AASHTO= <br />*Underdrain Fill <br />2/17/2014 <br />1UF-1-R <br /> <br /> Amec Foster Wheeler