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Tested By: EL Checked By: BR <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 />CC&V Soil Liner Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />0.0 7.8 12.0 8.9 16.4 11.7 43.26 in.3 in.2 in.1½ in.1 in.¾ in.½ 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: Phase 1-Soil Liner Fill <br />Sample Number: 1SLF-50-R Date: <br />Client: <br />Project: <br />Project No:Figure <br />Brown clayey sand with gravel <br />2" <br />1.5" <br />1.0" <br />.75" <br />.5" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />99.7 <br />95.0 <br />92.2 <br />88.2 <br />85.7 <br />80.2 <br />71.3 <br />61.5 <br />54.9 <br />52.5 <br />47.3 <br />43.2 <br />100.0 <br />15.0 - 65.0 <br />16 36 20 <br />SC A-6(4) <br />Sample obtained from Phase 1 at approximate location N 57,023.8 <br />E 35,042.2 at an elevation of 9,669.0' <br />Cripple Creek & Victor Gold Mining Company <br />VLF Squaw Gulch <br />74201125N0 <br />PL= LL= PI= <br />USCS= AASHTO= <br />*CC&V Soil Liner Fill <br />10/26/15 <br />1SLF-50-R <br /> <br /> Amec Foster Wheeler