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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 />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 />0.0 36.0 38.0 9.0 9.0 5.7 2.36 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: Select Structural Fill <br />Sample Number: 2SSF-1-R Date: <br />Client: <br />Project: <br />Project No:Figure <br />Brown well-graded gravel with sand <br />3.0" <br />2.0" <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 />95.0 <br />92.0 <br />78.0 <br />64.0 <br />48.0 <br />40.0 <br />26.0 <br />17.0 <br />11.0 <br />8.0 <br />7.0 <br />4.0 <br />2.3 <br />100.0 <br />NP NV NP <br />GW A-1-a <br />Sample obtained from Phase 2 Secondary Underdrain bench J <br />STA 1+00 <br />Cripple Creek & Victor Gold Mining Company <br />VLF Squaw Gulch <br />74201125N0 <br />PL= LL= PI= <br />USCS= AASHTO= <br />*Select Structural Fill <br />2/19/2014 <br />2SSF-1-R <br /> <br /> Amec Foster Wheeler