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Tested By: TW Checked By: JDH <br />05/04/2016 <br />NFSF-2-R <br />Structural Fill <br />PL=LL=PI= <br />D90=D85=D60=D50=D30=D15=D10=Cu=Cc= <br />USCS=AASHTO= <br />* <br />Light brown poorly graded gravel with silty clay and sand <br />24.0" <br />4.0" <br />3.0" <br />2.0" <br />1.5" <br />1.0" <br />0.75" <br />0.5" <br />0.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />100.0 <br />93.9 <br />81.0 <br />73.4 <br />65.2 <br />57.7 <br />46.2 <br />39.5 <br />30.0 <br />20.9 <br />14.8 <br />11.4 <br />9.8 <br />7.7 <br />6.0 <br />100.0 <br />17 21 4 <br />66.8903 57.4922 20.6832 <br />14.5692 4.7657 0.8840 <br />0.3127 66.14 3.51 <br />GP-GC A-1-a <br />Natural Moisture = 4.5% <br />CC&V Gold Mining Company <br />Squaw Gulch Valley Leach Facility-Phase 1 <br />475.0106.006 <br />Material Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Remarks <br />Location: STA H26+00 Slope BelowSample Number: NFSF-2-R Depth: SG Date: <br />Client: <br />Project: <br />Project No:Figure <br />SIEVE PERCENT SPEC.*PASS? <br />SIZE FINER PERCENT (X=NO)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 />Structural Fill <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />6.1 36.2 27.7 9.1 9.5 5.4 6.06 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report