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LAB SRK-U.S. LAB NO. .•-39~- <br />STEFFEN ROBERTSON i KIRSTEN CLIENT Battle Mtn. Gol CpROJEQ San r.,,; s <br />FEATURE 3'a; 1 i nga PROJECT NO. 14705 <br />Consultlnq Engineers SAMPLE NO. 1.0 OATS TESTED 9~12~R9 <br />GRAIN SIZE ANALYSIS <br />U. S. STANDARD SIEVE SIZES <br /> <br />00 <br />90 <br />90 <br />TO <br />i0 <br />i0 <br />10 <br />10 <br />., <br />NYOROMETER ANALYSIS <br />00 10 LO ~ . O.I O.OI 0.001 <br />GRAIN SIZE IN MILLIMETERS <br />GRAVEL 'SAND <br />T <br />R <br />COARSE FINE MEO(UM FINE CLAY <br />SIL <br />O <br />LIOUID LIMIT PLASTICITY INDEX <br />DESCRIPTION TailinQa-Slimes (54" From DisChar4e Pt.) USCS <br />U.S. Pbrtide Percent U.S. ParticM Prre•nt U.S. PhrtlNe Pertlent Portico Percent <br />ieve Si:• Finer • mm Finer Steve Ize Finer lacemm Finsr <br /> 3/4" 19.00 30 .590 .019 <br /> 3/B" 9.30 50 .297 •009 64 <br /> <br />S.O 126.7 4 4.750 100 .149 .DOS 46 <br />3.0 76.0 8 2380 200 .074 .002 Z 3 <br /> <br />1.3 38.0 16 1.190 - .037 100 .001 15 <br />SRK FORM LR-1 <br />FIGURE NO. <br />