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<br />'i~ <br />'~ <br />Lae SRY.-f.fl sae No. L_356.5 <br />STEFfEN ROBERTSON Jfi KIRSTEN cueNTgATTLE MTN. GOLD PRaEasnN HITS <br />FEaruRENATIVE SOIL TEST PI~RO~ECrNO. 14702 <br />Consulling Engineers SAMPLE H0. H.O OATS TESTED <br />MOISTURE-DENSITY RELATIONSHIPS <br />PROCTOR COMPACTION TEST <br />ASTM DESIGNATIONS D698 METHODS C <br />1 <br />t <br />1 <br /><L <br />v <br />a <br />} <br />~ 1 <br />N <br />2 <br />o: <br />01 <br />1'. <br />11 <br />1f <br />SRK FOR4 LR-7.2 <br />C9IGVFC FM IM°% enruonr~^N FOR <br />MAXIMUM ORY DENSITY <br />130.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />7.3 % <br />VISUAL OESCI~IPTION <br />SOIL PROPERTIES <br />°J. PASSING Nm. 200 U.S. SIEVE <br />11.6 <br />SIEVE ANALYSIS REFERENCE <br />FIGURE No. _ <br />LL _ <br />PL _ <br />PI <br />2 5.0 <br />FIGURE NO. <br />O.O 5.0 10.0 16.0 20.0 <br />MOISTURE CONTENT '/. <br />