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110 <br />130 <br />125 <br />120 <br />115 <br />105 <br />100 <br />95 <br />90 <br />85 <br />0 <br />• <br />• <br />• <br />• <br />• • <br />• <br />• <br />' • 4 ' <br />• • ,, <br />, • <br />.• <br />• <br />I ' : <br />: • • <br />• <br />• 1 <br />5 <br />MOISTURE CONTENT - % <br />Sample Description Clay, Sandy, Gravelly <br />Location Bulk sample from Stockpile <br />Compaction Test Procedure ASTM D 698 <br />METHOD "A" <br />THE UNION MILLING COMPANY <br />TAILING POND <br />PROJECT NO, DN45,584-130 <br />S1PROJECTS145500TN45584.00011300 Lelters1111DN45584.130411-X3(PROCTOR) <br />CURVE NUMBER I <br />MAXIMUM DRY DENSITY <br />119.5 PCF <br />OPTIMUM MOISTURE CONTENT <br />12.5 % <br />ZERO AIR VOIDS SPECIFIC GRAVITY = 210 <br />. . <br />• <br />• <br />• • s , <br />10 15 20 25 30 <br />LIQUID LIMIT <br />PLASTICITY INDEX <br />GRAVEL <br />Compaction <br />Test Results <br />35 <br />-% <br />SAND Vo <br />SILT AND CLAY 50 <br />Fig. A -6 <br />