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130 <br />• 125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />LL <br />U <br />a <br />} so <br />F <br />N <br />2 <br />W <br />D 85 <br /> i , <br />EET <br />TP <br />AT 2 <br />• <br />•,--~----•, ,• <br />-;-•--,- ;- <br />-~ --- -- -;~ - -•, ~-~ - ;- <br />~ -9A <br />F <br />CURVE <br />MAXIMUM DRY 120.5 PCF <br />- --,--~- - <br />' - <br />- - ---- --- <br />:--:__' '- <br />------- ---- - <br />-- OPTIMUM MOISTURE <br />12.5 %DRYWEIGHT <br /> <br /> • ZERO AIR VOIDS SPECIFIC GRAV ITY = 2.70 <br /> <br /> <br /> <br /> <br /> <br />0 5 10 15 20 <br />MOISTURE CONTENT - <br />Sample Description GRAVEL, VERY CLAYEY, SANDY (GC) <br />Location TP-9A AT 2 FEET <br />• Compaction Test Procedure ASTM D 698 <br />METHOD"A" <br />Job No. 32,611 <br />25 30 35 <br />LIOUID LIMIT 30 <br />PLASTICITY INDEX 13 <br />GRAVEL 30 <br />SAND 2S <br />SILT AND CLAY 45 <br />Compaction <br />Test Results Fig. B-,6 <br />