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130 <br />• 125 <br />120 <br />115 <br />110 <br />105 <br />• <br />100 <br />95 <br /> <br /> R <br />• <br />--, •, ;--,-- <br />-- <br />- ;.. -; ;- <br />~ ~ <br />--,--~- - <br />--~ -~ - <br />--, -, _-~-- <br />--~ <br />--- B-1 <br />CURVE <br />MAXIMUM DRY 118.0 PCF <br />-- . <br />' _, - - <br />: _ <br />- - - -,-- - <br />;- -- - OPTIMUM MOISTURE <br />14.0 % DRY WEIGHT <br /> <br /> ~~ ~ ~ ~ ZERO AIR VOIDS SPECIFIC GRAV ITY = 2.70 • <br /> <br /> <br /> i , <br /> <br /> <br />0 5 10 15 20 <br />MOISTURE CONTENT - <br />Sample Description SHALEISANDSTONE "SPOIL" <br />LL <br />U <br />a <br />} 90 <br />H <br />N <br />Z <br />W <br />O <br />Y <br />K <br />~ 85 <br />Location BULK SAMPLE RB-1 <br />Compaction Test Procedure ASTM D 698 <br />METHOD "B" <br />Job No. 32,611 <br />25 30 35 <br />LIQUID LIMIT 36 °/ <br />PLASTICITY INDEX 17 <br />GRAVEL 46 <br />SAND 5 <br />SILT AND CLAY 47 <br />Compaction <br />Test Results Fig. B-13 <br />