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130 <br />• 125 <br />120 <br />115 <br />110 <br />105 <br />• <br />100 <br />95 <br /> <br /> CPT <br />1 AT 4 FEET <br />', <br />-- <br />' ---= <br />- ; <br />- ...--'- ~- <br />- <br />,--'- ' - ; ; <br />--~ ---- --- <br />---' '-- <br />--' ; <br />•-- - <br />-=--- ---' <br />-- <br />- <br />--'-- - <br />CURVE <br />MAXIMUM DRY <br />116.0 PCF <br />--•--~-~- <br /> <br />.:--'- `-'- --~.;.-' r <br /> <br />--:.~ '--`- -~ ~--~ <br />-- <br />-'--:.:--' -- ~ -% •-- <br /> <br />-' '--' '~- %-- <br /> <br />- :_ OPTIMUM MOISTURE <br /> <br />13.0 %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 CLAY, VERY SANDY (CL) <br />Location BULK FROM CTP-1 AT 4 FEET <br />LL <br />U <br />a <br />y so <br />r <br />y <br />Z <br />W <br />O <br />C <br />0 85 <br />Compaction Test Procedure ASTM D 698 <br />METHOD "A" <br />Job No. 32,611 <br />25 30 35 <br />LIQUID LIMIT 27 % <br />PLASTICITY INDEX 11 <br />GRAVEL 1 <br />SAND 34 °/ <br />SILT AND CLAY 65 <br />Compaction <br />Test Results Fig. B-17 <br />