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,40 <br />135 <br />130 <br />125 <br />120 <br />115 <br />• <br />110 <br />105 <br />LL <br />O <br />a <br />100 <br />rn <br />z <br />w <br />I] <br />>- <br />o ~, <br />o s 10 1s <br />MOISTURE CONTENT - <br />Sample Description CLAY, VERY SANDY TO <br />CLAYEY (CL, SC) !BULK SAMPLE) <br />zo <br />• Compaction Test Procedure ASTM D 698-91 <br />METHOD "A" <br />Job No. 26,559 <br />2s 30 3s <br />LIQUID LIMIT 27 % <br />PLASTICITY INDEX 11 % <br />GRAVEL % <br />SAND % <br />SILT AND CLAY 54 % <br />Compaction <br />Test Results Fig. A-4 <br />