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,~a <br />,~ <br />,~o <br />125 <br />120 <br />115 <br />110 <br />105 <br />LL <br />U <br />a <br />too <br />w <br />z <br />w <br />0 <br />} <br />s <br />0 95 <br />o s 10 1s <br />MOISTURE CONTENT - <br />Sample Description GRAVEL AND SAND WITH COB <br />zo <br />• Compaction Test Procedure AASHTO T-99 (METHOD D) <br />(+3/4' MATERIAL PROPORTIONALY REPLACED WITH #4 TO 3/4' MATERIAL) <br />Job No. 26,559 <br />25 30 35 <br />LIQUID LIMIT - % <br />PLASTICITY IN DEX - % <br />GRAVEL 59 % <br />SAND 27 % <br />SILT AND CLAY 14 % <br />Compaction <br />Test Results Fig. A-5 <br />