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1qo <br />,~s <br />,~o <br />1zs <br />120 <br />11s <br />• <br />110 <br />1os <br />• <br />LL <br />U <br />a <br />r 100 <br />to <br />2 <br />W <br />D <br />d' <br />O ys <br />0 5 10 15 20 <br />MOISTURE CONTENT - <br />Sample Description GRAVEL AND SAND WITH COBBL <br />SILTY. BROWN (GM) <br />Compaction Test Procedure AASHTO T-99 (METHOD D) <br />(+yq• MATERIAL PROPORTIONALY REPLACED WITH X14 TO 3/4' MATERIAL) <br />Job No. 26,559 <br />25 30 35 <br />LIOUID LIMIT - % <br />PLASTICITY INDEX - % <br />GRAVEL 59 % <br />SAND 27 % <br />SILT AND CLAY 14 % <br />Compaction <br />Test Results E-14 <br />(Fig. A-5) <br />