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r <br />tao <br />• 735 <br />130 <br />125 <br />120 <br /> <br />• <br />~+~ <br />a <br />L <br />O <br />a~ <br />Nq <br />~T <br />CP <br />~L <br />2 <br />O <br />175 I .. .. .._ _ ._.. ........ - _ __ O._ .. _ <br />110 <br />CURVE NUMBER P3 <br />MAXIMUM DRY DENSffV <br />112.5 pCF <br />OPTIMUM MOISTURE CONTENT <br />15.5 % DRY WEIGHT <br />105 ... .. .._ .__ ._.... __.. _... .______. _. ._.._._ .. ............ _.. . .. . .. <br />LL <br />U <br />a <br />t00 ----- - -.._.._--------- - --~- ------- -- ------___ . ... <br />F <br /> <br />N <br />Z <br />W <br />0 <br />Y ' <br />OC <br />~ 95 <br /> <br /> 0 5 70 15 20 25 JO 35 <br /> MOISTURE CONTENT% <br /> Sample Description P3, TYPICAL SPOIL LI9UIDLIMfT 37 0~ <br /> PIP.STICITY INDEX 19 °~, <br /> LOCatIOn BULK SAMPLE FROM TRENCH SPOIL GRAVEL 51 <br /> SAND 11 % <br /> Compaction Test Procedure ASTM D 69A $0.T ANDCIAY 38 °b <br /> <br /> Compaction E-3 <br />JOB NO. 25,863 Test Results (FIG. A-3) <br />