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<br />• <br /> <br />1d0 <br />X35 <br />1J0 I .. _ _ _ \ ...... . <br />125 I - - .. _. ... <br />~' <br />CURVE NUMBER R1 <br />MAXIMUM DRY DENSRY <br />112.5 pCE <br />OPTIMUM MOISTURE CONTENT <br />16.0 %DRY WEIGHT <br />120 ~ <br />~a <br />L <br />O <br />~N <br />T~ <br />115 .. ... .___-.. _..___ ..... ... ........_._.__.. ... p_____. <br />++o <br />C? <br />~S <br />2 <br />a <br />_._.. \ .. <br /> <br />LL <br />U <br />a <br /> <br />~ ' <br />N <br />Z <br />W <br />0 <br /> <br />CC <br />~ 95 <br /> <br />0 5 10 75 20 25 30 35 <br /> MOISTURE CONTENT% <br />Sample Description R1, TYPICAL SPOIL U9UIDLIMR 34 % <br /> PLASTICITY INDEX 18 % <br />Location BULK SAMPLE FROM TRENCH SPOIL GRAVEL 2 <br /> SAND 44 % <br />Compaction Tesf Procedure ASTM D 698 SILT AND CIAY 54 % <br /> m <br />ti <br />C <br />JOB NO. 25.863 <br />pac <br />o <br />on <br />( <br />FIG. A-4) <br /> Test Results <br />