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~~ <br />i • <br />• <br />• <br />140 <br />t35 - -- ---- - - - --- -- --- - ~- ~ CURVE NUMBER P3 <br />MAXIMUM DRY DENSITY <br />112.5 pCF <br />OPTIMUM MOISTURE CONTENT <br />15.5 % DRY WEIGHT <br />130 - ___'_~_. __... _.__ ._...__-.__---_.- _.__ __ <br />i <br />. I <br />125 -.._______'___- ___-_ ____ __ .. _ _ __..._ . <br />~~~ - -_: <br />120 _. _______. __-.-~_______ _______._.__ __ __ __. <br />a <br />L <br />~N <br />Nq <br />T~ <br />11rJ --_-_----~I (1__~_ __ -_ <br />I I CP <br />1 9S~ I <br />~ ~ i <br />O <br />110 __ _ - ' ____.._____-_._- <br />I <br />I <br />105 --___ I -._-._I^---_._-~ I - <br />i j <br />i <br />d __ ~ t ' I _ <br />I 100 -•- <br />__. .. ~ - <br />y f_ -~ -- ~ :: I - <br />Z _ <br />o --- ___ _ <br />_ .- <br />0 95 ~ ~ i ~- ._. <br />0 5 10 15 20 25 JO 35 <br />MOISTURE CONTENT% <br />SampleDescripiion P3. TYPICAL SPOIL LI9UIDLIMff 37 0~, <br />PLASTICffY INDEX 19 % <br />Location BULK SAMPLE FROM TRENCH SPOIL GRAVEL 51 q, <br />SAND 11 <br />Compaction Test Procedure ASTM D 698 SILTANDCIAY 38 °,~ <br />Compaction <br />JOH NO. 25, 863 Test Results FIG. A-3 <br />