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COMPACTION TEST <br />'NA: N.,MWH <br />PROCTOR <br />4 <br />MODIFIED <br />MUL:J •*1;mdkR <br />ff <br />RARVARO <br />MINIATURE <br />C3 <br />G•RER IUESCRINEI <br />W I $CIL Wk T MULJ <br />SamRle <br />air and <br />(I <br />dried <br />then pa:" <br />WT Mom <br />1235 <br />1't5 <br />123:S <br />1' ;: <br />= <br />wr SOIL WF • <br />17-S <br />1460 <br />19mi1 <br />18S <br />TS hlnt:s/lavers <br />VUL:A1! MULU c; r•1 <br />1/30 <br />1/3U <br />1i . 0 <br />1!30 <br />WET DENSITY PCF <br />117 51 <br />12..93 <br />1<'9.34 <br />124. <br />rll _ ft - <br />T YVF OF <br />10 Lb. <br />'AMPEy <br />hammer <br />14" drop <br />DRY DENSITY P$;P <br />110, 13 <br />112 . 1 o <br />114 . ! i <br />11)(, . <br />Brown <br />CONTAINER NUMBER <br />2.\ <br />1 <br />2 <br />1A <br />= <br />wr MET SOIL TARE <br />950 <br />:100 <br />855 <br />899 <br />Z <br />WT DRY SOIL • TARE <br />903 <br />839 <br />'79 <br />799 <br />oPT,MUM <br />MOISTURE 72 <br />��� •� <br />$ <br />WT WER <br />47 <br />61 <br />7 7 <br />100 <br />TARE CONTAINER <br />7 <br />) <br />) 0 7 <br />707 <br />W DRY SOIL <br />696 <br />635 1 <br />571 <br />591 <br />MOISTURE <br />(t _ ? <br />9 _6 <br />1 i _ i <br />16 _9 <br />COMPACTION <br />PROCTOR <br />O <br />MODIFIED <br />PROCTOR <br />ff <br />RARVARO <br />MINIATURE <br />C3 <br />G•RER IUESCRINEI <br />SamRle <br />air and <br />oven <br />dried <br />then pa:" <br />�yrougb <br />a d4 Siete <br />pTlor <br />tO testing. <br />1 lavers <br />TS hlnt:s/lavers <br />MOLD <br />DATA <br />.IEIGMT <br />4,62T, <br />DIAMETER <br />4.0011 <br />.K:L'.:ME <br />1 / i0 <br />rll _ ft - <br />T YVF OF <br />10 Lb. <br />'AMPEy <br />hammer <br />14" drop <br />T" fare <br />diameter <br />SAMPLE_ <br />OE -RIPTION <br />Brown <br />fine <br />to medium <br />sl tv <br />sand, <br />a little <br />gravel. <br />9 'j stone <br />content <br />TEST <br />%AIMARY <br />MAX DRY <br />DENSITY 112;2 pcf. <br />oPT,MUM <br />MOISTURE 72 <br />��� •� <br />41:42'[+�u. <br />to <br />ASSUMED SPFUI,C 3tAwTr 2. 11MOISTURE CONTENT %P /7 <br />:EPO .•R .OIOS DENSITY I'00 o_c 100.40 1 ig 11-.65 <br />7 <br />°o MU•STURE -10.0 18.0 16.0 14.0 <br />PaoxcT IT +gs SOIL MECHANICS LABORATORY <br />mpor e <br />;,ACRE <br />.00pT1ONlh'.o ,_11yYIS an Orma�� e <br />SUBTERRANEAN DONEQZ� INC. <br />. _n �t��ava <br />IFCIMCIAN J'TS . DATE •_ I1 ' 16 M1meopoAS memesoto <br />