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Geo -Log k Test Report <br />ASSOC IATE sASTM D-1557 <br />140 <br />138 <br />136 <br />134 <br />132 <br />130 <br />Q 128 <br />� 126 <br />m <br />Q 124 <br />Z` <br />Q <br />122 <br />120 <br />118 <br />10 116 <br />114 <br />112 <br />110 <br />0 <br />2013.A055 <br />LF WMU FU -13 <br />Report Date: <br />YL, LU73 <br />— I <br />2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />S2 with 0 Percent +#4 Gravel, the maximum Dry Density = 124.9 10.4 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />supplied and tested for the above referenced job <br />L:Labexcel I FORMS I GLA Forms 1 Reports 12013.A0551 S2-cmp.x1s Print Date: Er <br />DCN: CMP-rp (rev. 5/21109) Print Date : 5/2WO13 5/28/2013 JL <br />JL S2 <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />c <br />E <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />Cn <br />pcf k9 t m3 <br />■ <br />S2 <br />FLCB-0516-S2 <br />Brown Sandy Lean Clay (CL) <br />124.9 <br />2001 <br />10.4 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />S2 with 0 Percent +#4 Gravel, the maximum Dry Density = 124.9 10.4 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />supplied and tested for the above referenced job <br />L:Labexcel I FORMS I GLA Forms 1 Reports 12013.A0551 S2-cmp.x1s Print Date: Er <br />DCN: CMP-rp (rev. 5/21109) Print Date : 5/2WO13 5/28/2013 JL <br />JL S2 <br />