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■W•vffv ■ v• `r i rte•Vv• ■ ■ • %�. ft..i ■ ■ •v■ INv• •ff■ v <br />Geo-Loq k Test Report <br />A S S 0 C I A T E S <br />ASTM D-1557 <br />Republic Services <br />Project Name: <br />Forward LF WMU FU -13 <br />130 <br />128 <br />126 <br />124 <br />122 <br />120 <br />w <br />Q 118 <br />� 116 <br />N <br />Q 114 <br />i;` <br />O <br />112 <br />110 <br />108 <br />106 <br />104 <br />102 <br />100 <br />0 <br />2013.A055 <br />Report Date: <br />21.201 <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 />o <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf k9 / m3 <br />% <br />■ <br />S1 <br />FLCB-0516-S1 <br />Brown Sandy Lean Clay (CL) <br />117.5 <br />1882 <br />13.6 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />0 S1 with 0 Percent +#4 Gravel, the maximum Dry Density = 117.5 13.6 <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 />Llabexcel I FORMS 1 GLA Forms I Reports 12013.A055 I S1-cmp.x/s Print Date: Entered By: Reviewed By: LSN: <br />DCN: CMP-rp (rev. 521/09) Print Date : 5/28/2013 5/28/2013 PP JL S1 <br />