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MOISTURE/ DENSITY RELATIONSHIPS <br />Geo -Logic Test Report <br />A S S G I A T E S ASTM D- 1557 <br />2013.A055 <br />Project Name: Report Date.' <br />FnnAiarri I F WMI I FI I-1.4 lune 24 2n13 <br />130 <br />128 <br />126 <br />124 <br />122 <br />120 <br />110 <br />108 <br />106 <br />104 <br />102 <br />100 <br />0 <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 />a <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m3 <br />% <br />■ <br />3537G <br />FCP-061813-S1 <br />Brown Sandy Clay <br />111.9 <br />1793 <br />14.3 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />3537G with 0 Percent +#4 Gravel, the maximum Dry Density = 111.9 14.3 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />is testing is based upon aCCepted acceptedIndustry practice as well as me test method is e . 1hese resultsapplyonlyto the camp <br />supplied and tested for the above referenced job <br />L:Labexcel I FORMS 1 GIA Forms 1 Reports 12013.A055 13537G-cmp.xls Print Date: Entered By: Reviewed By: LSN. <br />DCN: CMP-rp (rev. 5121709) Print Date: 612512013 612512013 JL 0 3537G <br />