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Geo-LogiC <br />ASSOCIATE <br />MOISTURE/ DENSITY RELATIONSHIPS <br />Test Report <br />ASTM D - 1557 <br />2013.A <br />Project Name: Report Date: <br />Forward LF WMU FU -13 _ May 22, 2013 <br />140 <br />138 <br />136 <br />134 <br />132 <br />130 <br />128 <br />126 <br />124 <br />i <br />Q 122 <br />120 <br />118 <br />116 <br />114 <br />112 <br />110 <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 />Corrected Values For Oversized Particles, per ASTM D-4718 <br />3519F with 0 Percent +#4 Gravel, the maximum Dry Density = 119.9 12.8 <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 inclusity practice as well as the test metPod listed.ese resu s appy onlytothesamples <br />supplied and tested for the above referenced job. <br />Llabexcel l FORMS I GLA Forms I Reports 12013.A05513519F-cmp.xls Print Date: Entered By: Reviewed By: LSN: <br />DCN: CMP-rp (rev. 5/21/09) Print Date: 8/202013 8/20/2013 JL 0 3519E <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />E <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />pcf kg t m3 <br />% <br />■ <br />3519F <br />FLCB-0516-S6 <br />Brown Sandy Lean Clay (CL) <br />119.9 <br />1921 <br />12.8 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />3519F with 0 Percent +#4 Gravel, the maximum Dry Density = 119.9 12.8 <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 inclusity practice as well as the test metPod listed.ese resu s appy onlytothesamples <br />supplied and tested for the above referenced job. <br />Llabexcel l FORMS I GLA Forms I Reports 12013.A05513519F-cmp.xls Print Date: Entered By: Reviewed By: LSN: <br />DCN: CMP-rp (rev. 5/21/09) Print Date: 8/202013 8/20/2013 JL 0 3519E <br />