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MOISTURE /DENSITY RELATIONSHIPS <br />Geo -Log iC Test Report <br />A S S 0 C I A T E S <br />ASTM D-1557 <br />Project Name: <br />140 <br />138 <br />136 <br />134 <br />132 <br />130 <br />Q 128 <br />n 126 <br />124 <br />i <br />Q 122 <br />120 <br />118 <br />116 <br />114 <br />112 <br />110 <br />0 <br />2013. <br />1 <br />Report Date: IRMW <br />Ma v 22, 2013 <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 />i 3519D with 0 Percent +#4 Gravel, the maximum Dry Density = 123.2 11.0 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />MIS testing is oasea upon accepted industry practice as well as Me test method Ise ese results app y on y to the same es <br />supplied and tested for the above reterenced job. <br />L:Labexcel I FORMS 1 GLA Forms 1 Reports 12013.A0551 3519D-cmp.xls Print Date: Entered By: Reviewed By: LSN. <br />DCN: CMP-rp (rev. 5/21/09) Print Date: 8120/2013 8/20/2013 JL JL 3519D <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />c <br />� <br />E <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />pcf kg t m3 <br />% <br />■ <br />3519D <br />FLCB-0516-S4 <br />Brown Sandy Lean Clay (CL) <br />123.2 <br />1974 <br />11.0 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />i 3519D with 0 Percent +#4 Gravel, the maximum Dry Density = 123.2 11.0 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />MIS testing is oasea upon accepted industry practice as well as Me test method Ise ese results app y on y to the same es <br />supplied and tested for the above reterenced job. <br />L:Labexcel I FORMS 1 GLA Forms 1 Reports 12013.A0551 3519D-cmp.xls Print Date: Entered By: Reviewed By: LSN. <br />DCN: CMP-rp (rev. 5/21/09) Print Date: 8120/2013 8/20/2013 JL JL 3519D <br />