Laserfiche WebLink
Geo-Lo./is <br />ASSOCIATES <br />• Client: <br />Lab <br />Sample <br />Rep <br />Maximum <br />Project Name: <br />Forward <br />LF <br />Identification <br />130 <br />128 <br />Content <br />126 <br />124 <br />122 <br />% <br />120 <br />CB -0521- <br />r <br />Q 118 <br />Brown Sandy Lean Clay (CL) <br />119.5 <br />1914 <br />� 116 <br />N <br />Q 114-- <br />112 <br />110 <br />108-- <br />106 <br />104 <br />102 <br />100 <br />0 2 <br />1 <br />MOISTURE /DENSITY RELATIONSHIPS <br />Test Report <br />ASTM D - 1557 <br />2013.A055 <br />Report Date: <br />Mav 30, 2013 <br />4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I <br />Water Content, % <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />FCB -0521-S with 0.4 Percent +#4 Gravel, the maximum Dry Density = 119.6 12.5 <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 1 FORMS I GLA Forms 1 Reports 12013.A0551 FCB-0521-S5-cmp.xls Print Date: Eng <br />DCN: CMP-rp (rev. 521109) Print Date : 6/3/2013 6/3/2013 PP <br />JL FCB -0521-S5 <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />c <br />E <br />E <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />`" <br />pcf kg/m 3 <br />% <br />■ <br />CB -0521- <br />FCB -0521-S5 <br />Brown Sandy Lean Clay (CL) <br />119.5 <br />1914 <br />12.6 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />FCB -0521-S with 0.4 Percent +#4 Gravel, the maximum Dry Density = 119.6 12.5 <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 1 FORMS I GLA Forms 1 Reports 12013.A0551 FCB-0521-S5-cmp.xls Print Date: Eng <br />DCN: CMP-rp (rev. 521109) Print Date : 6/3/2013 6/3/2013 PP <br />JL FCB -0521-S5 <br />