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75 <br />130 <br />80 <br />85 <br />90 <br />95 <br />100 <br />105 <br />110 <br />115 <br />125 <br />135 <br />25 <br />120 <br />123.5 <br />MOISTURE-DENSITY RELATIONSHIP <br />TEST RESULTS <br />Test Method <br />DR <br />Y <br /> <br />D <br />E <br />N <br />S <br />I <br />T <br />Y <br />, <br /> <br />p <br />c <br />f <br />WATER CONTENT, % <br />ATTERBERG LIMITS <br />15 <br />2.80 <br />2.70 <br />2.60 <br />PL <br />12.0 <br />Source of Material <br />Description of Material <br />Telephone: <br />Fax: <br />Project Number: 24-8009 <br />Project Name: Victoria Drive, Santa Ana <br />US <br /> <br />C <br />O <br />M <br />P <br />A <br />C <br />T <br />I <br />O <br />N <br /> <br /> <br />2 <br />4 <br />- <br />8 <br />0 <br />0 <br />9 <br /> <br />V <br />I <br />C <br />T <br />O <br />R <br />I <br />A <br /> <br />D <br />R <br />I <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />. <br />G <br />P <br />J <br /> <br /> <br />T <br />G <br />R <br /> <br />G <br />E <br />O <br />T <br />E <br />C <br />H <br />. <br />G <br />D <br />T <br /> <br /> <br />1 <br />0 <br />/ <br />2 <br />1 <br />/ <br />2 <br />4 <br />Curves of 100% Saturation <br />for Specific Gravity Equal to: <br />ASTM D1557 Method A <br />0 5 10 20 <br />B-2 0-5 feet <br />30 35 40 45 <br />Yellow Brown Sandy Silt <br />PI <br />Optimum Water Content <br />Maximum Dry Density PCF <br />% <br />LL <br />2039 N Victoria Drive <br />#24/28/2025