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Vector Engineering Inc. <br />12438 Loma Ria, Grass Valley, CA, 530.272-2448 <br />LABORATORY SERVICES <br />MOISTURE/ DENSITY RELATIONSHIPS <br />TEST REPORT <br />ASTM D - 1557 <br />Project No.: Lab Log No.: <br />031602.00.02 2 <br />eonrr ra- <br />[in <br />Lab Sample Description Maximum Optimum Water <br />No. Identification Dry Density Content <br />pcf kg / m'' off® <br />® 2 FL#2 Evaluation Tan Brown sandy silt 104.3 1.67 21.6 <br />L:Vabexceltprojects11903103160212-cmp Test By. Enter By Ck. By <br />1 ben <br />ben <br />is <br />Module 1 Foothill Landfill <br />November 24 200. <br />130 <br />125 <br />120 <br />v 115 <br />Q <br />100 % Saturation <br />Curve <br />H <br />� 110 <br />O <br />O <br />105 <br />100--- <br />009590 <br />95---- <br />90 <br />10.0 <br />12.0 14.0 <br />16.0 18.0 20.0 22.0 <br />24.0 26.0 <br />28.0 30.0 <br />Water Content <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ <br />2 <br />0 <br />Percent Gravel <br />104.3 <br />21,6 <br />These results apply only to the above listed samples. The data and information are proprietary and can not be <br />released without authorization of Vector Engineering Inc. <br />[in <br />Lab Sample Description Maximum Optimum Water <br />No. Identification Dry Density Content <br />pcf kg / m'' off® <br />® 2 FL#2 Evaluation Tan Brown sandy silt 104.3 1.67 21.6 <br />L:Vabexceltprojects11903103160212-cmp Test By. Enter By Ck. By <br />1 ben <br />ben <br />is <br />L:Vabexceltprojects11903103160212-cmp Test By. Enter By Ck. By <br />1 ben <br />ben <br />is <br />