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Vector Engineering Inc. <br />12438 Loma Rica, Grass Valley, C4, 530.272-2448 <br />LABORATORY SERV/CES <br />1 Foothill Landfill <br />130 <br />125 <br />120 <br />105 <br />100 <br />95 <br />MOISTURE/ DENSITY RELATIONSHIPS <br />TEST REPORT <br />ASTM D - 1557 <br />PYged No.: Lab Log No.: <br />031602.00.02 1 <br />e are: <br />100 % Saturation Curve <br />90 <br />10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 <br />Water Content, <br />-a <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />yNo. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m' <br />% <br />■ <br />1 <br />FL#1 Evaluation <br />Tan Brown sandy silt <br />104.4 1.67 <br />19 <br />Corrected Values For Oversized Particles, per ASTM -D-4718 <br />■ 1 0 Percent Gravel 104.4 19.0 <br />L:VabexceAorojectsll903lO3l6O211-cmp <br />-cmp (rev. WSW) <br />rmation are proprietaryand can not be relea. <br />Enter By: <br />ben ben <br />Ck. <br />