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A1/ Y • .6 i Ei 0. <br />CONSULTANTS <br />Client: Advanced Geo Environmental File No: misc <br />Project: Certified Grocers Report No: 1869 <br />Tank Removal <br />Stockton, California <br />Technician: D. Mullins Date: 09-26-97 <br />Subject: Laboratory Moisture Density Relationship <br />(Proctor Curve) <br />Sample no.: 1 <br />Location Secured: stockpile from excavation <br />Visual Description: brown sitly sand <br />Method: ASTM 1557 <br />RESULTS <br />Maximum Dry Density (pcf): 125.6 <br />Optimum Moisture Content (%): 11.6 <br />CURVE POINTS <br />#1 #2_ <br />Dry Density (pcf): 123.4 125.6 122.2 <br />Moisture Content 9.5 11.6 13.4 <br />Respectfully submitted, <br />Arrowhead Consultants, Inc. <br />Reviewed by, <br />1581 CUMMINS DR #143 BOX 5 MODESTO, CA 95358 • (209) 574-0851 <br />