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?J AGW MOISTURE-DENSITY RELATIONSHIP <br /> A.G. WASSENAAR, INC <br /> CLIENT Alexco Water and Environmental PROJECT NAME TR-28 North Waste <br /> PROJECT NUMBER 201007 PROJECT LOCATION <br /> TEST RESULTS <br /> Maximum Dry Density 144.3 PCF <br /> 140 Optimum Water Content 5.7 % <br /> Sample Location 2 <br /> 135 Sample Source On-site Fill <br /> AGW Description Gravel,very sandy, slightly silty <br /> Rock Correction <br /> USCS Classification POORLY GRADED GRAVEL <br /> 130 with SILT and SAND(GP-GM) <br /> AASHTO Classification —A-1-b(0) <br /> Test Method D1557C <br /> 125 1 1 1 N Gravel (%) 46 <br /> Sand (%) 42 <br /> Silt/Clay (%) 12 <br /> 120 Liquid Limit NV <br /> Plasticity Index GYP_ <br /> U) <br /> z <br /> 0 115 <br /> } <br /> 0 <br /> 110 <br /> 105 <br /> Curves of 100% <br /> Saturation for <br /> 100 Specific Gravity Equal to: <br /> w 2.80 <br /> 3 2.70 <br /> Z 95 <br /> 2.60 <br /> N <br /> lY <br /> n <br /> O <br /> O <br /> O <br /> N <br /> 90 <br /> w <br /> 85 <br /> F 0 5 10 15 20 25 30 35 <br /> WATER CONTENT,% <br /> FIGURE 2 PM: Tom Hastings <br />