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I <br /> TABLE 1 <br /># PERMEABILITY TEST REPORT <br /> Client Name: American Geological Services Project No. 99-188 <br /> Project Name:Te Velde Test Type: ASTM D5084 <br /> Source: Date: 5-26-99 <br /> Sample Identification: TV1 @ TV2 @ TV3 @ <br /> 35.0' 50.0' 30.0' <br /> Initial: <br /> Moisture Content(%): 29.8 21.4 17.9 - <br /> Dry Density(pcf): 92.5 105.9 110.9 <br /> Saturation {%): 97.0 96.3 91.5 <br /> I Porosity: 0.4552 0.3766 0.3469 <br /> I <br /> i <br /> Final: <br /> Moisture Content(%I: 31.5 26.1 20.2 <br /> Dry Density(pcf): 91.3 99.3 109.5 <br /> Saturation (%)": 99.7 99.9 99.8 <br /> Porosity: 0.4622 0.4132 0.3552 <br /> Test Results: <br /> "B" Parameter: 0.99 0.98 0.96 <br /> ` Hydraulic Conductivity(cm/sec): 4.2E-6 9.9E-8 1.2E-6 <br /> Effective Consolidation Pressure <br /> fpsi) 2 2 2 <br /> Average Gradient: 1.5-7.1 3.9-6.4 0.5-6.7 <br /> Specific gravity was adjusted to yield values of after-test saturation at or near 100%. <br /> i . <br /> 12,J <br /> t <br /> 3 <br /> t <br /> I <br /> f <br /> 'r <br /> s . <br /> a <br /> s <br /> a <br /> Sec V, E <br />