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<br /> <br />STRUCTURAL FILLS/SOILS NUCLEAR DENSITY TEST RESULTS <br /> <br /> <br />Test <br />Pond 14 Construction <br />Depth <br />or h1ax. <br />Dry <br />Density Opt. <br />Moisture <br />Content <br />Dry <br />Density <br />Moist. <br />Cont. <br /> <br />Com action <br />No. Location Elev. (pcf) (%) (pcf) (%) Act.(%) Req. (°/a) Proctor Number and Soil Description <br />15 Wesl Slope of Dam. North End, 33k West of C/L of Keyway 8 in 111.0 107.8 18.6 97.1 95.0 Passed <br /> <br />16 Center of Keyway. Easl Side, 20k East of C/L of Keyway 8 in. 111.0 105.7 19 95.3 95.0 Passed <br /> <br />17 Soulh End of Keyway. West Slope Bk West of C/L of Keyway Bin. 111.0 105.9 18.4 95.4 95.0 Passed <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Gauge No.: 3440 S.Stl022819 Density Standard Count: 2505 0.4% Pass <br />Gauge Correction Factor: Moisture Standard Count: G00 0.0% Pass <br />Proctor No. 1 Data <br />Max. Dry Density (pcf): Soil <br />Opt. Moisture Content(%): <br />Proctor No. 2 Data <br />Max. Dry Density (pcE): Soil <br />Opt. Moisture Content(%): <br />Gauge Data <br />Project Name: Seneca Coal • Pond 14 Construction <br />Project Location: Ha den, Colorado MONTGOMERY WATSON <br />Project Number: 2470108 Technician: Matt Mathisen Date: 10, August 2001 <br />Pontl 1d Nuclear lbnsdy Tasts <br />