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• <br />STRUCTURAL FILLS/SOILS NUCLEAR DENSITY TEST RESULTS <br /> <br /> <br />Test <br />Pond 14 Construston <br />Depth <br />or Max. <br />Dry <br />Density Opt. <br />Moisture <br />Content <br />Dry <br />Density <br />Moist. <br />Con[. <br /> <br />Com action <br />No. [.ovation Elev. (pcf) (%) (pcf) (%) Act. (%) Req. (%) Proctor Number and Soil Descri [ion <br />9 North end of keyway, 20ft east of centedine of keyway Bin 111.0 108.6 16.9 97.9 95.0 Passed <br /> <br />10 Middle of keyway, 10ft east of centerline of keyway Bin. 117.0 108.5 17.5 97.7 95.0 Passed <br /> <br />11 Soulh end of keyway, 25tt west of centerline of keyway 8 In. 111.0 106.8 14.6 96.3 95.0 Passed <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Proctor No. 1 Data <br />Max. Dry Density (pcf): <br />Opt. Moismm Content(°/): <br />Proctor No. 2 Data <br />Max. Dry Density (pcf): <br />Opt. Moismre Content(°/a): <br />Gauge Data <br />Gauge No.: 3440 S.S#022819 <br />Gauge Correction Factor: <br />Soil <br />Soil <br />Density Standard Count: 2497 0.3% pass <br />Moisture Standard Count: 601 0.2°/a pass <br />Project Name: Sencca Coal -Pond 14 Construction <br />jProject Location: Hayden, Colorado <br />Project Number: 2470108 Technician: Matt Mathisrn Date: 3, August 2001 <br />D <br />MONTGOMERY WATSON <br />Pond fa Nuclear Densely Testz <br />