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<br /> <br />STRUCTURAL FILLS/SOILS NUCLEAR DENSITY TEST RESULTS <br /> <br /> <br />Test <br />Pond 14 Construction <br />Dcpth <br />or Max. <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. (pcE) (%) (pcE) (%) Ac[. (°/) Req. (%) Proctor Number and Soil Description <br />1 South end of keyway, right in the middle, 2ft. Below virgin ground level Bin 111.0 97.4 22.8 87.8 95.0 Test Failetl. Seneca to remove clay and <br /> start again with dryer clay <br />2 Center of keyway , 2ft. Below virgin grountl level BIn. 111.0 102.1 18.7 91.9 95.0 Test Failetl -Same note as above <br /> <br />3 North end of keyway, in the middle, 1 fl. below virgin ground level 8 in. 111.0 99.9 21.7 90.0 95.0 Test Failed -Same note as above <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Proctor No. 1 Data <br />Max. Dry Density (pcf): <br />Opt. Moismre Content(%): <br />Proctor No. 2 Data <br />Max. Dry Density (pcf): <br />Opt. Moisture Coment(%): <br />Gauge Data <br />Gauge No.: }440 S.S#022619 <br />Gauge Correction Factor: <br />Soil <br />Soil <br />Density Standard Count: 2492 Pass <br />Moisture Standazd Count: G01 Pass <br />Project Name: Seneca Coal -Pond 14 Construction <br />Project Location: Ha den, Colorado <br />Project Number: 24)0108 Technician: Matt Mathisen Date: 30 July-2001 <br />~**! j MONTGOMERY WATSON <br />Pond f~ Nuclear Densely Tesls <br />