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• <br />STRUCTURAL FILLS/SOILS NUCLEAR DENSITY TEST RESULTS <br /> <br /> <br />Tcst <br />Pond 14 Construction <br />Dcpth <br />or Max. <br />Dry <br />Density Opt. <br />Moismre <br />Content <br />Dry <br />Density <br />Moist. <br />Cont. <br /> <br />Com action <br />No. Location Elev. (pct) (°/a) (pcf) (%) Act.(%) Req. (°/) Proctor Number and Soil Description <br />12 Center of keyway, 20ft east of centerline on slope of dam 8 in 111.0 108.8 17.7 98.0 95.0 Passed <br /> <br />13 40(1 west of centerline of keyway. South end on slope of dam 8 in. 111.0 111.9 15.9 100.8 95.0 Passed <br /> <br />14 30ft east of centedine of keyway. North end on slope of dam 8 in. 111.0 112.3 15.2 101.2 95.0 Passed <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Proctor No. 1 Data <br />Maz. Dry Density (pct: <br />Opt. Dtoisture Contrnt(%): <br />Proctor No. 2 Data <br />Max. Dry Density (pcf): <br />Op[. Moisture Content(%): <br />Gauge Data <br />Gauge No.: 3440 S.S#022819 <br />Gauge Correction Factor:_ <br />Soil <br />Soil <br />Density Standard Count: 249G 0.3% pass <br />Moisture Standazd Counr. G02 0.2%pass <br />Project Name: Seneca Coal -Pond 14 Construction <br />Project Location: Hayden, Colorado <br />Project Number: 2470108 Technician: Matt Mathisen Date: 8, August 2001 <br />~~, <br />MONTGOMERY WATSON <br />Pontl 19 Nuclear LRnaM Tesb <br />