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• <br />• <br />• <br />MOISTURE-DENSITY RELATIONSHIP TEST <br />103 <br /> <br /> <br /> <br />101 <br /> <br /> <br /> <br /> <br />99 <br />w <br />U <br />a <br /> <br />.N <br />C <br />.D <br />0 <br />97 <br /> <br /> <br /> <br /> <br />95 <br />ZAV for <br /> Sp.G. _ <br />2.65 <br /> <br /> <br />93 <br />16 18 20 22 24 26 28 <br />Water content, % <br />Test specification: AASHTO T 99 Method A Standard <br />Elev/ Classification Nat. % > % < <br />Depth USCS AASHTO Moist. Sp.G. LL PI No.4 No.200 <br /> CL A-6(4) 10.4 2.65 36 13 6 50 <br />TEST RESULTS MATERIAL DESCRIPTION <br />Maximum dry density = 100.7 pcf <br />Optimum moisture = 21.4 % CLAY, Sandy <br />Project No. 08-06OGJ Client: Energy Fuels Resources <br />Project: Sedimentation Pond Embankment at Whirlwind Mine <br />Date: 9/28/08 <br />• Location: 10 miles west of Gateway, Colorado (almost to Utah State line) Remarks: <br />On-site Material <br />MOISTURE-DENSITY RELATIONSHIP TEST <br />KOECHLEIN CONSULTING ENGINEERS <br />Curve 1