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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~ <br />u 110 <br />a. <br />>, <br />~ <br />!II 100 <br />c <br />'" <br />'0 <br />>, <br />L <br />0 <br /> 90 <br /> <br />COMPACTION TEST REPORT <br /> <br />Project No.: 23407-9 <br />Project: VOUGA DAM <br />location: TP-6 @ 6' <br /> <br />Date: 3-7-95 <br /> <br />ElevjDepth: <br />Remarks: <br /> <br />MATERIAL DESCRIPTION <br /> <br />Description: lEAN CLAY <br />Clossificotions: USCS: Cl <br /> <br />AASHTO: <br />Sp.G. = 2.65 <br />Plasticity Index = 23 <br />%< No. 200 = S5% <br />TEST RESULTS <br />Maximum dry density = 104.S pcf <br />Optimum moisture = 19.0 % <br /> <br />Not. Moist. = % <br /> <br />liquid limit = 44 <br />%> No. 4 = 4% <br /> <br />140 <br /> <br />"'- I\,. <br /> " <br /> I\,. " <br /> " <br /> '" " <br /> '\. "Standard" Proctor <br /> " '\. ASTM D 69S <br /> '\. <br /> "- Method A <br /> " <br /> ~ ..... <br /> 1\-" '\. <br /> "- " <br /> , "- f',. <br /> '" "- <br /> "'- <br /> "- "'- <br /> r-... <br /> "- f',. <br /> '" " .... <br /> "- ~ <br /> " ..... " <br /> " .... <br /> ..... 10... ...... <br /> ...... ..... <br /> " "- ..... <br /> ...... ..... <br /> <br />130 <br /> <br />120 <br /> <br />ZAV for <br /> <br />Sp.G.= <br />2.S <br />2.7 <br />2.6 <br /> <br />so <br /> <br />70 <br /> <br />o <br /> <br />5 <br /> <br />10 <br /> <br />20 <br /> <br />15 <br /> <br />25 <br /> <br />30 <br /> <br />35 <br /> <br />Water content, % <br /> <br />Figure No. <br /> <br />WOODWARD-CLYDE CONSULTANTS <br />