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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 /> <br />...... <br /> <br />,( <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />..>~ ->, <br /> <br />,-- _. <br />~ <br /> <br /> A-'PpeNOI'i . A <br /> GRAIN SIZE DISTRIBUTION TEST REPORT <br /> ~ <br /> .", c ~ ;; <br /> ~ c C '- C "'''' 0 0 <br /> ~ - ~ ~ ~ 0 0 0 ::'; 0 <br /> , - ;;; '- "- ~ '" ~ '" '" <br /> 100 '" '" '" - -'" . . . . . . . <br /> ,.... ..... <br /> 90 .... <br /> - <br /> 80 <br />! 70 i\ <br /> a: \ <br /> w <br /> ;'.'i 60 <br /> LL " <br /> !z 50 <br /> w <br /> u , <br /> a: <br /> w 40 <br /> U. <br /> 30 <br /> , <br /> 20 <br /> , . . <br /> 10 <br /> 0 ~ <br /> 200 100 10.0 - 1.-0 ---..___. 0.1 0.01 /0.001 <br /> GRAIN SIZE"- mm <br /> % +3" % GRAVEL % SAND % SILT I % CLAY <br />. 0"0 2"7 44"2 53.1 <br /> , <br /> "L" " <br /> LL PI OS5 060 050 030 015 010 Cc Cu <br />. 30 10 0,,62 0" 11 <br /> . <br /> ,- <br /> MATERIAL DESCRIPTION USCS AASHTO <br />. SANDY LEAN CLAY (CLAY. SANDY. TRACE GRA VEL) CL <br />Pro j ect No 23067-TOOI Remarks: <br />Pro j ect: BEAVER RESERVOIR <br />. Location: WCC-2 @ 4"5-6.0 & 9.5-11.0' <br />Date: 1-2B-93 <br /> GRAIN SIZE DISTRISUTION TEST REPORT <br /> WOODWARD-CLYDE CONSULTANTS Figure No. <br />