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<br />I <br /> <br />WOODWARD-CLYDE CONSULTANTS <br />CONSULTING ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS <br /> <br />I <br /> <br />HYDROMETER ANALYSIS <br /> <br />'I <br /> <br />CLAY (PLASTIC) TO $ILT (NON. l'LASTIC) <br /> <br />SAND <br />'THE IUDIUM COAIUE <br />TIMe: READINGS U.S.STANDARD SfRIES <br />60 MIN. I' MIN. 4 MIN. IW'N. ~o ~oo -SO -:m #" .... <br /> <br />SIEVE ANALYSIS <br />... <br />lIHE COARSE COIBLES <br />CLEAN SQuaRI OPENINGS <br />-4 I"" 1/4" I Vz'" :s" 5" I" <br />o <br /> <br />25 HR. 7 HR. <br />4e MIN. I!S MIH. <br />100 <br /> <br />I <br /> <br />to <br /> <br />Test Hole llH /" <br />Depth 9 feet ,/ <br /> V <br /> '" <br /> / / <br /> ./ , <br /> / <br /> I' <br /> SAND, very gravelly, silty (SM) <br /> V I I I I I <br /> '" LL Non-Plastic <br /> = <br /> PI = Non-Plastic <br /> I <br /> <br />10 <br /> <br />10 <br /> <br />20 <br /> <br />- <br />.. <br />.. 00 <br />c <br />.. <br /> <br />50 <br /> <br />Cl <br />.0 "' <br />Z <br />40 : <br />"' <br />50 .. <br />.. <br />60 = <br />.. <br />70 : <br />.. <br /> <br />I <br /> <br />: 70 <br /> <br />I <br /> <br />.. <br />z <br />"' 40 <br />.. <br />.. <br />~ 3D <br /> <br />I <br /> <br />20 <br /> <br />00 <br /> <br />10 <br /> <br />00 <br /> <br />I <br /> <br />I <br /> <br />10 <br /> <br />Test Hole llH I <br />Depth 39 feet <br /> SILT (ML) <br /> LL= 37- <br /> PI = 10 <br /> <br />00 <br />o <br /> <br />o <br />100 <br /> <br />00 <br /> <br />o <br /> <br />I <br /> <br />10 <br /> <br />20 <br /> <br />50 <br /> <br />Cl <br />'0 "' <br />z <br />40 c <br />.. <br />"' <br />50" <br />.. <br />10 ~ <br />.. <br />TO .. <br />"' <br />.. <br /> <br />: 70 <br /> <br />I <br /> <br />.. <br />.. 00 <br />c <br />.. <br /> <br />I <br /> <br />.. <br />z <br />"' 40 <br />.. <br />.. <br />.. .0 <br />.. <br /> <br />20 <br /> <br />00 <br /> <br />00 <br /> <br />;1 <br /> <br />o <br />100 <br /> <br />I <br /> <br />10 <br /> <br /> .../ .....- <br />Test Hole llH <br />Depth 44 feet / <br /> / <br /> / <br /> / <br /> ;' <br /> / <br /> / SAND, slightly gravelly, slightly <br /> / silty (SP-SN) <br /> I , , , . , <br /> / <br /> '" LL = Non-Plastic <br /> / PI = Non-Plastic <br /> <br />100 <br />o <br /> <br />10 <br /> <br />10 <br /> <br />10 <br /> <br />20 <br /> <br />I <br /> <br />50 <br /> <br />Cl <br />.0 .. <br />Z <br />40 ~ <br />"' <br />50 .. <br />.. <br />10 : <br />.. <br />TO .. <br />"' <br />.. <br /> <br />: 70 <br /> <br />I <br /> <br />.. <br />.. 00 <br />c <br />.. <br /> <br />I <br /> <br />.. <br />z <br />"' 40 <br />.. <br />z <br />"' .0 <br />.. <br /> <br />20 <br /> <br />00 <br /> <br />10 <br /> <br />o <br />,001 .002 <br /> <br />100 <br />,005 .001 .01' .057 .074 .14' .211 .5eo 1.1, z,se 4.1t '.e2 1t.1 sa. I 71.2 121 lOD <br />DI"METER 0' ,,,"T,eLE IN MILLIMET[lU <br /> <br />'I <br />, <br />! <br /> <br />GRADATION <br /> <br />ANALYSIS <br /> <br />I <br /> <br />JOB NO. 22377-9048 <br /> <br />FiG. 6 <br />