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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />" <br /> <br />WOODWARD-CLYDE CONSULTANTS <br />CONSULTING ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS <br /> <br />HYDROMETER ANALYSIS <br /> <br />SIEVE ANALYSIS <br />1;fIAY <br />FINE COA"SE COIBLES <br />el.I'A" SQU""E OllENINGS <br />'Ie. 31. I YZ" ,. I" I" <br />o <br /> <br />25 HIl 7 Hit. <br />4' JlUN IS M1N <br />100 <br /> <br />SAND <br />FINE MEDIUM CO'"SE <br />TIME "lADINGS U. $. STAND'ItO SE" IES <br />ao WIN /I..tN 4 NIN I NIN 411.200 ~OO -50 "10 ....11 .. <br /> <br /><Po <br /> <br />CLAY (PLASTIC) TO SII.T{NON-IILASTIC) <br /> <br />.0 <br /> <br />Test Hole 12H / <br />Depth 9 feet ./ <br /> / <br /> /' <br /> / <br /> / <br /> ./ -- <br /> ./ SAND, very gravelly, slightly <br /> / silty (SP-SM) <br /> ./ . , <br /> ...- ,/ <br /> LL = Non-Plastic <br /> PI = Non-Plastic <br /> <br />20 <br /> <br />10 <br /> <br />10 <br /> <br />: 70 <br /> <br />" <br />30 ... <br />z <br />4\J : <br />... <br />50 Z <br />I- <br />60 = <br />u <br />70 : <br />.. <br /> <br />- <br />Oft <br />Oft 10 <br />c <br />.. <br /> <br />50 <br /> <br />I- <br />Z <br />... 40 <br />u <br />Z <br />~ '0 <br /> <br />20 <br /> <br />00 <br /> <br />10 <br /> <br />.0 <br /> <br />o <br />100 <br /> <br />100 <br />o <br /> <br />10 <br /> <br />Test Hole 13H / <br />Depth 14 feet / <br /> / <br /> 1/ <br /> / <br /> / SAND, very gravelly (5P) <br /> / I , I I I <br /> /fT LL = Non-Plastic <br /> .-'" PI .. Non-Plastic <br /> <br />.0 <br /> <br />10 <br /> <br />00 <br /> <br />20 <br /> <br />~ 10 <br /> <br />" <br />30 ... <br />Z <br />40 = <br />... <br />SOZ <br />I- <br />10 ~ <br />u <br />70 Z <br />... <br />.. <br /> <br />Oft <br />Oft 10 <br />4 <br />.. <br /> <br />50 <br /> <br />I- <br />Z <br />... 40 <br />u <br />Z <br />"' 30 <br />.. <br /> <br />20 <br /> <br />00 <br /> <br />'0 <br /> <br />o <br />100 <br /> <br />100 <br />o <br /> <br />Test Hole 14H / <br />Depth 4 feet / <br /> '" <br /> ./ <br /> V <br /> V <br /> [7 <br /> V SAND , very gravelly, slightly <br /> / silty (SP-SM) <br /> I , I . , <br /> ./ LL = Non-Plastic <br /> ---- PI = Non-Plastic <br /> <br />.0 <br /> <br />10 <br /> <br />10 <br /> <br />20 <br /> <br />: TO <br /> <br />" <br />30 "' <br />z <br /> <br />Oft <br />Oft 10 <br />4 <br />.. <br /> <br />- <br />40 : <br />... <br />50 Z <br />I- <br />10 ~ <br />u <br />70 : <br />.. <br /> <br />50 <br /> <br />I- <br />Z <br />... 40 <br />U <br />C <br />... 30 <br />.. <br /> <br />20 <br /> <br />00 <br /> <br />10 <br /> <br />.0 <br /> <br />o <br />.001 .002 <br /> <br />100 <br />.OO~ .00t .01' .0'57 .C74 .14' .2n .1.0 1.11 2.!I 4.n '.$2 1'.1 11.1 "'.2 IZ7 200 <br />DI....ETE" 0' p..."TleLE IN M'L.LIMETE,ItS <br /> <br />GRADATION <br /> <br />ANALYSIS <br /> <br />JOB NO. 22377-9048 <br /> <br />FIG. 7 <br />