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1 <br />1 <br />1 <br />1 <br />1 <br /> HYDROMETER ANALYSIS SIEVE ANAlY515 <br /> ~35MIN BOMIN. 19MIN MIN 1MIN 1200 N100 t60 Nab t1~iM SR" 3IP 14(1' 3' S" B" <br />100 <br /> __ ____ __ __ ___ __ _ __ ___ __ __ __ ___ __ ___ __ ___ __ ________ <br /> <br />W __ ____ __ __ ___ __ _ __ ___ __ __ __ ___ __ ___ __ __ __ ________ <br /> __ ____ __ __ ___ __ _ _ ___ ___ __ __ ___ __ ___ __ __ __ ________ <br /> <br />BO __ ____ __ __ ___ __ _ __ ___ __ __ __ ___ __ ___ __ ___ __ ________ <br /> <br />70 __ __ <br />__ <br />,U __ _ __ _ __ __ ___ _ __ ___ _ __ ___ __ __ _ _ _ _ <br />___ <br /> <br />__ <br />____ __ <br />__ __ <br />__ ___ <br />___ __ <br />___ _ __ ___ <br />_ ___ __ __ ___ __ <br />~ _ ___ _. <br />N _ __ __ __ _ _ _ _ _ _ <br />_ __ __ _ __ _ __ _ ___ __ <br />a ~ <br /> -- - - - -- -- - -- - -- -- - --- --- - - --- <br /> -- -- --- -- - '- --- --- -- - -- -- - - <br />I <br />--------7~ <br /> <br />-- <br />---- <br />-- <br />-- <br />--- <br />-- <br />-- <br />- <br />- <br />- <br />--- <br />-- <br />--- <br />-- <br />--- <br />- -~ <br />- <br />-- <br />v .o - -- -- - - _~ <br />I <br />T <br /> <br />w <br />__ <br />____ <br />___ <br />__ <br />___ <br />___ <br />_ <br />__ <br />___ <br />_/_- <br />__ <br />__ --- <br />___ -- <br />__ -- <br />___ -- <br />__ - <br />__ <br />i - --- --- <br />_.___ __ _ <br />a 30 <br /> <br />i0 ~ - - - - -- --- -- - - - -- - - --- - --- - -- - '---- -- <br /> <br />to <br /> <br />' _ _ _ - <br />0 -- ~_- <br />1 <br />OOi <br />ODS <br />O1B 0]7 07~ .1d9 i9] 69 119 i3B A76 952 1B1 36.1 76.i 127200 -~ <br />DIAMETER OF PARTICLE IN MILLIMETERS <br /> SAND GRAVEL <br />CLAY (PLASTIC) TO SILT (NON-PUSTIC) COBBLES <br /> IiME uEONY COM SE fiMF CW.V EE <br /> <br />GRAVEL: 4O % SAND'. 49 °!e $1LT AND CLAY: 11 <br />LIDUID LIMIT: PLASTICITY INDEX: nJp <br />SAMPLE OF : Sllty GfaVelly Sand FROM : T8111n9S Pond, SE <br />embankment expansion <br />1298 187 I GEO~ECRHNICAL~NC. I GRADATION AINALYSIS I FIG. 2 I <br />