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~i <br /> <br /> HYDROMETER ANALYSIS $IEVE ANALYSIS <br />15 HR 7 HR TIME READINGS U 5 $iANDARD SERIES CLEAR SQUARE OPENINGS <br />eS MM RMW. DD MIN 19 MIN eMIN +Mw '200 '+00 'SO •a0']0 '+e '+0'B 'P J/B- La" +»" J' S"6" B" <br />+00 0 <br />v0 10 <br />BO - 20 <br />10 - JO <br />O <br />? DO <br />.. <br />. .. O <br /> a0 z <br />n < <br />Z SO - . ... _ :A c <br /> <br />u 40 _. ..._.-... !A <br />~ <br />JO 70 <br />10 .. .. 80 <br />+0 v0 <br />0 100 <br />00+ 002 005 009 010 OJ] OIe rev ?91 590 +'0 101 J9 ~ l0 951 'v ~ Jot 161 121 200 <br /> 0 e1 +52 <br /> DIAMETER OF PPRiICLE iN MRUMEi '.R$ <br /> CUV (pLASTI <br />TO SI <br />T <br />NON P <br />STIC SAND GRAVEL <br /> ( <br />Q <br />L <br />LA <br />I cINE MEDIUM COARSE HNE COARSE COBBLES <br />Sample of SANDSTONE, CLAYEY GRAVEL ~1 % SAND 65 , <br />FfOfTT TH-6 AT 9 FEET SILT&CLAV 35 °o U9UIDLIMR=% <br />PLASTICfiY INDEX - % <br /> <br /> HYDROMETER ANALYSIS $IEVE ANALYSIS <br />25 HR. 1 HR TIME READINGS U 5 STANDARD SERIES CLEAR SQUARE C%:NINGS <br />eS MW tS MW. EO MIN. I9 MW. AMW. +MIN. '200 '100 'S0'e070 "0 ' +0'B 'e J/B" 7e' _ 5'S' B" <br />100 0 <br />v0 10 <br />BO 20 <br />]L JO <br />O o <br />? 00 e0 Z <br />a <br />n = <br />r <br />i 50 50 _ <br /> z <br />u a0 00 <br />JC 10 <br />zo Bo <br />,o ao <br />c +ao <br />aa+ Doz oos oov D+v Dn c1a •nv z91 svo • •v z a 1 JJ a ]a ~ sz +9 , ,. , rc 2 +z1 100 <br /> o a1 151 <br /> CIAMEfER OE PPRTICIE ~~: MILLIMETE RS <br /> CIAV P <br />ASi1C <br />T <br />P <br />4 <br />f <br />S <br />T <br />C SAND .:RAVEL <br /> T <br />L, <br />5 <br />l <br />IL <br />!NON~ <br />I <br />, <br />I <br />O °WF vFDWM COARSE "F CCAG~E COBBLES <br />SafnpleOf CLAY. SANDY (CL) GRAVEL 3 % SAND 41 „ <br />From TH-7A AT 13 1/2 FEET SILT&CLAV 56 .; 119UID LIMIT 29 % <br />PLASTICITY INDEX P 13 % <br />Gradation <br />JOB NO. 16,516 Test Results FIG. B-S <br />