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<br /> <br />a <br />a, <br />;~ <br />e <br />r <br />i <br />S <br />c7 <br />z <br />rn <br />N <br />a <br />a <br />r <br />Z <br />W <br />U <br />5 <br />W <br />a <br />t') <br />z <br />y <br />u! <br />t. <br />z <br />W <br />V <br />tr <br />a <br />C7 <br />z <br />N <br />H <br />6 <br />a <br />r <br />Z <br />W <br />V <br />W <br />d <br /> <br />1 <br />SIEVE ANALYSIS <br /> S a n d <br />bbie coarse floe coarse medium floe <br />'Clear Squsre Vpenln ga' U.S. Standard Sertes <br />~ 8- 3- 1 ' 3 /4- 8- aq • 8 +l 6 +3 0 r +3 0 a21 <br />90 <br />80 <br />70 <br />60 <br />so <br />40 <br />30 <br />20 <br />10 <br />0 <br />00 <br />90 <br />80 <br />0 <br />7 <br />ti0 <br />50 <br />ao <br />30 <br />20 <br />10 <br />0 <br /> <br />0 <br />90 <br />80 <br /> <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />200 12 7 76.2 38,1 19 .1 9.52 4, 76 2.3 8 1.19 . .2 97 .14 9 .07~ <br />i0 <br />Sample of FILL Clay <br />from teat hole 2 <br />at depth 19 feet. <br />A tterberg Iim its: <br />Liquid Lim its 28 <br />Pla atic ity Index 11 <br />Claesitication: Unified CL <br />AASHTO p-6 <br />Group Index 9 <br />Sample of FILL Cldy <br />from test hole 3 <br />at depth 9 (eet. <br />A tte rb erg Limits: <br />Liquid Llm its 32 <br />Pta ctic lty Index 18 <br />Clasaltisatlon: Unified CL <br />AASHTO A-6 <br />Group Index 9 <br />Semple of FILL Cldy, Sand <br />from test hole 3 <br />at depth 34 feet. <br />A tt erbere Lim It s: <br />Liquid limits 31 <br />Plasticity Index 1~ <br />Cla asific stio n: Unified CL-$C <br />AASHTO A-6 <br />Group lndez ~ <br />Grain Size in Millimeters <br />a <br />~ o <br />`o <br />MECHANICAL ANALYSIS CHART <br />f0 X Consulting Engineers and Geologists <br />bb No: 1-2662-10060 <br />Date: 6/25/81 <br />Figure A-2 <br />