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<br /> <br />r~ <br />a <br />i <br />f <br />J~ <br />s <br />a <br />a, <br />0 <br /> <br />0 <br />S <br />a <br />r o <br />0 <br />u, <br />SIEVE ANALYSIS <br /> San d <br />bbie coarse floe coarse medium fine <br />' Clear Square Openings' U.S. Standard Series <br />V <br />Z <br />N <br />m <br />a <br />Z <br />W <br />U <br />C <br />w <br />d <br />V <br />z <br />h <br />a <br />a <br />H <br />Z <br />W <br />V <br />C <br />W <br />a <br />C7 <br />z <br />y <br />N <br />a <br />a <br />F <br />z <br />W <br />U <br />C <br />W <br />a <br />00 8 5- 3" 1 / ' 3 /4' / ' r4 • 8 »1 6 •3 0 + 0 r1 0 r2 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br /> <br />20 <br />!0 <br />0 <br />00 <br />90 <br />BO <br /> ~ <br />70 i <br />60 <br />50 <br />40 <br />30 <br />zo <br />t0 <br />0 <br /> <br />00 <br />90 <br />80 <br /> <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />200 1 27 76.2 38.1 19 .1 9.52 4. 76 2.3 8 l.] 9 .2 97 .14 9 .07 <br />Grain Size in Millimeters <br />MECHANICAL ANALYSIS CHART <br />FO X Consulting Engineers and Geologists <br />00 <br />Sample of FILL, Silt <br />from test hole 4 <br />at depth 49'' feet. <br />Atterberg Ilm it s: NOn-Pld5 t1C <br />Liquid Limits <br />Pla stic itY Index - - <br />Classificatlon: Unif led ML <br />AASHTO A-4 <br />Croup Index 5 <br />Sample of CLAY <br />from test hole 4 <br />at depth 64 ~ (eet. <br />Atterberg Limits: <br />Liq uld Limits 2~ <br />Pla stfe lty Index 9 <br />Classi(ic atio n: Unified CL <br />AASHTO A-4 <br />Group lndex ~ <br />Sample of FILL, C]ay <br />from test hole 5 <br />at depth 9 feet. <br />Atterberg Limits: <br />Liquid Lim lta 24 <br />Plastic ltY Index ~ ]] <br />Claself lc atlo n: Unified CL <br />AASHTO A-6 <br />Group Index <br />lob No: 1-2662-10060 <br />Date: 6/25/81 <br />Figure p-4 <br />