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~~ <br />0 <br />a+ <br />\~ <br />r <br />e <br />r <br />Y <br />0 <br />r <br />l <br />.~ <br />6 <br />d <br />0 <br />O <br />Z <br />y <br />ur <br />a <br />F <br />Z <br />W <br />v <br />z <br />W <br />a <br />O <br />z <br />H <br />y <br />a <br />a <br />r <br />z <br />W <br />U <br />C <br />W <br />a <br />L7 <br />Z <br />H <br />rn <br />a <br />a <br />N <br />Z <br />W <br />U <br />s <br />W <br />a <br />1 <br />1 <br />I <br />SIEVE ANALYSIS <br /> S a n d <br />bble coarse line coarse medium fine <br />t Clear Squsre O penin ge' U.S. Ste ndsrd Series <br />00 8' S" 3' 11 / " 3 /4" /if' +4 • 8 • l 6 +3 0 • 0 + 0 +2 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />0 <br />3 <br />20 <br />10 <br />0 <br />00 <br />90 <br />80 <br />7 <br />0 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br /> <br />tlo <br />90 <br />SO <br />0 <br />7 <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 1.1 9 2 97 .14 9 .07 <br />00 <br />Sample of FILL, Clay, fine Sand <br />from test hole 1 <br />at depth 14 feet. <br />A tterber9 Ilm its: i <br />Liquid Limits Z~ '. <br />Pie stic ity Index 14 <br />Cta seification: Unified CL-SC <br />AASHTO A'6 <br />Group index 5 <br />sample of FILL, Clay <br />tram test hole 1 <br />at depth 4 feet. <br />A tterber9 Limits: <br />Liquid Limits 26 <br />Pia silt ity Index 1~ <br />Classificatlo n: Unified CL <br />AASHTO A-4 <br />Group Index ~ <br />Sample of -FILL. Clay. Sand <br />from test hole 2 <br />st depth 14 feet. <br />A tterber9 Limits: <br />Llq uid Limits 34 <br />Pla etle lty Index 19 <br />Claselficatlo n: Unified CL-$C <br />AASHTO A-6 <br />Group Index 6 <br />Grain Slze in Millimeters <br />a <br />~ o <br />I~ <br />0 <br />W <br />MECHANICAL ANALYSIS CHART <br />FOX Consulting Engineers and Geologists <br />Job No: 1-2662-10060 <br />Date: 6/25/81 <br />Figure - A-1 <br />