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<br /> <br /> <br />e <br />9 <br />0 <br />i <br />0 <br />S <br />a <br />a <br />Z <br />~ o <br />..~ <br />`o <br />LL <br />SIEVE ANALYSIS <br /> San d <br />bble coarse floe coarse medium floe <br />'Clear Square Openings' U.S. Standard Mertes <br />(7 <br />Z <br />H <br />y <br />Q <br />a <br />H <br />Z <br />W <br />U <br />tt <br />W <br />a <br />Z <br />H <br />y <br />a <br />a <br />F <br />Z <br />W <br />U <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 />V <br />C <br />W <br />rL <br />~ 8- 3' 1 1 / " 3/4" / " +4 + 8 +16 +3 0 + 0 +1 0 +21 <br />90 <br />80 <br />70 <br />60 <br />50 <br /> <br />40 <br />30 <br /> <br />20 <br />10 <br />0 <br />00 <br />90 <br />80 <br />0 <br />7 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />00 <br />90 <br />60 <br /> <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />]0 <br />0 <br />200 1 27 76.2 38.1 19 .1 9.52 4.76 2. 38 1.19 .5 .2 97 .14 9 .07 <br />Grain Size in Millimeters <br />MECHANICAL ANALYSIS CHART <br />FOX Consulting Engineers and Geologists <br />0 <br />Sample of $ ILT <br />from test hole 6 <br />at depth 44 feet. <br />A tterberg lim its: ~~10 f1 P1d5t1C <br />Liquid Llm its <br />P is atic ity Index - - <br />Classif3eation: Unl)led ML ~ i <br />AASHTO A-Q <br />Group Index $ <br />Sample of FILL, Cldy <br />from test hole ~ _ <br />at depth 9 feet. <br />A tterberg Limits: <br />Liquid Llm its 4~ <br />Pla stlc ity Index 2~ <br />Clas~lfieation: Unltied CL <br />AASHTO A-6 <br />Group Index 15 <br />Sampleot FILL, Cldy, Sand <br />from test hole <br />at depth 24 feet. <br />A tterberg Llm It s: <br />Liquid Llm its 39 <br />Pla stlc lty Index 25 <br />Clasaitlc atlo n: Unitled CL-$C <br />AASHTO A-6 <br />Group Index 1~ <br />t <br />Job No: I-2662-10060 <br />Date: 6/25/81 <br />Figure A-6 <br />