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iw <br />SIEVE ANALYSIS <br /> <br />ee.rr. /l:w ewrw w.dlrw (le. <br />~i <br />~I <br /> <br />~I <br />~i <br />~I <br />,~ <br />I <br />{ <br />r <br />v <br />b <br />d <br />l"~ <br />c~ <br />b <br />W <br />U <br />0 <br />U <br />L <br />:~.pa d SAND, well graded <br />row t«t 6oir 2 <br />u d.p+n 5-20 (.u. <br />1tt.rb.r! Ilwlu: <br />Lira^1/ Llwib <br />Pl..tleltf Ir,d.+: <br />:1...1/leetiw: U.If1.1 <br />AASHTO <br />Gre~p 1.d.: <br />SAND and GRAVEL, <br />Samvl. of well graded <br />from tae Aol. 3 <br />n d.ptn 5-25 Ipt. <br />Att.rberaf Llwlb: <br />u.^Id uwu. <br />Pl..tteity Ir.d.a <br />Cl...lfle.tlo.: U~1(led <br />MSHTO <br />Greop IN.: <br />SompM o/ NnF wall gra rleA <br />fro. tae beb .4 <br />M ~ 5-20 a.t. <br />Att.rb.rt; Llwlu: <br />Ll~rrld 1Llwlt• <br />Pl..tlelt! Ir.d.i <br />Cla.rllie.tlor. UeHNd <br />AASHTO <br />Gnq I.d.a <br />Grain Sizt In Millllaeter/ <br />MECHANICAL ANALYSIS CHART <br />FO ~ Consulting Engineers and Geobgists <br />1obNa 1-2761-3252 <br />Dam: 1/30/81 <br />Figure 10 <br /> <br />,~b~rin°.rf~i}"'L~z+~:::. ~•."'.~j.4.'., s, fIMJ:._,R,: .+.x ~..,.y„„a„e, <br /> <br /> <br /> <br />'Cl..i Sao.r• Op.t.is~.' U.S. St..dard S.ri.• ' <br />