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MAJOR DIVISIOIPT SY1160t.5I TYP:C,1L NAIIFS <br /> Ca ^�� Odl pada tn.<b a pawhml�n:<tvw,Llltl.w rw Mw <br /> CRAVF.tS �J <br /> x r�� <br /> — CP EPrj Pew11 coded mwb w pawl-uM nvtvea,,�illb a�Mw <br /> H � I ne•i <br /> Sur <br /> 4 ww vL l /t <br /> L g CC Curer m.eb.mwl+nd<b1 minvn <br /> t � � <br /> V ; <br /> $tY C•.., 'ae0 padd v.Ma a mwllt veils,511:,a,.r(w <br /> SANDS <br /> O = $P 1 Pewl7 padN voila w pawOT aM,,.'itll.w ne(u.e. <br /> V _ I�- <br /> (41we tbn'b of $3I -I.�I $ihT vnd.,vM.al r,uaty« <br /> SC Ctar•T .+.w..,a..d<b> ,vwe, <br /> '' Inapnie.:IU ab.w1 fA vM,,rock Ibv, Wt1 a r1n' <br /> SILTS CLAYS <br /> NIL � rn...oma d.nr Wt,..Ih.4h1 vbabdo --lll <br /> 3 <br /> CL <br /> ut 1 clan a( by ro m.diea Wudl <br /> rorpnw 0 1.paver<b7ti <br /> p e .dr cbT.,ult><b n,laa dao <br /> LL ( SO <br /> o <br /> z OL <br /> _v <br /> ' ttwc,n:<.ab,m:essem a diaew.<mw rn..ndr a nitr <br /> v ; 1211 te�b.elaaie..n, <br /> SILTS s CLAYS <br /> z <br /> E = CI( Inerpn:<<bT,e( n Fbatblr,f.,d.T. <br /> LL > SO q <br /> ,ice^ OT W<cbn of o iv.to hth FW.idt T,oo;.ni<6h <br /> l <b <br /> OH e.t.n:<Wt. n. <br /> E1IONLY ORGANIC SOILS Pt Pat„d elhae hl Wy wnnw wa I <br /> CLASSIFICATION CNART <br /> lu,nn,.sen au.... soon,. <br /> SANDS AIVO GRAVELS! R W&FccT' <br /> RANGE OF (,RAIN SIZE'S <br /> ICLASSIFICATIO U.S. Slan,a,(, Grmn Size VERY 1.00SE 0 - 4 <br /> Sieve Size In Millimeters <br /> 1005E 4 - b <br /> BOULDERS I Above 12" ( Above 305 <br /> MEDIUM CENSE t0 - 30 <br /> COBBLES I 12" to 3" I 305 to 76.2 DENSE 33 - 50 <br /> GRAVEL 3" to No. a 76.2 to 4,76 VERY CENSE WEA 50 <br /> wars. 7"t0 �" 76.2 to 19.1 <br /> Ile. Y,"to No.4 19.1 to 4.76 RELATIVE DENSITY <br /> SAND No. 4 to No. 200 4.76 to 0.074 SUS AND CLAYS I OI�NS/FCOT` <br /> cow. No.4 t0 Ne.10 4.76 to 2.00 ' <br /> t Olum No. 10 to No.40 2.00 to 0.420 <br /> fln No.40 to No.200 0.420 t0 0.074 VERY SOFT 0 - <br /> SOFT 2 - 4 <br /> SILT d. CLAY I 9.low Ne.200 I 9.low 0.074 MEDIUM STIFF 4 - 6 <br /> STIFF 3 - 16 <br /> GRAIN SIZE CHART VERY STIFF 16 - 22 <br /> MAAO "A_2 <br /> CONSISTENCY <br /> METHOD OF SOIL CLASSIFICATION <br /> 'NUMBER CF BLOWS OF 140 POUND HAMMER FALLING 30 INCHES TO DRIVE A <br /> 2 INCH O.D. (1-3/8 INCH 1.0.) SPLIT SPOON (ASM 0-1586). WATERWORK <br />