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A, <br /> qc(MP-1 «-- is(MP-1 <br /> it V 0.00 <br /> 0 5 10 15 20 0 0.20 0.40 0.80 -0.040 -0.020 0.000 0.020 <br /> ! ! <br /> �---------- �=.��.. -,- --- -- -- - ------------ - <br /> Si[ty sand b sandy silt(n - <br /> 2 -- - ------ ------- - <br /> -�-r - <br /> ----- - -- -- ----- ------- -- ------- <br /> _ <br /> i <br /> ----------- v----------` —-------------- <br /> ' <br /> Very stiFflinegtained(11) .-__' �_..__--- _.T_• <br /> ' h <br /> r Sand(9} <br /> ,, Very sti f fine grained(111 <br /> Clay(3) -- <br /> 1 _ Very sifffine graffted(11) <br /> yy, <br /> Very Stiff fine grained(11) 1 - +— - - - - - - -------- - - - -- -- - - <br /> - <br /> r <br /> CJay(-3) <br /> VerystiRfinegrained{11) <br /> -.. 1 <br /> ------------- <br /> shlf One grained{11) 17 ------- ---- -•- --- --_._ _.. _ _.-_ __ --- <br /> a � Yery$Of tine grained(11) <br /> i - - -- --- - -- -- -- --- - -- ---- ------------------ <br /> clay <br /> -- - -- -Clay(3) --- <br /> 1 — --- - - - -- - - -- -- - -- SS - - <br /> «' Clayey sift m Silty clay(5) - <br /> Clay(3) ------- <br /> stiff <br /> stiff fine grained(11) S <br /> >:kvsw Verystifftinegrained(11) - -- ------ -•- -- -- -- - ---- -- <br /> 24 - <br /> ! - cry P} <br /> 2 - <br /> z - -- ---- ------- -- - - <br /> I <br /> Clay(3) --- -- ----•---- ------ ---- ------ ' --- - ------ ---- ----4----------- <br /> -------- -- - -- <br /> 2 -. - --- -- -- <br /> 27 - <br /> ( 2 <br /> aay(3) <br /> - -•- - - --- ---- --- - - <br /> Clay(3) <br /> yey silt to silty clay(5) 3 ------- - -= -- ..r.- -- - --- - -- - - -- -- --- -- --- -- <br /> 4 <br /> Sandysiltto clayey Silt(6)Y I3} <br /> m <br /> I, <br /> Test no: Paston: Ground level <br /> C PT2 XX 0.00 m,Y:0.00 m 0.00 <br /> CGerst Bate: Scale: <br /> Gondar Ealttl Tach 11/19/2001 1 50' <br /> Cone Ncc 3335 Project CSU Stanislaus Page. Fig. <br /> Trp area[cm2l:10 1/3 - <br /> ( �. Sleeve mea(cm2i:150 _ File: <br /> wndar2.cpd <br /> } <br />