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1 q.(MP-1 f.IMN) — u2 Imp-dj — <br /> L-T0,00 <br /> 0 5 10 15 20 0 020 0.40 0.60 -0,040 0 0.040 0.080 0,120 <br /> ------------------- <br /> ------------- <br /> illysand <br /> nd to sandy sift(7) <br /> Clay(3) <br /> ifty day to clay(4) <br /> sliff fine grained(1 i} 7 -------- <br /> — <br /> Clay(3) <br /> Very stiff fie grained(11) <br /> 9-- <br /> V"stff fine grained(11) <br /> Cay(3) <br /> fine grained(11) <br /> Very sW fine 9fairied(11) - <br /> Sand(9) - <br /> 15— J----------- <br /> stiff fine grained(11) <br /> stiff fine grained(11) <br /> Very stiff fine grained(11) 17— <br /> lay(3) - <br /> ery stiff fine grained(11) <br /> Clay(3) 19..... .. <br /> 20-� <br /> Day(3) 21— <br /> ----y--------- <br /> ClamsOtto silty day(5) 22--: <br /> Sandy sift to clayey sift(6) <br /> ----------- <br /> sand to sandy sit(7) <br /> yey sit%D silly Cla (5) <br /> Clay(3) <br /> 2 ------ <br /> 2&-:- <br /> -- <br /> Clay <br /> ------------- ------ <br /> -- --------------L <br /> 327-- <br /> Clay(3) - <br /> -8. 33-: <br /> clay(3) 0 <br /> Test no: PZL-Acm Ground levet <br /> ut CPT3 X.0.00 M.Y:0.00 m 0-00 <br /> Client: Date: Scale, <br /> 11/202001 1:50 <br /> Cxm N.3=5 Project Page: FT <br /> Tip area 1=4 in 1/3 <br /> Skwm mea Icnin 130 File condor3.cpd <br />