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i <br /> �I <br /> . • ; <br /> � ' I <br /> �_ STANDARD PENETRATION . <br /> TEST BORING <br /> � ` ' � <br /> Project: Caselnova Property , <br /> Zephyrhills, Florida i , <br /> S.ii�l<hc�l.es e i:,xpansive Clays ��anci Sui�sidcilee Report No: 2008674 ; <br /> Geologist on Site: J. Miller ! <br /> Boring Designation: B-3 Sheet 2 of 2 ' I <br /> � �� <br /> s s <br /> A BLOWS Y <br /> DEPTH M er 6 in. N-value W T M . <br /> (ft.) ►' P (blows/ft.) B DESCRIPTION <br /> � increment o <br /> E L <br /> 35 <br /> i <br /> i <br /> I <br /> , <br /> 40 11 _14,18,14 32 , Tan hard sandy clay(CL) � <br /> I <br /> � <br /> i <br /> � <br /> 45 12 8�11,17 28 Tan/gray very stiff sandy clay(CL) I <br /> � <br /> I <br /> i <br /> i <br /> i <br /> , <br /> i <br /> 50 13 6,4,7 11 ' Tan stiff sandy clay(CL) i <br /> • 100%Loss of Circulation(LOC)50 ft. <br /> i <br /> I <br /> i <br /> I <br /> 55 14 5,4,6 10 Tan/gray stiff clay(CL) � <br /> I <br /> I <br /> i <br /> 60 WOR/1.5 ft. WOR Weight-of-Rod(WOR)from 58.5 to 60 ft. <br /> 15 2,2,3 5 Tan/gray soft sandy clay(CL) , <br /> . � <br /> � <br /> , WOR from 63.5 to 69.5 ft. - ! <br /> 65 NS WOR/6 ft. WOR ; No sample recovered; Presumed very soft sandy clay(CL) ; <br /> 70 16 50/0 in. R Tan hard limestone(LS) <br /> Boring terminated at 69.5 ft. j <br /> 100%LOC at 50 ft.,without recovery <br /> i <br />