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STANDARD PENETRATION <br /> TEST BORING <br /> � ' • � <br /> Project: Caselnova Property <br /> Zephyrhills, Florida t <br /> Si�llcholes •�xpaytsive Clays � Laizd Siilbsicience Report No: 2008674 � <br /> Geologist on Site: J. Miller � <br /> i <br /> Boring Designation: B-2 Sheet 2 of 3 � <br /> � <br /> S S � <br /> A BLOWS Y ' <br /> DEPTH M per 6 in. N-value W T B ; <br /> (ft.) P (blows/ft.) DESCRIPTION <br /> � increment o <br /> E L <br /> � <br /> 35 i <br /> � <br /> ���� <br /> .�f�. <br /> ���;. ; <br /> i <br /> 4� 11 7,8,10 18 Orange very stiff sandy clay(CL) � � <br /> i <br /> i <br /> • k <br /> � I <br /> I <br /> I <br /> i <br /> 45 12 10,10,11 21 '���: Orange medium dense clayey sand(SC) ; <br /> ,•;•;•' i <br /> .�i�' I <br /> .��� I <br /> I <br /> i <br /> �O 13 8,7,10 17 Tan very stiff sandy clay(CL) � <br /> i <br /> i <br /> � <br /> i <br /> � <br /> � <br /> 55 14 , 9,9,14 23 ���' Orange medium dense clayey sand(SC) � <br /> .�.�•. � <br /> /'l��; � <br /> .��'•: � <br /> /�''�: ' <br /> i <br /> 60 15 10,12,16 28 Tan and blue very stiff clay(CL) � <br /> � <br /> 1 <br /> i <br /> � <br /> 65 �6 50/5 in. R Tan moderately hard limestone(LS) - <br /> I <br /> � <br /> i <br /> 32, � <br /> �� NS WOH/4.5 ft WOH Weight-of-Hammer(WOH)from 69 to 73.5 ft. ' <br /> i <br />, i <br /> i <br />