Laserfiche WebLink
STANDARD PENETRATION , <br /> • � s , TEST BORING <br /> Project: Caselnova Property ' <br /> Zephyrhills, Florida � <br /> SiaZi<l�oles o�,xpailsive c1ay5 •LaxZd SuUsidexice Report No: 2008674 ; <br /> Geologist on Site: A. Marin i <br /> ; <br /> Date Started:9-23-08 Boring Designation: B-4 Sheet 1 of 2 I <br /> Date Finished: 9-23-08 Water Table (ft.): Not Observed <br /> Drilled By: Race Drilling, Inc. Type of Sampling: SPT-Mud Rotary � <br /> Location: 1 foot north and 2.5 feet east of the northeast corner of the structure ! <br /> S S � <br /> A BLOWS Y i <br /> DEPTH M N-value <br /> per 6 in, W.T. g DESCRIPTION <br /> (ft.) � increment�biows�tt.) o <br /> E L <br /> � NA ; <br /> 1 HA NA ��� Brown clayey sand(SC)with cemented sand ! <br /> � <br /> ��f' 1 <br /> 2 HA NA �l�' Brown clayey sand(SC) ; <br /> 'l•'�:�' I <br /> 5 3 1,2,1,2 3 ��• Orange very loose clayey sand(SC) � <br /> 1�.�• , � <br /> .��� I <br /> 4 3,4,4,9 8 ,�'��• Orange loose clayey sand(SC) � <br /> .��� <br /> 10 5 9,9,21,16 30 ;�;��� Orange medium dense clayey sand(SC) � <br /> �. I <br /> ���' i <br /> •'l•':�:' I <br /> �/'l•' � <br /> , <br /> � <br /> 15 6 4,6,9 15 •, Orange medium dense fine sand(SP)trace clay <br /> � <br /> 20 7 4,5,6 11 Orange medium dense fine sand(SP)trace clay I <br /> I <br /> i <br /> � <br /> { <br /> 25 8 5,5,6 11 • Light brown and orange medium dense fine sand(SP)trace clay __ <br /> i <br /> i <br /> � <br /> • i <br /> i <br /> I <br /> 30 9 4,6,11 17 �, Light orange and light brown very stiff sandy clay(CL) ; <br /> 35 10 8,10,12 22 .• Light orange and light brown very stiff sandy clay(CL) � <br /> � <br />