Project No:03-18613 Log of Boring SPT-1
<br /> Project:Orange Blossom Ranch Association Incorporated
<br /> Client:Citizens Property Insurance Corporation
<br /> Address:4616,4618,4620, and 4622 Blossom Boulevard
<br /> City, Stafe: Zephyrhilis, FL GeologisbEngineer:J. Schuh 8` �
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<br /> Q y SOIL DESCRIPTION £ m o Z LAB TEST RESULTS!REMARKS
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<br /> SAND FILL(SP) � __ __
<br /> dark olive brown,fine-grained quartz
<br /> °:` SAND(SP) 2 -- --
<br /> 5 : ? paleyellow,lightyellowishbrownto 3 1,1,1,1 2
<br /> yellowish brown,and dark olive
<br /> brown,fine-grained quartz 4 2,2,2,2 4
<br /> 5 2,2,3,2 5
<br /> 10 `.
<br /> � CLAYEY SAND(SC)
<br /> � " �= very light gray to light gray,light 6 7,8,9 17 MC= 18.1%, �200='�8.5%
<br /> 15 �;i brownish gray,reddish gray,and light
<br /> � � reddish yellow,variably clayey,fine-
<br /> � grained quartz
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<br /> �E ' � ,1
<br /> '�� �'�� 7 6,8,9 17
<br /> 20 � ' ��!.;
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<br /> �' �,�:
<br /> 25 �'f 8 3,8,20 28 MC=25.4%, -#200=:35.6%
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<br /> ��`� "�'� 9 4,5,6 11
<br /> 30 "�°,', ;yr
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<br /> 35 �� ` �y 10 1,3,2 5
<br /> ::° SAND(SP)
<br /> `:, light brownish gray,fine-grained 11 3,2,3 5
<br /> 40 .: ' quartz
<br /> 45 ' NO SAMPLE RECOVERED �2 WOR Loss of circulation at 43 5 ft
<br /> WR-2',
<br /> f � LIMESTONE 6,3
<br /> white,weakly indurated
<br /> SAND(SP) 13 3,2,4 6
<br /> 50 .: ', gray,fine-grained quartz,minor
<br /> limestone fragments
<br /> 55 NO SAMPLE RECOVERED 14A WR-1.5' WOR
<br /> LIMESTONE 146 22,50l5" 50/5"
<br /> pale yellow and white,well indurated
<br /> 15 42,50/5" 50/5"
<br /> Drilled by: Independent Drilling Inc. Borehole Size:3 inches MC=%moisture content
<br /> Drill Method: Mud Rotary-ASTM D 1586 Datum: Ground Surface -#200=%passing#200 sieve
<br /> Drill Date: February 17, 2010 Sheet: 1 of 1 OC=%organic content
<br /> Borehole Location: 8.5 ft. S, 0.5 ft. E of SW corner of Unit 4622 enclosed porch LL=liquid limit
<br /> PI=plasticity index
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