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Project No:03-18613 Log of Boring SPT-3
<br /> Project:Orange Blossom Ranch Association Incorporated
<br /> Client:Citizens Property Insurance Corporation
<br /> Address:4616,4618,4620, and 4622 Blossom Boulevard
<br /> City, State: Zephyrhills, FL Geologist/Engineer:J. Schuh ���� '8` ��
<br /> �
<br /> a � SOIL DESCRIPTION a 3 c � LAB TEST RESULTS/REMARKS
<br /> o � � oo >
<br /> N mU Z
<br /> 0
<br /> SAND FILL(SP) � __ __
<br /> olive brown,fine-grained quartz,
<br /> minor concrete fragments 2 5,4,3,3 7
<br /> 5 ; SAND(SP) 3 1,2,2,1 4
<br /> yellowish brown and pale brown,fine-
<br /> grained quartz 4 1,2,3,2 5
<br /> 10 -
<br /> 5 3,3,3,3 6
<br /> '� � CLAYEY SAND(SC)
<br /> �' �`�" brownish gray,fine-grained quartz o 0
<br /> 15 6 5,6,7 13 MC=17.1/o, -#200= 18.9/0
<br /> � ��:
<br /> ��' �f
<br /> �
<br /> i � ���•
<br /> ��'����. 7 5,5,6 11
<br /> 20 �; �?`
<br /> :. r.
<br /> ;�,
<br /> ° SAND(SP)
<br /> light brownish gray,fine-grained g g,12,17 29
<br /> 25 .:. � quartz
<br /> 30 '. 9 15,21,21 42
<br /> CLAYEY SAND(SC)
<br /> � light brownsin gray,variably clayey,
<br /> 35 � fine-grained quartz 10 16,19,24 43
<br /> �"�r
<br /> ::° SAND(SP)
<br /> very light gray,fine-grained quartz 11 17,25,24 49
<br /> 40
<br /> 45 `. 12 9,13,13 26
<br /> :. SAND with clay(SP-SC)
<br /> '•����� � very light gray and yellowish gray, 13 4,3,4 7
<br /> 50 :, -���.• �• interbedded fine-grained quartz sand
<br /> '��.�:�"::;�•..
<br /> .� and clayey sand
<br /> 55 .. 14A 2,1,1 2
<br /> LIMESTONE Loss of circulation at 58 ft.
<br /> light gray,variably indurated 15 32,25,7 32 End of boring-boring collapsed
<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: 11 ft.W, 5 ft. �of;;E comer of Unit 4618 LL=liquid limit
<br /> PI=plasticity index
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