HomeMy WebLinkAboutCompaction TestHeTdquarters — VT11
11345 U.S. Highway 1 ''�:C9 1 �' FNGINEERING �PO Box 78-1377
Sebastian, FL. 32958 W ` F '' � T Sebastian, FL. 32978
Orlando �� I I G Phone: 772-589-0712
723 Progress Way IL CO P CTI ON REP T C.A.# 5693
Sanford, FL. 32771 TM D 1557 and ASTM D 6938 KS*gin ng. t
DATE TESTED: May 27, 2020 $41K!!M JOB #: 202357-2d/CH/jo
I2W- • VPC #40 41417 •
CONACTR RickiH nes Nuc Noc�el: 3500
JOB LOCATION: 7602 Roberts Road Nuc Serial #: 3417
Fort Pierce, Florida
ITEM TEST Square hed Pad
TEST LOCATION•DE- • PEN* ,DRY, j" MAX. DRY - •PERCENy
OF SAMPLE *READ DENSITY PROCTOR VALUE (P.C.F)O COMPACTION O
1. N. W. 0" - 12" 35 109.7 111.9 98.0%
2. Center 40 108.0 96.5%
3. S. E. 45 108.9 97.3%
Soil Description:
Brown Sand
_
113.0
1 01
•1
1001
10
In Place Moisture:
I
01 1 01
10
Pr3ctol Opti�llst
T,
I I
I
4
• • • •
�.._.I
111.0 �_.._ ._.._1.._..
_..1.._...
Proctor Max. Dry Density: P.C.F.
• 1
I
1
11
111.90 40
C
@ est oc� afions th?Densify &
F
110.0—.1._.._4.—..�..
• 01•
I • • I
•
�.._...
I •
Pel etrometer readings indicateIte
Degree of Compaction Mee
�•
I I
Sol* 0 � 4
1• 7..—.1_.._.1._.._r._..�.._..rt.._...
I I
• s �
0
•
Minimum Requiremen
for Staked Foundation
R•
i. I I
/ /1
I • I
I•
Y
I
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I
Respectfully Submitted: •
108.0 — — — — —►
00800,0910 110 12
13 •140
lit ,�� •
N• 8 39
• W- LU
R,oP . �w`�
SON Ao-t t`
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Bryan E. dahlke, P.E.
•V.P. of Engineering
P�#:tolst
14 .. 5//2020 -
E PcifB�Tildinepartment; Sa'�si760@a�l.com
Moisture - % of Dry Wei ht
D�cla n ac r is respo siAto main in
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has be
�
altered from thea roved inspected condition.
Proudly Serving Florida since 1990
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