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A�eple County
KELLER, SCHHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845=8876 - E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 9, 2018
PERMIT # 1712-0737
KSM JOB # : 182251 -1 d/SS/ct
RECEIVED
CONTRACTOR Wynne Development
JUL 2.3 2010
JOB LOCATION 37 Las Casitas
Spanish Lakes Country Club Permitting Department
Fort Pierce, Florida St. Lucie county
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 41
106.7 110.8
96.3
2. S.W. 1136
105.3 1195.0
3. Center " 38
105.4 If
95.1
4. N.W. 43
107.8 of97.3
5. N.E. 40 -
106.1
95.8
Soil Description:
Brown and Tan Sand
112.0 - I I I I
I
In Place Moisture:
W
E
j I I I I
I
10.6 Percent
I
111.0 _ .j— —j. T.
Optimum Moisture:
G
H
I
12.0 Percent
T
j I I I I
110.0—.j—..— —.. i..——..—..j—..—.
I
Max. Dry Density:
p
I I I I
110.8 P.C.F.
I
@ Test Locations The
C
109.0
!
Density & Penetrometer
F
I I I
Readings Indicate the
Degree of Compaction Meets
108.0
Minimum Required
D
I
I I I
I
for Stakea Fi awnQtion.
R
I
ing� to Natural Grade.
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* Pere26W•
Y
107.0 �— — — —� • — • • - • • — • • — �— —,
9 10 11 12 13 14
R��
15
r
Moisture - % of Dry Weight
Ir
t lien OF ;•4k/�
�A� �p,.L•' 4'e%County Building Department
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. !. ' i*Tifald G. Keller. P.E.: 37293 / SI Lic. No.: 860 / Julie F_ Keller. RE_: 68366 r'