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KELLER, SCHLEICHER & 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
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SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED September 27, 2018 KSM JOB # : 183357-1 d/SS/cv
PERMIT # 1808-0700
CONTRACTOR Wynne Development COP-v�
ANNED
JOB LOCATION 2 Ecuador Way FILE
Spanish Lakes Country Club Village ��
Fort Pierce, Florida Ludo 0600N,
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" 42
106.2 111.2
95.5
2. S.W. 47
108.4 of.
97.5
3. Center 48
110.2 if99.1
4. N.W. 45
107.6 If96.8
5. N.E. 47
108.9
97.9
Soil Description:
Brown Sand with
Some Clay
112.0 I I I I
I
In Place Moisture:
W
9.1 Percent
E
Optimum Moisture:
G
I I I I I
I
.
11.0 Percent
H
I I I I
I
T
111.0
Max. Dry Density:
111.2 P.C.F.
P
@ Test Locations The
j I I I I
I
Density & Penetrometer
110.o
Readings Indicate the
F
j I I I I
I
Degree of Compaction Meets
M(RVT" rl iRqqyi red
j I I I
l�brA&(e�%p�Irf tion.
D
;.. ' ,o, 4en to Natural Grade.
.l�esy u d:
Y
109.0 4-
1 A .A _„V
8 9 10 11 12
13 14
Moisture - IN, of Dry Weight
V .
0,
Lucie County Building Departmeht
spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366