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BY iM L-3AVL
KELILER, SCSI 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 1567 and ASTM D 2922
Revised: August 21, 2018
TE TESTED August 3, 2018 KSM JOB # : 182596-1 d/SS/cv
RMIT # 1806-0602
CONTRACTOR Wynne Development
11
JOB LOCATION 6 Huerte Way
Spanish Lakes 1
For': St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
11
TEST LOCATION * PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
111 N.W. 0" - 12" 44
108.7 110.8
98.1
211 N.E. 50
110.6
107.2
99.8
3�� Center 43
96.8
4.I S.E. 47
109.8
99.1
5 S.W. 41
106.3
95.9
Soil Description:
Brown Sand
112.0 - I I I I
I
v ith Clay
W
In Place Moisture:
11.1 Percent
E
I
111.0—
G
Optimum Moisture:
H
I I I I I
I
1�.0 Percent
T110.0
—
Max. Dry Density:
P
110.8 P.C.F.
I I I I I
I
00 Test Locations The
C
109.0 —..—.% ..........
I I I I I
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
I _ _I ..........
108.0 — I I I I
I
M nimurn Required
R
for.St ecIII �ntion.
Y
107.0 �- • — I _ _ I _ I _ I
_ I—
" I 2tken to Natural Grade.
_ ry
,.,;A �NQP. •A.
9 10 11 12 13
14 15
o Moisture - % of Dry Weight
i E. Keller
r � �
•�'��ifi��j+�c�tt��s�nishlakes.com
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller,.P.E.: 68366
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