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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-fi55 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 84.5-7445 www.ksmengineer'jng.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 1657 and ASTM D 2922
DATE TESTED March 11, 2019
PERMIT # — k�) �k C)�
CONTRACTOR Wynne Development
JOB LOCATION 73 Spanish Way
Spanish Lakes 1
KSM JOB#: 191016-1 d/SS/ct
SCANNED
BY
St. Lucie County
*4,p
Port St Lucie, Florida
1,7,71S
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0"-12" 50+ 109.4 113.3
96.6
2. S.E.
111.2
98.1
3. Center
110.7
97.7
4. S.W.
110.1
97.2
5. N.W.
108.6
95.9
Soil Description
Brown & Tan Sand
114.0
with Clay
W
In Place Moisture:
8.1 Percent
G
113.0
Optimum Moisture:
H
11.0 Percent
T
I
Max. Dry Density:
P
I
112.0 -- — ---
All
113.3 P.C:F.
C
@ Test Locations The
Density & Penetrometer
F
I
Readings Indicate the
111.0
Degree of Compaction Meets
Minimum Required
D
for ,
§jaked,E914ndation.
R
%% t,
1E - Ki�
Y
110.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
9
1111PIW"'_ Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
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