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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
SOIL COMPACTION REPORT SCANNED
ASTM D 1557 and ASTM D 2922 13Y
St. -Lucie Coun}�
DATE TESTED March 14, 2019 KSM JOB # : 191072-1 d/SS/cf
PERMIT # 1902-0157
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 14 Tosca MAR 21 7019
Spanish Lakes Count Club Village Permitting De
P Country 9 St. Lucie eou^Cmenr
Fort Pierce, Florida
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
108.9 113.3
96.1
2.
S.W.
46
111.2
98.1
3.
Center
43
110.4
97.4
4.
N.W.
41
109.3
96.5
5.
N.E.
43
110.7
97.7
Soil Description:
Brown Sand
with Clay
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of. Compaction Meets
114.0 I
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W
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G
113.0 1_.._.�—.._�.
.. �.._ .._.—.._.
H
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T
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P
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112.0
1..... ..__.
C
F
I
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111.0 i.._.�—.._j._..�.._..�.._..j_.._.
D
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R
Y
I
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110.0
8 9
10 11 12 13 14
Moisture - % of Dry Weight
ilding Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366