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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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 30, 2019
1906-0179
Wynne Development
14518 Dulce Real
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 193455-1dM)Hfjt
SCANNED
St. ude Countty
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 51
111.3 114.1
97.5
2.
N.E.
50
110.4
96.8
3.
Center
50
110.1
96.5
4.
S.W.
50
110.1
96.5
5.
S.E.
50
109.6
96.1
Soil Description:
Brown Sand
115.0 I I I I I
W
In Place Moisture:
7.9 Percent
I
G
114.0
Optimum Moisture:
H
11.0 Percent
T
Max. Dry Density:
P
I I I
113.0 1 ••_.{_.. j._..�.._..; ._.a_.._.
114.1 P.C.F.
c
j I I I I I
@ Test Locations The
j I I I I I
Density & Fgngjjometer
F
Ream r�IC�t�if�,�
112.0 ..—•�—•—I•_..�.._..r.._. �_.._.
D" f a i8� 69eets
°ni�luPnegwrlI$••;'Q
D
I I I I I
%rSpalcF®giorr;
Y
111.0.._.�_.._;._..�.._..r.._.�_.._,
e,�;_�........�:.._:.
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Dotty@wynnebc.com; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366