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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
I
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 27, 2018 KSM JOB # : 184434-1d/MH/cv
1809-0590
Wynne Development
14 Galeria Way
Riverfront
Port St. Lucie, Florida
acjq
ITEM TESTED .
Compacted Foundation Fill
I
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
i
1. 1 N.E.
0" - 12"
51
111.6
114.0
97.9
2. S.E.
1150
108.4
95.1
3.
Center
it53
113.7
99.7
4.
N.W.
if51
111.8
98.1
5. S.W.
if50
110.7
97.1
Soil Description:
Brown Sand with Traces
of Shell and Clay
In Place Moisture:
8.1 Percent
Optimum Moisture:
11:0 Percent
Max. Dry Density:
114.0 P.C.F.
@ Test Locations The
Derisity & Penetrometer
Re dings Indicate the
De ree of Compaction Meets
Minimum Required
to Natural Grade.
115.0 I I I I I
W
E
I I I I I
G 114.0 L..— —
H I I I I I I
T
I I I I
P 113.0—..—.I—. I.—..�..—..�—..I—..—.
C I I I I I I
• j I I I I I
F
112.0 i..—.j—..—�.—..�..—..r..—..I—..—.
D
R I I I I I I
Y 111.0—..—.�—..—�.—..
8 9 10 11 12 13 14
-- Moisture - % of Dry Weight
luli E. Keller, P.
re E ; �4
Pp'#`$ucie County Building Department
D�nnebc.com
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366