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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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 1557 and ASTM D 2922
DATE TESTED December 5, 2017
KSM JOB # : 173152-4d/SS/ct
PERMIT #
RECEIVED
CONTRACTOR St. Lucie Site Development
APR 2.5 7019
JOB LOCATION 245 Bimini Drive
Permitting Departmen
St. Lucie count/
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Retest
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 33
106.4
111.4
95.5
2. N.W. 40
110.2
98.9
3. Center 39
109.6
98.4
4. S.W. 38
107.5
96.5
5. S. E. 42
111.0
99.6
Soil Description:
Brown Sand
with Clay W
112.0 i I
I I I
I
In Place Moisture: E
I I
I I I
I
8.7 Percent I
I I
I I
I
Optimum Moisture: H
111.0 I
I I
I
11.0 Percent T
I
Max. Dry Density: P
I I
I I I
I
111.4 P.C.F.
110.0 a-- _..I_.
�_.._.f_.._.�._.
1._.._
C
@ Test Locations The F
I
I I I
I
Density & Penetrometer
I
Readings. Indicate the
109.0
Degree of Compaction Meets D
I I
I I I
I
MinimBwaReagW ed R
I I
I I I
f 90WO' A Option.
to Natural Grade.
108.0
g 9
10 11 12
I
13 14
p�clly�
• J
o
Moisture - % of Dry Weight
psi
,
p: �.
',vt
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����Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie
E. Keller, P.E.: 68366