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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
ASTM D 1557 and ASTM D 2922
DATE TESTED April 18, 2018 KSM JOB # : 181322-1 d/SS/cv
PERMIT # 1706-0234---�
CONTRACTOR Bobby Davenport
APR 2 02018
JOB LOCATION 5295 Compass Cove Place
Fort Pierce, Florida L
_e County, Permitting
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12"
33
103.4 107.0
96.6
2. S.E. "
41
106.1
99.2
3. Center
38
104.8
97.9
4. N.E.
34
103.7
96.9
5. N.W.
40
105.2
98.3
Soil Description:
Tan Sand with Shell Fragments
W
108.0 1 I I I
I 1
In Place Moisture:
E
j I I I
I 1
6.3 Percent
I
I I I
I I
G
I
H
107.0 �.._..I_.._..j_.
_.j_.._.f_.._.
Optimum Moisture:
T
12.0 Percent
P
106.0—
Max. Dry Density:
107.0 P.C.F.
C
I I I I
I I
@ Test Locations The
FI_.._.1_.._.I_.._.
105.0 _.._.
I I I I I
Density & Penetrometer
I
Readings Indicate the
D
I I I I
I I
Degree of Compaction Meets
Y
104.0—
MuQiri>W ftoltired for
9 10 11 12
13 14 15
n to Natural Grade. Moisture - % of Dry Weight
Re tad:
APPROVED
J �
�s optonline.net
St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366