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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 October 10, 2017 KSM JOB # : 173059-1 d/MH/cv
PERMIT # 1706-0678
CONTRACTOR Wynne Development
JOB LOCATION 1 Puerto Sol
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED COMDacted Foundation Fill
TEST LOCATION DEPTH
OF SAMPLE
* PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1. S.E. 0" - 12"
50
105.0
109.2
96.2
2. S.W. of50
106.3
If97.3
3. Center If
50
107.1
If98.1
4. N.E. "
50
104.8
it
96.0
5. N.W. if
50
108.3
99.2
Soil Description:
Brown Sand with
110.0 1
I I I
I 1
Shell Fragments
W
I I
I I
In Place Moisture:
E
I
1
I
I I I
I I
7.2 Percent
G
I
I
I I I
I I
Optimum Moisture:
H
T
I
109.0 —
I I
I I
11.0 Percent
P
I
I I I
I I
Max. Dry Density:
109.2 P.C.F.
C
@ Test Locations The
F
I
108.0 — —
Density & Penetrometer
I
I I I
I I
Readings Indicate the
I
I I I
I I
Degree of Compaction Meets
I
I I f
I I
Minimum Required
R
I
I I I
I I
fors keld lftW i tion.
f1 107.0—..—..�
I_ • , _ • I _ _ •I• —
_ I _ I • _ .. _
—
*
,�i�di,fn to Natural Grade.
g
9 10 11
12 13 14
Moisture - % of Dry Weight
RECEIVED f;d •.•;�� EO OCT 18 2017
e • '��J�b`cie County Building Department
Emil Apr f snishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366