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KELLER, I�1.'01AR & Mac\AiILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
ft PALM BEACH (561) 845-7445 www.ksmengineering.net MEt�7nr01) 768- 488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229- 093
C.A.: 5693 F/AX, T�) 589- 469
AUG �,.
SOIL COMPACTION REPORT sT. Lucie County, Permitting
ASTM D 1557 and ASTM D 2922
DATE TESTED August 7, 2018 .
PERMIT # 1804-0291
CONTRACTOR Wynne Development
JOB LOCATION 175 Mediterranea
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED .Compacted Foundation
KSM JOB # : 182622-1 d/SS/cv
Boulevard N.
Fill
I
TEST LOCATION DEPTH " PEN
DRY MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 45
107.8 109.5 98.4
2. S.E. 45
107.2 97.9
3. Center 42
105.5 °' 96.3
4. S.W. 44
106.3 97.1
5. N.W. 42
105.7 96.5
Soil Description:
Brown and Gray Sand
111.0 - I I I I I
with Some Clay W
In Place Moisture: E
10.0 Percent
11o.o—
G
Optimum Moisture:
I
12.0 Percent T109.0
.-- ..I
....--.. -- ..--
IjIIII
Max. Dry Density: p
109.5 P.C.F.
C
Test Locations The
108.0@
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets
107.0 �— —•I
I\Aii;�Oh DI
I I I I
�. n. R
I
�
to Natural Grade. Y
106.0
&
do
9 10 1.1 12 13 14 15
_
Moisture - % of Dry Weight
;Q
.
mod, •' .•,�RIOP•.�
#"ryn 11► ` .`Lucie County Building Department
Err%Aspanishlakes.com
P#onald G. Keller, P.E.: 37293 / SI Lic.
No.. 860 / Julie E. Keller, P.E.: 68366