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LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
iTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
(561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 28, 2018 KSM JOB # : 183391-1 d/SS/cv
PERMIT # 1807-0690
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 81 El Camino Real
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
OCT,10 1018
trner
permitting a nt"
St. Lucie coCoy
TEST LOCATION DEPTH * PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.E. 0" - 12" 52
111.8 112.0
99.8
2. S.E. 1147
110.4 1198.6
3. Center of51
110.7 If98.8
4. S.W. to44
108.2
96.6
5. N.W. 45
109.5
97.8
Soil Description:
Brown and Gray
Sand with Clay
113.0 I I I I
t I
In Place Moisture: W
B.6 Percent E
Optimum Moisture: G
112.0 L — • I — —I _
I — I— —
12.0 Percent H
I I I I
I I
T
Max. Dry Density:
I I
I I
112.0 P.C.F. P
111.0 �..— 1— 1.—..-4..—..4-..—
—.
@ Test Locations The C
Density & Penetrometer
Readings Indicate the F
Degree of Compaction Meets
110.0 — 1— " —1. 7.. — "
T "
Miniqjy(s1Re%jii-ed
D
kt�cEd..F!!�a��!q)ion. R
iCe�n
Fay to Natural Grade.
I I I
I
Y
p�ct#ully t�ID ;l
109.0-..—.,—..—,.—..�..—..r..—..�—
—,
9 10 11 12
13 14 15
-- _
Moisture - IN, of Dry Weight
1�
`$Ucie County Building Department
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r)illipanishlakes.com
:Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366