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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 1657 and ASTM D 2922
DATE TESTED August 3, 2018
PERMIT # 18060205
CONTRACTOR Wynne Development
JOB LOCATION 168 -Mediterranean Boulevard N.
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 182597-1 d/SS/cv
RECEIVED
AUG 2 20f,
Pe►Tnittinlu
g De
Sr �C1e Co 1 meR
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 44
107.2 110.8
96.8
2.
N.W.
47
110.4 "
99.6
3.
Center
45
108.6
98.0
4.
N.E.
41
106.5
96.1
5.
S. E.
45
108.1
97.6
Soil Description:
Brown Sand
with Clay
In Place Moisture:
11.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Sta igIFQhndation.
* P.Q0 slit %ken to Natural Grade
sident,,;
112.0
W
E I I I I I
I111.0 4-- _.._.._.._.._.._.._..._..._.._.
G I I I I I
H
T D 110.0 •_.I_.._ _..�.._ L.._..I_.._.
R I I I I
P Y
I I I I I I
C 109.0—.._.I _�._....._.. �. _..j_.._.
j I I I I
F I I I I I
108.0 i.._.j_.._1._..7.._..T..._..I_.._.
j I I I I I
107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
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/11I F I 1 I I1%� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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 August 3, 2018
KSM JOB # : 182597-1 d/SS/cv
PERMIT #
CONTRACTOR Wynne Development
RFcFtvFo
40G
JOB LOCATION 168 Mediterranean Boulevard
N. 2 4 ?Olg
Pe rm
trug�'Cou�'Paenr
PortSpanSthLucesFlorida
ntl,
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" 44
107.2 110.8 96.8
2. N.W. 47
110.4 it99.6
3. Center 45
108.6 98.0
4. N.E. 41
106.5 96.1
5. S.E. 45
108.1 97.6
Soil Description:
Brown Sand
112.0 �
with Clay
W
I I I I I I
In Place Moisture:
E
11.6 Percent
I
111.0
Optimum Moisture:
H
I
12.0 Percent
T
110.0 1
Max. Dry Density:
P110.8
All
P.C.F.II@
C109.0
I— —
Test Locations The
IDensity
& Penetrometer
F
IIReadings
Indicate the
Degree of Compaction Meets
108.0
Min�r,jMIlRbgq ed
D
I
I i I I I
et��Ql on.
R
I I I—
•`f;5
`_
r1 ailrn to Natural Grade.
107.0 �— — •I _ —I _ — — _ 7
s ectful u •tA:
9 10 11 12 13 14 15
.
6 6 -
Moisture - % of Dry Weight
: Uli 1OFP.E
sl
E�t4tai vt panishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366