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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337=7755 PO, 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 PrANNED FAX (772) 589-6469
BY SOIL COMPACTION REPORT
St Lucie County ASTM D 1567 and ASTM D 2922
DATE TESTED : March 12, 2018
PERMIT # 1712-0741
CONTRACTOR Wynne Development
JOB LOCATION 13933 Cedro
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 180851 -1 d/SS/ct
RECEIVED
MAR 2 9 7010
Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 50+ 108.7 114.0
95.4
2.
N.E.
111.5 to97.8
3.
Center
113.0 if99.1
4.
S.E.
112.1 of98.3
5.
S.W.
IF110.5 1196.9
Soil Description:
Tan Sand 115.0
with Clay W
In Place Moisture: E I I I I I I
5.8 Percent I I I_ _ I_ I_
Optimum Moisture: H 114.0 �— — I I
11.0 Percent T I I I I I I
I I I I
Max. Dry Density: P
114.0 P.C.F.
@ Test Locations The I I I I
Density & Penetrometer F I I I I
Readings Indicate the 112.0 — )— — I — •—l._..J.._.. _.._
Degree of Compaction Meets I I I I I I
Minimum Required D I I I I I I
for Stak 9diPoumot ion. R I I I I I I
�'a>�� R�aHinT�a%en to Natural Grade. Y 111.0
8 9 10 11 12 13 14
N Moisture - % of Dry Weight
E.
• ' &fAT C
• a Skes.com
Fax �Iell to' Se Count Building Department
Y 9 p
''•. vNAL ti` ��..
nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/13/2018 15:15 772F� P��469 K5M ENGINEER PAGE 03/04
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KELLER, SGHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOx 78-1377, SEBASTIAN, FL 32978-1377 SEBA8TIAN (772) 589-012
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (3211768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-91393
C.A.: 5693 FAX (772) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION ,
SOIL COMPACTION REPORT
ASTM D 1557 and 1ASTM D 2922
March 12, 2018
1712-0741
Wynne Development
13933 Cedro
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB* - 180851-1 d/SS/dt
MAR 14 2018
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1..
N.W.
0" - 12" 50+ 108.7 114.0
95.4
2.
N. E.
IF 11 111.5 It97.8
3,
Center
11113.0 Ft99.1
4.
S.E.
It
112.1 it
98.3
5.
S.W.
" It110.5 go96.9
Soil Description:
Tan Sand
with Clay
W
In Place Moisture:
E
5.8 Percent
I
I
I I I I
I
Optimum Moisture:
H
11.0 Percent
T
�
I I 1 I
I I
Max. dry Density:
P
I
114.0 P.C.F.
@ Test Locations The
I 1 I I 1
Density & Penetrometer
Readings Indicate the
F
112.0
.•^ t— ...... ._...
Degree of Compaction Meets
I I I I I
Minimum Required
D
I
I I I I I
NIM
Qr3 d titian.
R
I
I I 1 I I
en to Natural Grade.
Y
111.0
•_.(_. _.I._.._I.^--�.._..� ..--..,
8
9 10 11 12 13 14
No,
Moisture - % of Dry Weight
;F, P.
File COPY
PARTIAL APPROVAL
to r r e
rd ishiakes.com
County Building Department
tt!�Lucie
Donald G. Keller, P.E.: 37293 / SI Lic. No.- 860 /
Julie F. Keller, P.E.: 68366
V v
Tl 0'® 9
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
DATE TESTED :
PERMIT #
CONTRACTOR
SOIL COMPACTION REPORT
ASTM D 1551 and ASTM D 2922
March 12, 2018
KSM JOB # : 180851 -1 d/SS/ct
P11 F r-.()Py
JOB LOCATION : 13933 Cedro
Spanish Lakes Fairways MAR 1 `6 20i�
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1712-0741
Wynne Development
1. N.W. 0" - 12" 50+
108.7 114.0
95.4
2. N.E. of of111.5
it97.8
3. Center If113.0
If99.1
4. S. E. If112.1
98.3
5. S.W. If
110.5
96.9
Soil Description:
Tan Sand
115.0
with Clay
W
I I I I I
I
In Place Moisture:
E
I I I I I
5.8 Percent.
I
I
Optimum Moisture:
H
I I _ I _ _I _
114.0 — �— — I I
I _
I
11.0 Percent
T
I I I I I
I
Max. Dry Density:
P
I I
I
114.0 P.C.F.
113.0
Test Locations The
I I I I I
Density & Penetrometer
F
I I I
I
Readings Indicate the
112.0 — �— — I ——I•—••--I•.—••
—...
Degree of Compaction Meets
I I I I I
I
Minimum Required
D
I I I I I
I
for StakodiPbUt41 bUgn.
R
I I I I I
I
RPe�t''Rc�tras•�eiS•�o Natural Grade.
Y
111.0
8 9 10 11 12
13 14
ti • �
Moisture - % of Dry Weight
dull F-.- Ke P. E. 7-;
. PrPAi' TATE OF,:.�g'
CFp�a ;'fHOu _P, 1RKes.com
Fa�t;� rtOr' �¢ne County Building Department
.. NA%_
-� ###11161aFMnald G. Keller, P.E.: 37293 / SI Lic, No.: 860 / Julie E. Keller, P.E.: 68366