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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) 845-88768CANNED E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 BY FAX (772) 589-6469
St Lucie C-60 y SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 16, 2018 KSM JOB # : 181305-1 d/SS/cv
PERMIT # 1712-0734
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 1 Cortez Lane
Spanish Lakes 1 MAY 0 9 ?nta
Port St. Lucie, Florida Permitting Departmew.
ITEM TESTED Compacted Foundation Fill St. Lucie Cpi�nt,.
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 46
110.3
115.0 95.9
2. S.W. 52
112.5
97.8
3. Center 53
113.6
98.8
4. N.W. 49
111.2
96.7
5. N.E. 46
109.9
95.6
Soil Description:
Brown and Tan Sand
116.0
I I I I 1
with Some Clay
W
I
I I I I I
In Place Moisture:
E
I
I I I I I
12.1 Percent
I
I
I I I I I
115.0
.._....._..�..—.._
Optimum Moisture:
H
10.8 Percent
T
I
I
I I I I
Max. Dry Density:
P
j
I I I I I
115.0 P.C.F.
•
114.0
_.�_. _.�._.._�._.. _.. .._...
I I I I I
@ Test Locations The
C
I
I I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
113.0
Degree 9f Compaction Meets
I I I I I
6ed
D
I I I I I
a � ',qon.
Aen to Natural Grade.
R
Y
112.0
.j� •�pr
8
9 10 11 12 13 14
F O
Moisture - IN, of Dry Weight
�• r
Lucie County Building Department
Err{�11dldi�y� spanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, RE.: 68366
%k 9
AVE
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 April 16, 2018
PERMIT # 1712-0734
KSM JOB # : 181305-1 d/SS/cv
CONTRACTOR Wynne Development
JOB LOCATION 1 Cortez Lane APR 9. �A111
Spanish Lakes 1 - -- .._. ,......_.. permitting De,:
Port St. Lucie, Florida St. Lucie Councy
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12"
46
110.3 115.0
95.9
2. S.W.: if52
112.5
97.8
3. Center.
53
11�3.6 `'
98.8
A N.W.
49
111.2
96.7
5. N.E.
46
109.9
95.6
Soil Description:
Brown and Tan Sand
116.0 I I I I
1
with Some Clay
W
I I I 1 I
i
In Place Moisture:
E
I I I I I
I
12.1 Percent
I
115.0 .._..�.._..y.._.._
Optimum Moisture:
H
10.8 Percent
T
I I I
I I I I I
I
I
Max. Dry Density:
115.0 P.C.F.
P
I I I I
114.0
I
@ Test Locations The
C
Density & Penetrometer
F
I I I I
I
Readings Indicate the
113.0 l._..J.._..1.._.._
Degree of Compaction Meets
I I I I
I
Mi - Qi vW" R1RF Ved
D
I I I I
I
e� 60p
R
I I I I I
I
,ln.
o� Ft'VI�s•• to Natural Grade.
Y
112.0
Respectff ' • (
8 9 10 11 12
13 14
V
Moisture - % of Dry Weight
F
:��, •�;�
• � Off•••;
;Lucie County Building
Department
Errs& i spanishlakes.com
Ronald G. Keller, P.E.:
37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
04/17/2018 14:52 7725896a69 KSM ENGINEERING PAGE 01/02
IV I! IL %/
KELLER, SCHLEICHER & Ma,cWILLIAM ENGINEERING AND
1=�A STAAN R , I C.
MARTIN (172) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 766-8488
PALM BEACH (561) 845-7445 www.ksmangineering.net S7 LUCIE (772) 229-9093
PAX (561) 845.8876 E-Mail: KSM@KSMENGINEEF31NG.NEr FAX (772) 589-6469
Q-A,. 6693
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED April 16, 2018
PERMIT # 1712-0734
CONTRACTOR Wynne Development
JOB LOCATION ; 1 Cortez Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181305-1 d/SS/cv
RECEIVED
APR 1 9.2018
Permitting Department
St. Lucie County
TEST LOCATION •
* PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 0" - 1211
46
110.3
115.0
95.9
2. S.W.
52
112.5
�
97.8
3. Canter "
53
113.6
98.8
4. N.W.
49
111.2
96.7
5. N. E.
46
109.9
95.6
Soil Description:
Brown and Tan Sand
116.0 .,
I t 1 I
1
with Some Clay
W
In Place Moisture:
E
I
j I I I
12.1 Percent
G
115.0
Optimum Moisture:
H
I
I
I
10.8 Percent
T
I 1
Max. Dry Density;
P
1
115.0 P.C.F.
C
@ Test Locations The
Density & Penetrometer
F
._.1_.._.I..�..�I._..�__�...1...r---
Readings Indicate the
113.0
I
I
Degree of Compaction Meets
I I
Mi
D
1 I I 1
I
n
R
Y
-to Natural Grade.
112.0 �- I— _ I _ —1'— •-I 4
y R e V
8
9 10 11 12
13 14
e
Moisture - % of Dry Weight
.
�s 4 ti
00
' Cie County Building Department
ErrtfON panishlakes. corn
F1C7nalc� G. I<r_Iler. i?F.::37283
/::f I_ic:.
Nt1.: B60 !
Julie E. Kc'llpr, P.E.. 68,3r,6