HomeMy WebLinkAboutKSM SOIL COMPACTION CODESCANNEDBY
St Lucie Count/ ` ze C!'® Ar
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 March 13, 2018 KSM JOB # : 180876-1 d/SS/ct
PERMIT # 1712-0724
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 85 Calle De Lagos
Spanish Lakes Country Club Village �Ag 2 91A18
Fort Pierce, Florida Permitting Departmei
St. Lucie Count
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" 45
112.0 116.0
96.6
2. S.W.
47
113.5
97.8
3. Center
50
114.2
98.4
4. N.W.
48
113.8
98.1
5. N.E.
44
111.6
96.2
Soil Description:
Brown Sand with Some Clay
117.0
In Place Moisture:
w
E
I I I I I
I I I I I
6.1 Percent
I
l I I
Optimum Moisture:
G
H
I I I
116.0-
11.0 Percent
T
I I I I I
I
Max. Dry Density:
116.0 C.F.
P
I I I I I
— —.._� _.. _.. .._...
115.0 �— — �— I
I I I I I
@ Test Locations The
C
l I I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
114.0 — �— — I — —I — • —I • • — • • — • • -
Degree of Compaction Meets
I I I I I I
Minimurq,R@gtbiFV4�
D
I I I I I
for td ft'6t;,o
R
I I I I I
y�5ta
*,1� r•,••'• 'to Natural Grade.
Y
113.0--.._.(_.._.I._.._I._..�.._.. ..—•.,
,#des a ly ub i g : �;
8 9 10 11 12 13 14
'.
Moisture - % of Dry Weight
.. ai i 0 .•
C clime County Building Department
F�2% ailo!datf'i6lakes.com
EmSki ��#t�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/14/2018 15:50 772589r,¢cq KSM ENGINEERING PAGE 01/04
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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) W-7445 Www,ksmen ineerin net MELBOURNE (321) 768-8468
FAX (561) 845-8876 E-Mail: KSM@KSMENGIN ERING.NET ST. LUCIE (772) 229�9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
SOIL. COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 13, 2018
1712-0724
Wynne Development
JOB LOCATION 85 Calle De Lagos
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180876-1 dlSSlct
LIAR 14 2018
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
(i" -1 211 45
112.0 116.0
96.6
2.
S.W,
47
113.5
97-8
3.
Center
50
114.2
98.4
4.
NW
48
113.8 IT98.1
5.
N. E.
44
111,E IT
96.2
Soil Description:
Brown Sand with Some Clay
In place Moisture:
6.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.0 P.C.F.
Qa Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stal�TAJFpundatlon.
'',1�4� Ne, i Token to Natural Grade.
117.0 I I I I
W I I I I I
E I ! I I 1
I I ! I I I
G
H I I I I
T ;
I ! I I
I
I I I I
C i
F
114.0
1 I i I I
D I I I I I I
R I I I I I I
8 9 16 11 12 13 14
Moisture - % of Dry Weight
File COPY
ICY � 'n /"'1 Q 0` p A1—
r 1� _
die County Building Departrih�ntT � r
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, I? E.: 68366
L-7 Ava
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 March 13, 2018 KSM JOB # : 180876-1 d/SS/ct
PERMIT # 1712-0724
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 85 Calle De Lagos MAR 2 0 2018
Spanish Lakes Country Club Village
Fort Pierce, Florida Permitting Department
ITEM TESTED Compacted Foundation Fill St. Lucie County,FL
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 45
112.0 116.0
96.6
2.
S.W.
47
113.5 if97.8
3.
Center
50
114.2 It98.4
4.
N.W.
48
113.8
98.1
5.
N.E.
44
111.6
96.2
Soil Description:
Brown Sand with Some Clay
117.0 I I I I I
In Place Moisture:
W
E
I I I I I I
I I I I I I
6.1 Percent
I
Optimum Moisture:
G
H
116.0
I I I I
11.0 Percent
T
I I I I I
I
Max. Dry Density:
P
I I I I I
j
116.0 P.C.F.
115.0 I I I I
@ Test Locations The
C
I I I I I
j
Density & Penetrometer
F
I I I I I
Readings indicate the
114.0 — �— — I — •—l._..J.._.. _...
Degree of Compaction Meets
I I I I I I
Minimum Required
D
I I I I I
for State' o gn.
*����
R
Y
I I I I I I
Natural Grade.
113.0-.._.{_.._.1._.._4._..�.._.....—..,
[Ze �C __ :P�: ��
8 9 10 11 12 13 14
l 0
Moisture - % of Dry Weight
J • t i' r
EOF,.�:��
' «v
%
x : ,s.,fF;tce County Building Department
Em'aj !� Wllakes.com
'•y��"�Q'19`'Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366