HomeMy WebLinkAboutKSM SOIL COMPACTION REPORRTRA% 5j 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 SCAN N l'= c) FAX (772) 589-6469
BY
St Lucie County SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 20, 2018 KSM JOB # : 19�EV&36-
1 d/SS/ct
PERMIT # 1712-0746
MAY 0 9 7018
CONTRACTOR Wynne Development Permitting Department
JOB LOCATION 11 Octavio St. Lucie County
Spanish Lakes Country Club
Fort Pierce, Florida
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" 37
108.6
112.0 97.0
2-. N.W. It45
108.7
97.1
3. Center if42
107.0
95.5
4. N.E. 40
106.8
95.4
5. S. E. 40
106.5
95.1
Soil Description:
Brown and Gray Sand
113.0
I I I I
W
I
I I I I I
In Place Moisture:
E
I
I I I I I
4.2 Percent
I
I
I I I I I
G
112.0—.._.i_.._.i
_. _..i.._.. i ._...
Optimum Moisture:
H
12.0 Percent
T
I
I
I I I I I
Max. Dry Density:
p
I
I_
�._.._�._.. �..
112.0 P.C.F.
111.0
_.�_.. .._...
I I I I I
Test Locations The
C
I
I I I I I
Density & Penetrometer
F
I I I
Readings Indicate the
110.0 �
I._.._l._..J.._..1.._.._
• • — • � — • — •. .
Degree of Compaction Meets
I I I I I
Minimum Required
D
I I I I I
for §takdd'P'6tm4ation.
R
I I I I I
9adn to Natural Grade.
Y
109.0
�.�
9
10 11 12 13 14 15
a• i i 1�.
No
Moisture - % of Dry Weight
w the eller,
Q IOC 4 e
�+ �' i� ;.k'� ie County Building Department
•••
� �riishlakes.com
��'9o81)1101AGO%nalcl G. Keller, P.E.: 37293/SI
Lic. No.: 860 /
Julie E. Keller, P.E.: 68366
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: KSMQKSMENGINEERING.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 April 20, 2018
PERMIT # 1712-0746
CONTRACTOR Wynne Development
JOB LOCATION 11 Octavio
Spanish Lakes Country Club
Fort Pierce, Florida
KSM JOB # : 181373-1 d/SS/ct
RECEIVED
APR 2.6 701A
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.
S.W.
0" - 12" 37
108.6 112.0
97.0
2.
N.W.
1145
108.7 it97.1
3.
Center
if42
107.0
95.5
4.
N.E.
40
106.8
95.4
5.
S. E.
40
106.5
95.1
Soil Description:
Brown and Gray Sand
113.0 I I I I I
W
I I I I I I
In Place Moisture:
E
I I I I I I
4.2 Percent
I
G
112.0
Optimum Moisture:
H
12.0 Percent
T
I I I I I
I
Max. Dry Density:
p
I I
I
�._.._�._.. �..
112.0 P.C.F.
111.0 .�..—.�_.. .._.._
I I I I I I
@ Test Locations The
C
I I I I I I
Density & Penetrometer
Readings Indicate the
IF
I I I
I._.._l._..J.._..1..—.._
110.0 � • • — • � — • — •.
Degree of Compaction Meets
I I I I I
Minimum Required
D
I I I I I
for Sta eh f;e Wation.
R
I I I I I
* P�eh'1`di4QLi`&pn to Natural Grade.
Y
109.0_•{_.._.I._.._I._..A.._..4.._..,
�
9 10 11 12 13 14 15
;• '
Moisture - % of Dry Weight
No.
® �sid� TrAT
10 �v
�' pSt'• County Building Department
�•. V .•
► �• y rtiiklakes.com
�e,a nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/23/2018 14:00 772589EdLO KSM ENGINEERING PAGE 06/06
X01k It
J i`
I1IJ VA
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND �g TESTING,
INC.
MARTIN (772) 337-7755 P0. BOX 78�-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 589-0712
PALM BEACH (561) 845-7445 www.ksmengincering.net � LUCIE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGtiINEERING.NET FAX (772) 229-9093
C.A.: 5693
SOIL COMPACTION REPORT
ASTM C11557 and ASTM D 2922
DATE TESTED : April 20, 2018
PERMIT # 1712-0746
CONTRACTOR Wynne Development
JOB LOCATION 11 Octavio
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 181373-1d/SS/ct
RECEIVED
APR 2'4 7018
Permitting Departrnm
St. Lucie Count,
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1,
S.W.
0" -12"
37
108.6
112.0
97.0
2.
N.W.
45
108.7
it97.1
3.
Center
42
107.0
It,
95.5
4.
N.E.
40
106.8
95.4
5.
S.I=.
40
106.5
95.1
Soil Description:
Brown and Gray Sand
In Place Moisture:
4.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
for��t IQ$N
4�.�+.i .,
* 441C! 1 .Natural Grade.
113.0 1 1 1 1 1 1
W
E 1 I I 1 I
I I I I 1 I I
G 112.0 �.._.i_.._.� _ i.._.. —...
N I I I I I I
T i
I I I
111.0
1 I I
G I I I I I I
F
110.0 .._.J—.._.1._.._ I.—..J.._..1_._...
I I I I I I
D I I I I I 1
R I I I I I I
9 10 11 12 13 14 15
Moisture - °% of Dry Weight
ro1ie County Building Department
ishlakes.com
Ronald G. Keller, P.E.: 37293 / 81 Lic, No.: 860 / Julie E. Keller, P.E.: 68366