HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT09/1V201e 12, 04 7725e9G4F`,r'-1. KSM ENGINEERING PAGE 01/01
SCANNEC)BY
Ste Lucie County �sAVAL
K LLEFt, SCHLEICHER & MacWILLIAM ENGINEER'
AND TESTING, INC,,
MARTIN AC 561) 845 P 0. BOX 78-1377, SEBASTIAN, FL 32978-1377 (772) 58e-0712
p/� M i3EACN (5G7) $45-7445 SE6ASTIAf�1
FA, (561) 846-8876 www•ksmengineering.net MELEOURNE. (321) 768-8488
C. .: 6693 E-Mail: KSM@KSMENGINEERiNG.NEr ST. LUOIE (772) 229-9093,
FAX (772) 589-6469,
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
IATE TESTED : September 7, 2018 KSM JOB # : 183088-1d/MHlcv
ERMIT # ; 1807-0693
ONTRACTOR : Wynne Development RECEIVED
]B LOCATION 48 Las Casitas SEP 10 9n1A
Spanish Lakes Country Club Village
Fort Pierce, Florida Permitting St.Luc Department
St. Lucie Cnl l-*
EM TESTED Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
1
2. S. E.
3. Center
4. N. W.
5J S.W.
DEPTH *PEN DRY
READ DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
U - IF 5u 109.E 114.4 95.8
52 112.1 98.0
50 1 110.4 It 96.6
50 109,E IF 95.8
50 109.7 if95.9
Sq it Description:
BrOwn Sand with
Shell Fragments
In Isce Moisture:
9. Percent
.06timurn Moisture:
12 Percent
M - Dry Density:
11,1..4 P.C.F.
@ est Locations The
De sity & Penetrometer
Re dings Indicate the
De ree of Compaction Meets
to Natural Grade.
115.0 I I I I I
W
E
i
H
T
P
113.0 .j..•.— I I•-�.,. _..a .. j—.._.
c I ! 1 I ► 1
F
D
R
Y
9 10 11 12 13 14 15
Moisture - % of Dry Weight
�I� I C V I'• '"•
.1*2 le County Building Department
anfshlakes.com
�rrr�ct�f,t�r
Ronald G. Keller. P .: 37293 / SI.1-ic. No.: 8F0 / juiie E. Koller, F11E.; 68366
KEL ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MART (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM EACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (5II 1) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 9 93 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DA E TESTED September 7, 2018 KSM JOB # : 183088-1 d/MH/cv
PERMIT # 1807-0693
CO'�TRACTOR Wynne Development
JO LOCATION 48 Las Casitas
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
RECEIVED
SEP 8 2018
Permitting Department
St. Lucie County
EST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
. E.
0" - 12" 50
109.6
114.4
95.8
2.
3. E.
1152
112.1
1198.0
3.
enter
50
110.4
If96.5
4.
.W.
50
109.6
to95.8
5.
�.W.
50
109.7
IT95.9
So I Description:
Br iron Sand with
Sh II Fragments
In I" lace Moisture:
9.3 Percent
Opt
mum Moisture:
Percent
M x. Dry Density:
114.4 P.C.F.
@ Fest Locations The
De isity & Penetrometer
Re dings Indicate the
De �Iree of Compaction Meets
MiIjimurn Required
for jUnstaked Foundation.
*. iA! kYAdinns Taken to Natural Grade.
115.0 I I I I
W
E
I I I I I
G 114.0 L.._
H
T
j I I I I
P 113.0
C
F
112.0 i _.�_.._�._..�.._.. r.._..j_.._.
D
R I I I I I I
E 9 10 11 12 13 14 15
I IT
Moisture - % of Dry Weight
Pr sident
'n'•F to:�*. Lucie County Building Department
nishlakes.com
���/ QNAL ? %%\;I Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366