HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, 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 20, 2018 KSM JOB # : 181375-1 d/SS/ct
PERMIT # 1712-0712
RECEIVED
CONTRACTOR Wynne Development
JOB LOCATION 10 Villa Maria MAY 0 9 7018
Spanish Lakes Country Club SCANNED Permitting Department
Fort Pierce, Florida BY ` St. Lucie County
ai LUC;IF (° "I
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" 44
108.2
110.0 98.4
2. N.W. If41
105.3
to95.7
3. Center 43
107.9
98.1
4. N. E. 44
109.1
99.2
5. S.E. If39;
104.8
95.3
Soil Description:
Brown and Gray Sand
111.0 i
I I I I 1
with Traces of Clay
W
I
I I I I I
In Place Moisture:
E
I
I I I I I
7.3 Percent
I
I
Optimum Moisture:
H
110.0 �--
I_ _ I_ I_ I_ I
— I I
12.0 Percent'
T
I
I
I I I I I
Max. Dry Density:
P
I I I
�._.._�._..
110.0 P.C.F. '
109.0
_.�_. _ .. _.. .._...
@ Test Locations The
C
I
I I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
108.0
— )— — I — •—l._-.J..—•- —.._
Degree of .Compaction Meets
Minimum Required
D
I I I I
for Stortigp.
R
I I I I I
%Ro rt%* dig . fa�ceh.�o Natural Grade.
Y
107.0
•
9
10 11 12 13 14 15
Moisture - % of Dry Weight
O' o
4
� �•' IfAt ' '*County Building Department
. f
Em�3 �sp�ishlakes.com
�0l�Q)d1lC!l�i��,e
Ronald 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: 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 20, 2018 KSM JOB # : 181375-1 d/SS/ct
PERMIT # 1712-0712
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 10 Villa Maria APR 2,6 ,mn
Spanish Lakes Country Club
Fort Pierce, Florida Pe St. LucDeFe
St. Lucie Cor mh,
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" 44
108.2
110.0 98.4
2. N.W. 1141
105.3
1195.7
3. Center 43
107.9
98.1
4. N.E. 44
109.1
99.2
5. S. E. 39,
104.8
95.3
Soil Description:
Brown and Gray Sand
111.0
with Traces of Clay
W
I
I I I I I
In Place Moisture:
E
I
I I I I
7.3 Percent
I
Optimum Moisture:
H
110.0
12.0 Percent
T
I
I
I I I I I
Max. Dry Density:
P
I I I I
110.0 P.C.F.
@ Test Locations The
C
I
i
I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
108.0
— �— — I—••—l._..J.._.. _...
Degree of .Compaction Meets
I
I I I I
Minimum Required
D
I
I I I I I
for Stakeq,Fgpndation.
R
I
I I I I I
oaken to Natural Grade.
Y
107.0 �-
— a— — I — —I — — •-I —
���
9
10 11 12 13 14 15
q=
Moisture - % of Dry Weight
_-
Jule
Mail OF St'A,fc*ate County Building Department
t r�islilakes.com
�'0IoNA1_
o,&?anald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 /
Julie E. Keller; P.E.: 68366
04/23/2018 14:00 7725895dGq KSM ENGINEERING- PAGE 04/06
iMIJAVAL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 P.O. BOX 78-1377, SESASTIAN, FL 32978•-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.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 20, 2018
PERMIT # : 1712-0712
CONTRACTOR Wynne Development
JOB LOCATION 10 Villa Maria
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED • Compacted Foundation Fill
KSM JOB # : 181375-1d1SS1ct
RECEIVED
APR -2 4 71`119
Permitting Departmenr
St. Lucie County
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 44
108-2 110.0
98.4
2,
N. W.
1141
105.3 1195.7
3.
Center
It43
107.9 "
98.1
4.
N.E.
of44
109.1
99.2
5.
S.E.
1139.
104.8
95-3
Soil Description:
Brown and Gray Sand
with Traces of Clay
W
I I I I 1
In Place Moisture:
E
7.3 Percent
Optimum Moisture:
H
12.0 Percent:
T
I I i 1
Max. Dry Density:
P
11o.o P.C.F.
I f I I
@ Test Locations The
c
I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
10g.o i ••—•1_.._.I,_,, ,l._..�J.._.. _,..
Degree of Compaction Meets
I I I I I
Minimum F eguired
D
I I 1 I I I
for 1MAu F i #ion.
R
l I I I I
I o Natural Grade.
v
1o7.D -l— _.I_.._.{....._I._.. �.._...I .._..,
+. A
9 10 11 12 13 14 15
pulp
Moisture - % of Dry Weight
County Building Department
�r1"fshlakes.com
rr�r%1f1 iR�'_ Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 I Julie E. Keller; RE: 68366