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
PERMIT # 1712-0153
KSM JOB # : 181371-1d/SS/ct
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
55 San Luis Obispo
MAY 0 9 7018
Spanish Lakes Country Club
Permitting Departmen
Fort Pierce, Florida
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN DRY
MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 46
110.4 112.0
98.6
2. S. E. If51
111.6.
99.6
3. Center 9148
111.0
99.1
4. S.W. 45
109.8 "
98.0
5. N.W. 46
110.9
99.0
Soil Description:
Brown Sand
113.0 i I I I I
1
with Clay
W
I I I I I
I
In Place Moisture:
E
I I I I I
1
7.3 Percent
I
I I I I I
I
G_..i.._..
.._.._
Optimum Moisture:
H
i
12.0 Percent
T
I I I I I
I
I
Max. Dry Density:
112.0 P.C.F.
p
I I
I
111.0I I I I I
I
I
@ Test Locations The
Density & Penetrometer
F
I I I
Readings Indicate the
110.0
Degree of.Compaction Meets.
I I I I
I
Minimum Required
D
I I I I I
I
for Sta{�e4 f gyndation.
R
I I I I
I
;e�l'� clad Ss`T;0ken to Natural Grade.
Y
109.0
9 10 11 12 13
14 15
•• ``
',�
Moisture - % of Dry Weight
a 0•
ulie E. Ke
••.• E D 47
$t•IGie County Building Department
`'Ir
'@ca:•i rshlakes.com
4J'�oI"""
il) �Rbiiald G. Keller, RE.: 37293 / SI
���AJl���
Lic. No.:
860 / Julie E. Keller, RE.: 68366
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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) 845-8876 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 # : 181371 -1 d/SS/ct
PERMIT # 1712-0153
CONTRACTOR Wynne Development
JOB LOCATION 55 San Luis Obispo RECEIVED
Spanish Lakes Country Club
Fort Pierce, Florida OR 7Q19
ng De
ITEM TESTED Compacted Foundation Fill sr. LPerrn)ttiucie �,partme
6Fli�f
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 46
110.4 112.0
98.6
2.
S. E.
51
111.6. 1199.6
3.
Center
48
111.0
99.1
4.
S.W.
45
109.8 "
98.0
'5.
N.W.
46
110.9
99.0
Soil Description:
Brown Sand
113.0 I I I I I
with Clay
W
I I I I I I
In Place Moisture:
E
I I I I I I
7.3 Percent
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:
112.0P.C.F.
p
I I I
j
11I.0 _.�_.. �._.._�._.. �.. .._.._
@ Test Locations The
C
I I I I I I
Density & Penetrometer
F
I I I
Readings Indicate the
110.0I._.._l._..J.._..1.._...
Degree of Compaction Meets
Minimum Required
D
I I I I I
for St�aMgL fi%jndation.
R%
I I I I I
* Et�ri�R�a,ken to Natural Grade.
Y
109.0
t • •
9 10 11 12 13 14 15
Moisture - % of Dry Weight
'• No.
clI er. a
m I EOF
Mail tt t "le County Building Department
eWthlakes.com
I'll#,.�!'1�•��`�b`nald G. Keller, P.E.: 37293 / SI
Lic. No.:
.
860 / Julie E. Keller, P.E.: 68366
04/23/2018 14:00 77258?15" 9 KSM ENGINEERIN7—, PAGE 02/06
i%A;71VA,
KELLER, SCHIEICHER & 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 (661) 845-8876 E-Mail: KSM@KSMENGINEERING.NI=T ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6489
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 0 2922
DATE TESTED April 20, 2018
PERMIT # : 1712-0163
CONTRACTOR Wynne Development
JOB LOCATION 55 San Luis Obispo
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED ; Compacted Foundation Fill
KSM JOB * : 181371-1d/SS/ct
RECEIVED
APR 2.A 7111A
Permitting Departm,
St. Lucie Cam•'
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1,
N.E.
0" - 12" 46
110.4 112.0
98.6
2.
S. E.
51
111.6 of99.6
3.
Center
48
111.0
99.1
4.
S.W.
" 45
109.8 if98.0
5.
N.W.
46 •
110.9 to99.0
Soil Description_
Brown Sand
113,01 1 1 1 1 1
with Clay
W I I I I I I
In Place Moisture:
E I I I I I I
7.3 Percent
G 112.0
Optimum Moisture:
H
12.0 Percent
7
I I I I
Max. Dry Density_
P 1 I I I I I
112.0 P.C.F.
_.._1.,.. ;.. 1 .._..�
@ Test Locations The
Density & Penetrometer
F
�-_.l_...,.I._.__l._..J..—..1.._...
Readings Indicate the
110.0
Degree of Compaction Meets
I 1 f ! I
Minimum Required
D 1 1 I I I I
for S ON"' �l4n
R I I I I I
* 1' A,I�lla o Natural Grade.
Y 109.0
•' r.
9 10 11 12 13 14 15
•'
No ,�
P
Moisture •- % of Dry Weight
pJ�ji� a E_ •, ;
~Ide e
I`County Building
Department
EisAlakes.com
f
4,p14P fIl I00Ipibnald G. Keller, P.E.: 37293 / SI Uc, No.: 860 / Julie E. Keller, P.E.: 68366