HomeMy WebLinkAboutKSM COMPACTION REPORTSCANNEFU
BY IV OIL B
St Lucie County " 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 1657 and ASTM D 2922
DATE TESTED
April 20, 2018
KSM JOB # : 181374-1d/SS/ct
PERMIT #
1712-0743
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
135 Calle De Lagos
APR 217010
Spanish Lakes Country
Club
Permitting Department
Fort Pierce, Florida
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W.
0" - 12" 41
107.7
112.0
96.2
2. N.E.
If45
110.2
1198.4
3. Center
It47
111.1
it99.2
4. S.E.
45
109.4
97.7
5. S.W.
44
108.6
97.0
Soil Description:
Brown Sand
113.0
with Clay
W
I I I I I I
In Place Moisture:
E
I I I I I I
9.2 Percent
I
I I I I I I
G
112.0
Optimum Moisture:
H
12.0 Percent
T
I I I I I I
I I I
Max. Dry Density:
P
I
I I I I 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
Readings Indicate the
F
I I I
110.0 1._..J.._..1.._...
Degree of Compaction Meets
I I I I I
Minimum Required
D
I I I I I
for Staoa'1273 iidaton.
R
* �tto Natural Grade.
1o9.0Pai
$I
•.�
9 10 11 12 13 14 15
10
r
Moisture - % of Dry Weight
:Juli e' r P.E.
rTATE OF o
•
'l�� ��i�CountY Buildin Department
�4 �d 9
�
Ert`4aj' t i n ablakes.com
+J�'��aijsr+W� ald G. Keller, P.E.: 37293 / SI
Lic. No.:
860 / Julie E. Keller, P.E.: 68366
04/23/2018 14:00 7725896499 KSM ENGINEERING PAGE 05/06
IvOlkAff
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 wwwAsmengineering.nat MELBOURNE (321) 768-8488
FAX (561) W-8876 ST. LUCIE (772) 229-9093
E-Mail: KSM(�KSMENGINEEFiING.NE7' FAX (772) 589-6469
G.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 20, 2018
PERMIT # ; 1712-0743
CONTRACTOR Wynne Development
JOB LOCATION ; 135 Calle De Lagos
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted, Foundation Fill
KSM JOB # : 181374-1d/SS/ct
RECEIVED
APR 2,'4 i
Permitting Dep.•,,,nu,
St. Lucie C- • -1- -
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1, N.W. W -12" 41 107.7 112.0 96.2
2. N-E. 1145 110.2 1198.4
3. Center 47 111.1 it99•2
4. S.E. 45 109.4 it97.7
5. S.W. " 44 108.6 " 97.0
Soil Description;
Brown Sand 113.0 i I I 1 I 1
with Clay W i j 1 1 I i
In Place Moisture; E I j I I I 1
9.2 Percent I I j j j I i
G 112.0—.._.i�.--.�
Optimum Moisture: H I
12.0 Percent T I I I I I
I j I I
Max. Dry Density:
112.0 P.C.F. I I I I l I
G
@ Test Locations The j I I
Density & Penetrometer F
Readings Indicate the 110.0 -� I — • • — •I. _ • • _ j . _ .. J .. _ ..1.. _ .. .
Degree of Compaction Meets I I I 1 I
Minimum Required R
! I ! I ! I
for �taNl 7tftga,tion. j—
q'P�eM�ir nto Natural Grade. Y• 109.0.._.i_.. �.j._.._I._.,�.._..�... ,
9 10 11 12 13 14 15
- Moisture - % of Dry Weight
_.:loll.• Keller• � •
County Building Department
lakes.com
�,}•.-
+ff""..,41,161 onald G. Keller, P.E.: 37293 / SI Lie, No.: 860 1 Julie E. Keller, P.E.- 613366
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
PERMIT #
1712-0743
CONTRACTOR
Wynne Development
JOB LOCATION
135 Calle De Lagos
Spanish Lakes Country Club
Fort Pierce, Florida
KSM JOB # : 181374-1 d/SS/ct
RECEIVED
MAY ® 9 2018
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.
N.W.
0" - 12" 41
107.7 112.0
96.2
2.
N.E.
45
110.2 IV98.4
3.
Center
47
111.1
99.2
4.
S.E.
45
109.4
97.7
5.
S.W.
44
108.6
97.0
Soil Description:
Brown Sand 113.0
with Clay W I I I I I I
In Place Moisture: E I I I I I I
9.2 Percent I I I I I I I
G 112.0
Optimum Moisture: H
12.0 Percent T I I I I I I
I I I I
Max. Dry Density: p I I I I I I
112.0 P.C.F.
• I I I I I
C
@ Test Locations The
I I I I I I
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
for Stakg$ FWug wo, R I I I I I
o
* n. da i. o Natural Grade. Y 109.0
d• �; 9 10 11 12 13 14 15
' Moisture - % of Dry Weight
PA:
?:,r,4%c*6 County Building Department
Ema+� t�S�g`�,r�ishlakes.com
"'��90nald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366.