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 March 13, 2018
PERMIT # 1712-0152
CONTRACTOR Wynne Development
JOB LOCATION 4 Ecuador Way
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180877-1 d/SS/ct
REGER"ED
MAR 2 0 2018
Permitting Department
St. Lucie County., FL
TEST LOCATION DEPTH * PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 48
113.6
116.0 97.9
2. S.W. it51
115.2
if99.3
3. Center 45
112.4
if96.9
4. N.W. 47
113.1
97.5
5. N.E. 45
112.5
97.0
Soil Description:
Brown Sand with Some Clay
117.0
I I I I
W
I
I I I I I
In Place Moisture:
E
I
I I I I I
8.6 Percent
I
I
I I I I I
G
116.0
Optimum Moisture:
H
11.0 Percent
T
I
I
I I I
Max. Dry Density:
P
I
I I
I I I I
116.0 P.C.F.
115.0 �.._.i_..
I
i _.._i._..i. _.. i .._...
@ Test Locations The
I I I I I
Density & Penetrometer
F
I I I I I
Readings Indicate the
114.0
Degree of Compaction Meets
I I I I I
Minimum Required
D
I I I I I
for StakegFawnoption.
R
I I I I I
to Natural Grade.
Y
113.0
Roar �# *_ 1
8
9 10 11 12 13 14
Moisture - % of Dry Weight
Ju #I . . r'__
e
TATE OF
lore County Building Department
Er�ai y �j fakes.com
At F We 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 PO, 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 1667 and ASTM D 2922
DATE TESTED March 13, 2018 KSM JOB # : 180877-1 d/SS/ct
PERMIT # 1712-0152
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 4 Ecuador Way
Spanish Lakes Country Club Village P>1AR 2 �+ 9018
Fort Pierce, Florida Permitting Departmen,
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.E. 0" - 12" 48
113.6 _ 116.0
97.9
2. S.W. if51
115.2 of99.3
3. Center If45
112.4 It96.9
4. N.W. if47
113.1 If
97.5
5. N.E. 45
112.5
97.0
Soil Description:
Brown Sand with Some Clay
117.0 i I I I I
1
W
I I I I I
I
In Place Moisture: E
I I I I
8.6 Percent I
I I I I I
G
116.0 —••—- —..I--
i .._...
Optimum Moisture: H
11.0 Percent T
I I I I I
I
Max. Dry Density: P
I I
1
116.0 C.F.
115.0
I I I I
I
@ Test Locations The
I I I I
I
Density & Penetrometer F
I I I I
I
Readings Indicate the
114.0
Degree of Compaction Meets
I I I I
I
Minimum Required D
I I I I
for We,"' F "`fttion. R
I I I I
I
fl tc°��to Natural Grade. Y
113.0
8 9 10 11 12
13 14
No.
Moisture - % of Dry Weight
I F
0�ia'
'5'a�d �. ',.S We County Building Department
I t� � ishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
03/14/2018 15:50 7725,Ag5469 KSM ENGINEER? G PAGE 02/04
IV OIL Ar
i L%LJJLVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PLO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-071z
PALM BEACH (561) $45-7445 . . www.ksmenginearing.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING-NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
$OIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : March 13, 2018
PERMIT # 1712-01 a2
CONTRACTOR Wynne Development
JOB LOCATION ; 4 Ecuador Way
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED - : Compacted Foundation Fill
KSM JOB # ; 180877-1 dISSlct
MAR 14 2010
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" -12" 48
113.6 116.0
97.9
2.
S.W
11 51
115.2
99.3
3.
Center
45
112.4 " .
96.9
4
N W
47
113.1
97.5
5.
N.E.
45
112.5
97.0
Soil Description:
Brown Sand with Some Clay
In Place Moisture:
8.6 Percent
Optimum Moisture:
11.0 Perceni
Max. Dry Density:
116.0 P.C.F.
�7o Test Locations The
,Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stakgg&yndation.
" Pott_' Vac $`'PMen to Natural Grade.
117.0 1 I I I I
W
G 116.0
1 I I I I I I
H
T ( I I I I
P 115.0 r
C i
F i
114.0 .._.1_—.I.—., l., ...J.._.. ._...
I I I I I 1
D I I I I I
R I I I I I I
8 9 10 11 12 13 14
� County Building Department
lakes.com
Moisture - % of Dry Weight
File Copy
PARTIAL APPROVAL
j "►•i��f filt'ti` ,�—Wald G. Keller, PE.: 37293 / SI Lio. No.: 860 / Julie E. Keller, PE.; 68366