HomeMy WebLinkAboutKMS Soil Compaction ReportZ%1jra
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 ww.w�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
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 30, 2018
1711-0350
KSM JOB # : 181106-1 d/MR/cv
CONTRACTOR Wynne Development RECEWED
JOB LOCATION 75 Calle de Lagos APR l 9 2010
Spanish Lakes Country Club
Fort Pierce, Florida 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.E. 0" - 12" 41
103.2 107.7 95.8
2. N.W. 43
104.1 96.7
3. Center 44
105.0 97.5
4. S.E. 44
104.3 96.8
5. S.W. 41
103.6 96.2
Soil Description:
Gray Sand
109.0 I I I I 1
W
I I I I I I
In Place Moisture:
E
I I I I I I
5.8 Percent
I
108.0 }— _.I_.._.I._.._1._..-1.._.. .._.._
G
I
Optimum Moisture:
H
I I I I
12.0 Percent
T
I I I I I I
107.0 t—.._.j_.._.�. _._.. _...._.._
Max. Dry Density:
p
I I I I I
107.7 P.C. F.
I I I I I
@ Test Locations'The
C
106.0 1—.._.�_. _.�._.._f._..�.._ .._.._
Density & Penetrometer
F
I I I I I
Readings Indicate the
I I I I
Degree of Compaction Meets
105.0—
Mi '1904 1�1i .
D
I I I I I
on.
R
I I I I I
to Natural Grade.
104.0
RV s 11 its d =
r
9 10 11 12 13 14 15
O.
Moisture - % of Dry Weight
ucie County Building Department
Ema�l��bq{ gt�panishlakes.com
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 March 30, 2018
KSM JOB # : 181106-1 d/MR/cv
PERMIT # 1711-0350
RECEIVED
CONTRACTOR Wynne Development
APR 0 9
JOB LOCATION. 75 Calle de Lagos
Permitting. Department
St. Lucie County
Spanish Lakes Country
Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 41
103.2
107.7 95.8
2. N.W. 43
104.1
96.7
3. Center 44
105.0
97.5
4. S. E. 44
104.3
96.8
5. S.W. 41
103.6
96.2
Soil Description:
Gray Sand
109.0 i
I I I I 1
W
I
I I I I I
In Place Moisture: E
5.8 Percent I
108.0
_ .. _ :. _ .. _ _
I I I ,.._..7.._.._
G
Optimum Moisture: H
I
I I I I
12.0 Percent T
I
I I I I I
107.0 �.._.i_.._.j. _�._.. _.. t.._.._
Max. Dry Density: P
107.7 P.C.F.
1
I I I I I
@ Test Locations The
Density & Penetrometer F
I I I I I
Readings Indicate the
I I I I
Degree of Compaction Meets
105.0—
Minimum Required D
I I I I I
for WOtiSf 68159wndation. R
I I I I I
en to Natural Grade. Y
104.0 I—
— 1——
``�
9
10 11 12 13 14 15
' V
'-
N 0
Moisture - % of Dry Weight
Julie E. a er,
.$rp
cie County Building Department
tlotil�driishlakes.com
��//'NA11
1, `° Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
04/02/2018 14:10 772584
KSM ENGINEERIJ*
PAGE 03/03
IVC!ILr
Z%S->AV&
KEI,LER, 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.ksrnengineeHng.net
MELBOURNE (321) 768-8488
FAX (561) 846-8876
E-Mail., KSM@KSMENGINEERING.NET
S7 LUCIE (772) 229-9093
C.A.: 5093
FAX (772) 589.6469
SOIL. COMPACTION REPORT
ASTIVI D 1667 and ASTM D 2922
DATE TESTED March 30, 2018 KSM JOB # . 181106-1 d/MR/cv
PERMIT # 1711-0350 RECEIVED
CONTRACTOR Wynne Development APR 0 4 2018
JOB LOCATION 75 Calle de Lagos Permitting Department
Spanish Lakes Country Club St. Lucle County
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
--
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" -12" +41
103.2 107.7
95.8
2. N.W. 43
104.1 ''
96.7
3. Center 44
106.0
97.5
4. S.E. 44
104.3
96.8
5. S.W. 41
103.6
96.2
Soil Description:
Gray Sand
109.01 I I I I
1
In Place Moisture: W
I 1 I l (
I
5.8 Percent I
108.0 +-
Optimum Moisture: G
12.0 Percent T
4-- ------
Max. Dry Density: P
107.7 P.C.F.
1II
Al
0
@ Test Locations The
110067..00
_.
.. .-
_...
Density & Penetrometer IF
Readings Indicate the
Degree of Compaction Meets
105.0 •t- (� - I - �j -I _...}.._.._
Minimum Required D
I I ( 1
I
for�V00OR9 ndation. R
I I l I I
I
w Ben to Natural Grade. Y
104.0 �- j- _ ._.._F._....j..�
.. E -•- .�
9 10 11 12 13
14 15
L • �
• 1
No 4 -, %-
Moisture - % of Dry Weight
1i.11ie E er. P.E • _
I O r
1 :1 l le County Building Department
ishlakes.com
rNA, I r e►'Nonald G. Keller, P.E.. 37293 / 31 Lie..
No.; 860 / Julie E. Keller. P.E.: 68366