HomeMy WebLinkAboutKSM Soil Compaction Report02/16/2018 15:46 772589W�P KSM ENGINEERING PAGE 02/02
1j V
KELLER, SCHLEICHER & MacWII;LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 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: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.; 6693 ' FAX (772) 589-6469
SOIL COMPACTION REPORT
A,STM D 1557 and ASTM D 2922
DATE TESTED
February 15, 2018
PERMIT #
1711-0376
CONTRACTOR
Wynne Development
JOB LOCATION :
22 Danzar
Spanish L-akes.Country Club
Fort Pierce, Florida
KSM JOB # : 180537-1 d/SSIct
ITEM TESTED Compacted Foundation Fill _
FEB 16 2018
TEST LOCATION DEPTH
* PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" -12"
40 108.7 110.7 98.2
2. S.W. "
32 105,8 11 9&6
3, Center If36
106.6 to96.3
4. N.W. It39
107.4 97.0
5. N. E.
33 105 9. " . 95.7
Soil Description:
Brown Sand
112.01 1 I I I 1
with Some Clay
W I I I I I I
In Place Moisture:
E I
6.3 Percent
1 111.0 .._..-
Optimum Moisture,
H
11.0 Percent
T 1 I I I 1
110.0 +-.._.ir.- _j._. .1..._...
Max. Dry Density:
P I I I I I
110.7 P.C.F.
C 109.0 .i--.. ^.�—. _.j._.._f. _�-. 1..._...
@ Test Locations The
I I l I I
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
108.0
I I
Minimum Required
R !
for jpg@a Foundation.
Y
,jR 6tr,-TTaken to Natural Grade. 107.0
.'a ed:
9 9 .10 11 12 13 14
•'• -•
Moisture - % of Dry Weight
~y:
s NO' . '�'�
File Copy
=
PARTIAL APPROVAL
y
Co.
i„ticie County Building Department
ishlakes.com
.fionald G. Keller,, PE.:
37293 / SI Lio. No.; 6B0 ! Julie t, Keller, RE.: 6836E
v I's \r, A
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 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
February 15, 2018 KSM JOB # : 180537-1 d/SS/ct
1711-0376
Wynne Development
22 Danzar
Spanish Lakes Country Club
Fort Pierce, Florida
Compacted Foundation Fill
TEST LOCATION
DEPTH * PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S. E.
0" - 12" 40
108.7 110.7 98.2
2. S.W.
if32
105.8 we95.6
3. Center
is36
106.6 96.3
4. N.W.
of39
107.4 97.0
5. N. E.
33
105.9. 95.7
Soil Description:
Brown Sand
112.0
with Some Clay
W
I I I I I I
In Place Moisture:
E
I I I I I I
6.3 Percent
111.0 }-.._.t_.._.L_.._I._..�.._.. r.._.._
Optimum Moisture:
H
I I I I
11.0 Percent
T
I I I I I I
110.0 4—
Max. Dry Density:
p
I I I I
110.7 P.C.F.
@ Test Locations The
C
109.0-
Density & Penetrometer
F
I I I I I
Readings Indicate the
I I I
Degree of Compaction Meets
108.0 L••—•I—••—•I•—••—I•—•--I••—•• — -
Minimum Required
D
I I I I I
for Staked Foundation.
R
I I I I I
* aaaaaarae.
P t1. d' S'%E ken
to Natural Grade...
Y
107.0 — I— — I — —I — —I — -4-
�teso�rha
8 9 10 11 12 13 14
Moisture - % of Dry Weight
a
er,
'psi
.ak ail�F: S( $e County Building Department
lit• �C� • ' n, hlakes.com
S7O�JA U Rd'liaid G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 15, 2018 KSM JOB # : 180537-1 d/SS/ct
PERMIT # 1711-0376
CONTRACTOR Wynne Development
JOB LOCATION 22 Danzar
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 40 108.7 110.7 98.2
2. S.W. 32 105.8 95.6
3. Center 36 106.6 96.3
4. N.W. 39 107.4.. 97.0
5. N.E. 33 105.9: 95.7
Soil Description:
Brown Sand 112.01 I I I I
with Some Clay W
In Place Moisture: E I I I I I
6.3 Percent I 111.0 �— — — — — • • -
I_.
Optimum Moisture: H I I I I I
11.0 Percent T I I I I I
110.0 �.._._.._ _f._. _...t.._...
Max. Dry Density: P I I I I
110.7 P.C.F.
@ Test Locations The C 109.0-
Density & Penetrometer F I I I I
Readings Indicate the I
Degree of Compaction Meets 108.0-
Minimum Required D l I I I I I
for °WkedsRoupdation. R I I I I I
r�1 2R52 ' �t� cen to Natural Grade. Y 107.0
8 9 10 11 12 13 14
No m Moisture - % of Dry Weight
eller
E OF
cie County Building Department
brdo `$ ishlakes.com
NALv°
`�onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 ! Julie E. Keller, P.E.: 68366