HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 3-29-18C!IL Ar
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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 SCANNED FAX (772) 589-6469
BY SOIL COMPACTION REPORT
St Lucie Mhify ASTM D 1557 and ASTM D 2922
DATE" TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
March 13, 2018
1712-0717
Wynne Development
8 Isabella Lane
Spanish Lakes One
Port St. Lucie, Florida
KSM JOB # : 180878-1 d/SS/ct
RECEIVED
MAR 2 9 7018
Permitting Department
ITEM TESTED Compacted Foundation Fill St. Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 47 111.4 114.4 97.4
2. N.E. 47 110.9 to96.9
3. Center 48 112.5 98.3
4. S. E. 46 109.8 96.0
5. S.W. 49 112.7 98.5
Soil Description:
Brown and Tan Sand 115.0 I I I I I
with Clay W 1 I I I I
In Place Moisture: E I I I I I
7.3 Percent I I I I I I I
G 114.0 �.._.i_.._.i _i._. I.._.. i .._...
Optimum Moisture: H
11.0 Percent T I I I
I I I I I I
Max. Dry Density: p 1 1 1 1 I I
114.4 P.C.F. 113.0 .i _.._I._..i.. i ._...
C
@ Test Locations The
I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 112.0 — �——•I._.._l._..J.._..1 ._...
Degree of Compaction Meets I I I I I
MinimgW%Regtaifpd D I I I I I
forSf 0.17ldl Aran.
R 1 I I I I I
�v`P�l�r� ••��,to Natural Grade. Y 111.0 �— _.I_.._.1._.._I._..�.._..� .._..,
y u ed:'% 8 9 10 11 12 13 14
•
Moisture - % of Dry Weight
•
RPa • • ie County Building Department
Em'aal Bjr{p►1lshlakes.com
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/14/2018 15:50 7729P4.5469 KSM ENGINEER) PAGE 03/04
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KELLER, SCHLEICHER &.MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 - P-0, BOX 78-1377 SEBASTIAN, FL 32978-,1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwaksmengineeringmet MELBOURNE (321) 76M488
FAX (561) 845-8876 E-Maih KSMOKSMENGINEERING.NE-r ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-8469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : March 13, 2018
PERMIT # 1712-0717 -
CONTRACTOR : Wynne Development
JOB LOCATION : 3 Isabella Lane
Spanish Lakes One
Port St, Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180878-•1d/SSIct
MAR 14 2018.
TEST LOCATION DEPTH n PEN DRY MAX. DRY PERCENT
OF SAMPLt READ' DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" � 12" 47
111.4 114.4
97.4
2,
N.E.
47
110.9
96.9
3.
Center
48
112.5
98.3
4.
S.E.
" 46
109.8 "
96.0
5.
S.W.
" : 49
112.7
98.5
Soil Description:
Brown and Tan Sand
115.01
I I I I I
with Clay
W
In Place Moisture:
E
7.3 Percent
I I
I I ! 1
Optimum Moisture:
G 114.0—
H
11-0 Percent
T I
I l
Max. Dry Density:
P l
114.4 P.C.P.
113.0 ..�.i,
:. I....._;._..i.. .•_...
@ Test Locations The
Density. & Penetrometer
Readings Indicate the
F
112.0'
-- .---•I.�..—1,r,,�l.._..1.._...
Degree of Compaction Meets
I I I I I
Minimum Required
b f
I 1 I I I
for 90kwedeFloug4ation.
R I
I f I I I
dlsen to Natural Grade-
Y 111.0, �-
— t, , I �•--E•_..�.._...._..,
9 10 11 12 13 14
Moisture - % of Dry Weight
r Julie er, P.
rg F a1= `
". {>�P,S� u0is County Building
Department
copy
ay�
t
�'�, •�i � f�'i'shlakes.com
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''+,,, �..•W11 onaid G. Keller, RE.- $7293 / SI Lie. No.: 860 ) fiiie E. Keller, PE.: 68366