HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTr4
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KELLER, SCHLEICH,ER & 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
St Lucie County SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 13, 2018 KSM
PERMIT # 1712-0717
CONTRACTOR Wynne Development
JOB LOCATION 3 Isabella Lane
Spanish Lakes One
Port St. Lucie, Florida
MAR 2 0 2018
Permitting Department
St, Lucie County, FL
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" 47
111.4
114.4
97.4
2. N.E. 1147
110.9
If96.9
3. Center 48
112.5
If98.3
4. S.E. 46
109.8
96.0
5. S.W. a 49
1112.7
98.5
Soil Description:
Brown and Tan Sand
115.0
with Clay
W
1
I I I I
I
In Place Moisture:
E
I
I I
7.3 Percent rIG
114.0Optimum
Moisture:
H
11.0 Percent
T113.0
\�_
Max. Dry Density:
P
I
1 1_
'114.4
P.C.F.
"—'
_
I II@
�
Test Locations The
Density & Penetrometer
Readings Indicate the
F
112.0
I I I I
Degree of Compaction Meets
I I I I
I
Minimum ff 29uired
D
I I I I
I
fot,8t&a �� d K +`rit#4tion.
ltgn
R
Y
I I I I
I
� inl to Natural Grade.
111.0
L•'
et�e
8
9 10 11 12
13 14
No.
Moisture - % of Dry Weight
pl
• 1 '"' •.�Z e
i n
�• ;.•••iSo' cie County Building Department
� �31+�P s �nishlakes.com
Ronald G. Keller, P.E.: 37293 / SI
Lic. No.: 860 /
Julie E. Keller, P.E.: 68366
03/21/2018 16:09-77258964�Q KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & May.WILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 pO. BOX 7$-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 580-0712
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.: 5693 FAX (772) 569-6469
REVISED
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM IJ 2922
March 21, 2018
March 13, 2018
1712-0717
CONTRACTOR : Wynne Development
JOB LOCATION :
8 Isabella Lane
Spanish Lakes One
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180878-1d/SS/ct
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12" 47
111.4
114.4
97.4
2.
N.E.
47
110.9
It96.9
3.
Center
48
112.5
ti98.3
4.
S.E.
" 46
109.8
96.0
5,
S.W.
49
112.7
98.5
Soil Description:
Brawn and Tan Sand
with Clay
In Place Moisture:
7,3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings indidate the
Degree
Minima` cf(1
for 51t
ubmitted,
115.0 1 1 1 1 1 1
W I I I I I I
E I 1 I l
I I I I 1 I I
G 114.0 �.. ,.�_.._.i ._i.. I...... i .._...
H I I I I
T i
P 113.0 .._.i_.. ....._i._.. ;.. i .._...
C I 1 I { I
F
112.0 ...,.1_.._.I._.._l._.. 1, — .1.._...
I I I I [
R I I I I I 1
Grade. Y 111.0
8 9 10 11 12 13 14
l
TE
Ro I�
Fax a d M rCounty Building Department-
Em i to: dotty@spanishiakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - °% of Dry Weight
/ Julie E- Keller, P.E.: 68366