HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED TIP In'k 9
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KELLEAL118A- L Itt bHER & 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
April 20, 2018
1712-0735
Wynne Development
44 Ecuador Way
Spanish Lakes Country Club
Fort Pierce, Florida
KSM JOB # : 181370-1 d/SS/ct
RECEIVED
MAY ® 9 7018
Permitting Department
St. Lude 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" 42
107.8 112.0
96.3
2.
S.W.
1144
109.2 it97.5
3.
Center
of47
110.8 it98.9
4.
N.W.
it44
109.8
98.0
5.
N. E.
46
110.6
98.8
Soil Description:
Brown Sand
with Clay
In Place Moisture:
7.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimums jj@l,gi*,gV,`
for s40 #cW
j '� ' • .� fq Natural Grade
Fie -t1� u m '10
s •
s
113.0
W I
E I
G 112.0
H j
T I
I j
P 111.0—••—•�—••
C i
F
110.0_.I_.._.I._.._l._..J.._..1.._...
I I I I I I
D I I I I I I
R I I I I I I
9 10 11 12 13 14 15
P.4 L Ryp4;:
FaS�r 81 1b., County Building Department
Emai -tn: _a�rlshlakes.com
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 i
04/23/2018 14:00 7725896469 KSM ENGINEERING PAGE 03/06
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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.ksrnengineering.net MFLSOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMC@KSMENGINEERINO.NFT ST. LUCIE (772) 229-9093
5693 FAX (772) 589.6469
C.A.:
SOIL. COMPACTION REPORT
ASTIiM D 1557 and ASTM D 2922
DATE TESTED April 20, 2018
PERMIT # ' : 1712-0735
CONTRACTOR : Wynne Development
JOB LOCATION 44 Ecuador Way
Spanish Lakes Country Club
Fork Pierce, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 181370-1 d/SS/ct
RECEIVED
APR 2`4 7010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 42 107.8 112.0 96.3
2. S.W. 1144 109.2 9197.5
3. Center 1147 110-8 98.9
4. N.W. it44 109.8 98.0
5, N.E. 46 110.6 98.8
Soil Description:
Brown Sand 113.0 -1 I I I I 1
with Clay W I I I 1 I I
In Place Moisture: E I I I I I I
7.7 Percent I
G 112.0 1----..._.. _.. �..�.. .._...
Optimum Moisture: H T' [ I
12.0 Percent T
I I I I
ry
Max. D Density:
P 111.0
112.0 P.C.F. I ( I I I I
@ Test Locations The
Density & Penetrometer F I I
Readings Indicate the 110.0 1 — �——.I._••—l._..J.._..1.._...
Degree of Compaction Meets I I I I I I
Minimum Required D I I I I l
for SDI lI'�' �it#on. R I I I I ! I
i Grp to Natural Grade: Y 109.0 �——)—••_.I._.._}._.. �,.—..� ....-..,
`✓ ., 9 10 11 12 13 14 15
N . _ Moisture - % of Dry Weight
a
4 M
tW 3t'"County.Building Department
Wnithakes.com
I Julie E. Keller, PE.: 68366
�•- ;�� �-_ �.. 'fit.
4
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 April 20, 2018 KSM JOB # : 181370-1 d/SS/ct
PERMIT # 1712-0735
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 44 Ecuador Way APR 9 inlfl
Spanish Lakes Country Club
Fort Pierce, Florida Per"ttin9 Departrn,
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" 42
107.8
112.0
96.3
2. S.W. 44
109.2
of97.5
3. Center 47
110.8
98.9
4. N.W. 44
109.8
98.0
5. N.E. 46
110.6
98.8
Soil Description:
Brown Sand
113.0
with Clay
W
I
I I I I
I
In Place Moisture:
E
I
I I I I
I
7.7 Percent
I
Optimum Moisture:
G
H
112.0--.._.i_.._.j._.
_..i.._..
...........
i
12.0 Percent
T
I
I
I I I I
Max. Dry Density:
P
I I
�._.._�._.. �..
I
112.0 P.C.F.
111.0
—.�_..
1..— -
Test Locations The
j
I I I I
I
Density & Penetrometer
F
I I I
Readings Indicate the
110.0
— I— —•I._.._l._..J.._..1.._...
Degree of Compaction Meets
I
I I I I
Minimum Required
D
I
I I I I
for Stakg0,Fvotxadstion.
R
I I I I
I
* Pe ml SnA °bpvto Natural Grade.
Y
109.0
R@� U''.,e
9
10 11 12 13
14 15
Moisture - % of Dry Weight
ti' • . Eller e
id EOF • lV
•d dFl 'iGS�:• etounty Building Department
EN)j Ott s�atakes.com
spQn�A' ���'
�ra�sfill, O wKa' ld G. Keller, P.E.: 37293 / SI
Lic. No.: 860 /
Julie E. Keller, P.E.: 68366