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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 SCANNED
BY
ASTM D 1557 and ASTM D 2922 St. Lucie County
DATE TESTED April 23, 2019 KSM JOB # : 191593-1 d/CH/cv
PERMIT #
1902-0193
CONTRACTOR
Wynne Development
Recevso
JOB LOCATION
13944 Brazil Court
May p 9101
Spanish Lakes Fairways
Department
Fort Pierce, Florida
pa SYttL9 E `.
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX.DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 44
106.9
111.9
95.5
2. S.E.
51
107.5
96.1
3. Center
49
107.0
95.6
4. N.W.
55
108.1
96.6
5. S.W.
52
107.7
96.2
Soil Description:
Brown Sand with
113.0
I I I I
I
Some Shell
W
In Place Moisture:
8.0 Percent
I
G
112.0J_.._.---------------------------
Optimum Moisture:
H
I
I I I
I
11.0 Percent
T
Max. Dry Density:
P
I
I I I I
I
111.9P.C.F.
111.0
—•)_.. _..-4.._.. ..—..)_.._.
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the
1100T-'•
Degree of Compaction
Meets
Minimum Required
D
I I I I
for talc�dlF4W dation
R
I
I I I
I
��E. KF�r'%,
Y
109.0
•—•I
�` �'••"'� •'• d.
8
9 10 11 12
13 14
•
Moisture - % of Dry Weight
No3
blie er,
Lucie County Building Department
/1111 I 1 i l t" Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/25/2019 10:27 7725896469 KSM ENGINEERING
PAGE 01/02
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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) M-8876 E-Maii: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.:$693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 23, 2019
1902-0193
Wynne Development
13944 Brazil Court
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 191593-1 d/CH/cv
RECENEo
SCANNE® APR 2 51n'a
BY
St. Lucie County Pennitting DeP� .^
St. Lucie �" "
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" 44
106.9
111.9
95.5
2•
S.E.
51
107.5
96.1
3.
Center
49
107.0
95.6
4.
N.W.
55
108.1
96.6
5.
S.W.
52
107.7
96.2
Soil Description:
Brown Sand with
113.0 I I I I I
Some Shell
W
In Place Moisture:
E
8.0 Percent
Optimum Moisture:
I
G
112.0L..—.�_.._�._.. �..—..� ..—.�—.._
H
11.0 Percent
T
Max. Dry Density:
111,9 P.C.F.
p
j I I I I I
111.0 1 ..—.(—.. —.. (..�.. ..—. (_..—.
@ Test Locations The
C
Density & Penetrometer
F
Readings Indicate the
110.0 ••—•t ••-1•—••�••—••T• 1—"—'
Degree of Compaction Meets
Minimum Required
D
I I
for,Rt&Rdd'FbwPdation
.% '
R
Y
I I
109.0 -••—•I I I I I
—..—,.—..
&f-tiF(�r4�
'�-06"
�...—..i-...—.y—.. _.�
8 9 10 11 12 13 14
•-[L^/! ��W lei _ „4p
Moisture - °h of Dry Weight
County Building Department
1 I 1 t i 1" " Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 69366