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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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1657 and ASTM D 2922 BY
St. Lucie County
DATE TESTED March 11, 2019
PERMIT #
CONTRACTOR Wynne Development
JOB LOCATION 5 Cortez
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 191015-1 d/SS/ct
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50+ 110.9 113.3
97.9
2. S.W.
" IN
108.4
95.7
3. Center
ININ 111.7
98.6
4. N.W.
ININ
110.1 IN
97.2
5. N.E.
" 109.8 IN
96.9
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
7.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
114.0 I
I I
I I
W
E
I
G
113.0 L.._.�_.._�.
.. �..
..—.—..—.
H
I I
I 1
I I
T
P
j I
r..—.
112.0 I—.
I 1
_j.—...._..�
I I
.. ..j—..—.
C
j I
I I
I
•
F
111.0 .._.j_.._j._..�.._..
.._..j_..—.
D
R
I I
I I
I I
Y
110.0
8 9
10 11
12 13 14
Moisture - % of Dry Weight
13 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Z%16'3iV
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 Sb
LUCIE (772) 229-9093
C.A.: 5693
SCANNEFAX
(772) 589-6469
BY
St.
Lucie County
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
—REVISED
March 15, 2019
DATE TESTED
March 11, 2019 KSM
JOB # : 191015-1 d/SS/ct
PERMIT #
1902-0186 RECENED
CONTRACTOR
Wynne Development MAR 21 2019
RECEIVED
JOB LOCATION
5 Cortez Permitting Department
Spanish Lakes 1 St. Lucie county
MAR 2 1 niiu
Port St Lucie, Florida
Permlttln,'
=partrr
St.
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" 50+ 110.9 113.3
97.9
2. S.W.
108.4
95.7
3. Center
111.7
98.6
4. N.W.
110.1
97.2
5. N.E.
109.8
96.9
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
7.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I I I I I
W
E I I I I
I- I
G 113.01—.._.l_.._l. ..1.. L.._..I—.._.
H
T j 1 I I I
I I I I I
P 112.0 .._.i_. _i._.. i.._..� .. ..I .._.
I
c
F
111.0 7.._.I_.._I._..�.._..�.._..I_.._.
j I I I I I
D j I I I I I
R
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ilding Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/15/2019 10:30 7721f;b
KSM ENGINEER PAGE 01/
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TrePlkt
KELLER, SCHLEICHER & MacWILLLIIAM ENGINEERING AND TESTING, INC.
PALM BEAIN CH (sell aa5-7445 PO- BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
FAX (561) W-8876 www.ksmenginEering.net MELBOURNE (321) 768-8488
C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET S7 LUCIE (772) 229-9093
FAX (772)589.6469
SCAN
SOIL COMPACTION
REPORT
By
REVISED
ASTM D 1567 and ASTM D 2922 St.
March 15, 2019
Lucie County
DATE TESTED
March 11, 2019
KSM JOB*: 191015-1d/SS/ct
PERMIT #
1902-0186
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
5 Cortez
Spanish Lakes 1
MAR 15 2019
Port St Lucie, Florida
ITEM TESTED
Com acted Foundation
ST• Lucie County, perm(ttlnc
Fill
TEST LOCATION
OF SAMPLE
DEPTH PEN
DRY MAX. DRY
PERCENT
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E.
2. S.W.
0" - 12" 50+
110.9 113.3
97.9
3. Center
8.4
110.7
95.7
4- N.W.
1 10.1
98.6
S. N.E.
"
109.8
97.2
96.9
Soil Description:
Brown & Tan Sand
114.0 -
with Clay
I, I I I I
I
In Place Moisture:
I I I j
j
7.6 Percent
E
I ( I I
I
Optimum Moisture:
G
113.0 r---•[_.._l. ,.�..„_„j„•_-
11.0 Percent
H
T
I I I
Max. Dry Density:
113.3 P.C.F.
P
I I
1 I I I
112.0 .._-�_. —�._.. �.._..
I
I
.. ..� ..—.
@ Test Locations The
D
I
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
111.0 7----•I—.._(._...._.. j�.._.a_.._,
t
Minimum Required
D
I 1 1 I
I
fgC«9trd �'bu6yJation.
R
I I I I I
I
�� ��� '•ye
Y
11010-•---•i--•—i•—•• �.-_..r..—•
f—••—,
ffi G
8 8 10 11 12
13 14
1 • •P \l
Moisture - % of Dry weight
.,.
County Building Department
Ronald G. Keller, P.E.: 37293 / SI uc- No.: 860 1 Julie E. Keller, P.E.: 68366