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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 V72) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMC KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SCANNED
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. Lucie County
REVISED April 29, 2019
DATE TESTED April 19, 2019 KSM JOB # : 191569-1d/MH/ct
PERMIT # 1903-0594
CONTRACTOR Wynne Development
JOB LOCATION 35 Alhambra
Spanish Lakes One
Port St Lucie, Florida
RECENED
MAY 0 9 2019
Permitting Department
St. Lucre County.
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12"
51
111.2
115.2
96.5
2. N.W.
53
113.4
98.4
3. Center
51
111.6
96.9
4. S. E.
52
112.0
97.2
5. N.E.
50
110.7
96.1
Soil Description:
Brown Sand with
116.0
I I I I
I
Traces of Clay & Shell
W
In Place Moisture:
E
8.4 Percent
I
G
115.01-.._.�—.._�.—
.�.. ..� ..—.�—.._.
Optimum Moisture:
H
j
I I I I
I
11.0 Percent
T
Max. Dry Density:
P
j
114.0 1-••_.{_..
I I I
{._.. �..—...-...
I
115.2 P.C.F.
C
@ Test Locations The
Density & Penetrometer
F
Readings Indicate the
113.0
—•I_"—I'— '� '—' T "—"I—"—
Degree of Compaction Meets
Mi`'IVr, equired
D
I
I I I I
I
`�ibal¢�Etb[i�+lation
Y
112.0
I I I I
I
r //
8
9 10 11 12
13 14
No,
Moisture - % of Dry Weight
u i J
r I p Lucie County Building
Department
wyn nebc. com
++o
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
04/29/2019 09:50 772589FsI KSM ENGINEERINCe PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN ACC 337.7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN 772 589-0712
PALM BEACH (561) 845.7445 ( )
FAX (561) 845-8876 www.ksmanginecring.net MELBOURNE (321) 766-646a
C.A.: 5693 E-Mail: KSMRKSMENGINEERING.NET ST. LUCIE (772) 229-g093
_ FAX (772) 589-6469
REVISED :
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 29, 2019
April 19, 2019 KSM JOB #; 191569-1dIMH/ot
1903-0594
Wynne Development
35 Alhambra
Spanish Lakes One
Port St Lucie, Florida
TEST LOCATION DEPTH
OF SAMPLE
1. S.W. W _ 12^
2. N.W.
3. Center
4. S,E.
5. N.E.
Soil Description:
Brown Sand with
Traces of Clay & Shell
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
RECEIVED
SCANNED
BY APR .2 9 2019
8t. LUCIE! County permitting Department
Gt. Lucie County
N DRY MAX. DRY PERCENT
ND DENSITY PROCTOR VALUE COMPACTION
1'11.z 115.2
96.5
113.4
BS 4
111.6
96.9
112.0
97.2
110.7
96.1
116.0 I I 1 I I
W
E I I I I I I
I
G 115.0 L..�.j_..,�._ ..,.��.._.
H I I I I
T I I I I I
j I I I I
P 114.0 I�.. I.�....—.. �.. ..j_.,,.
r.._.
j I I I I I
F
113.0 .._.I`.._�._.. �..,..T..,,�_,.
D
R I I I I I I
Y 112.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
r1I I11i"' Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366