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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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
: March 15, 2018
1712-0710
Wynne Development
62 Mediterranean Boulevard E
Spanish Lakes 1
Port St. Lucie, Florida
Compacted Foundation Fill
KSM JOB # : 180931 -1 d/MH/cv
RECEIVED
MAR 21 2018
Permitting Department
St. Lucie County, FL
TEST LOCATION DEPTH
OF SAMPLE
* PEN
READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
54
114.3
115.1 99.3
2. S. E. of52
112.6
of97.8
3. Center of41
111.9
97.2
4. N.W. of53
113.4
98.5
5. S.W. of50
110.6
96.1
Soil Description:
Brown Clayed Sand
116.0
I I I I 1
with Shell Fragments
W
I
I I I I I
In Place Moisture:
E
I
I I I I I
7.6 Percent
115.0
Optimum Moisture:
H
10.8 Percent
T
I
I I I I
Max. Dry Density:
115.1 P.C.F.
P
I
114.0
I I I I I
@ Test Locations The
Density & Penetrometer
F
I I I I
Readings Indicate the
113.0
)——•I._••—l._..J.._..1.._...
Degree of Compaction Meets
I
I I I I I
Mininmro IIR1JAL yq'd
D
I
I I I I I
�tfq�n.
Y
to Natural
Grade.
112.0
— I—
' C fully S
8
9 10 11 12 13 14
' N —
Moisture - % of Dry Weight
�I►�ucie County Building Department
E I' t �panishlakes.com
Ronald G. Keller, P.E.:
37293 / SI Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
TIP Ca 11L 9
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
DATE TESTED
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 15, 2018
1712-0710
KSM JOB # : 180931-1d/MH/cv
CONTRACTOR Wynne Development .
JOB LOCATION 62 Mediterranean Boulevard E
Spanish Lakes 1
Port St. Lucie, Florida
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" 54 114.3. 115.1 99.3
2. S. E. 52 112.6 1197.8
3. Center 41 111.9 97.2
4. N.W. 53 113.4 98.5
5. S.W. 50 110.6 96.1
Soil Description:
Brown Clayed Sand 116.0 I I I I 1
with Shell Fragments W I j I I I I
In Place Moisture: E I j I I I I
7.6 Percent
Optimum Moisture: H 115.0
10.8 Percent ti T I I I I I
I I I I I I
Max. Dry Density: P I I I I I
115.1 P.C.F.-
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 113.0—••—•I._.._l._..J.._..1.._.._
Degree of Compaction Meets I I I I I
Minir�ryu��►�������� D I I I I I
M ��'®�. R I I I I I I
Pam-' to Natural Grade. 112.0
Res'pa u m 8 9 10 11 12 13 14
IV 6 366 Moisture - % of Dry Weight
cie County Building Department
Em �q.t ��anishlakes.com
Ronald G. Keller, P.E.: 37293 ! SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366