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T' CA 1 t ENGINEERING
11345 U -S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958i1CJ
j� AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
November 2, 2020 KSM JOB #:
205486-1d/CF/cv
PERMITM
2008-0803 NUC#
234
CONTRACTOR:
Wynne Development Corp. Nuc Model:
MC -DR
JOB LOCATION:
2 Mediterranean Boulevard S. Nuc Serial M
MD60308234
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
0" - 12" 45 108.2 110.9
97.6%
2. N.W.
50 109.5
98.7%
3. Center
45 107.9
97.3%
4. N.E.
50 109.1
98.4%
5. S.E.
45 108.7
98.0%
Soil Description:
112.0 1 I I I I
I I I
Brown Sand
W
E I I I I
f I I
In Place Moisture:
G
8.8%I
1 I I 1
T110.0 � ..
I 1 I
�.._.'
Proctor Optimum Moisture:
12.0%
I I I I I
I I I
Proctor Max. Dry Density: P.C.F.
108.0 i ..i.._i._ .� ..i.._
_..i ..
1 10.9
I.._.
@ Test Locations the Density & F
107.0 I
—"--' — : — — — —
Penetrometer readings indicate the
Degree of Compaction Meets D I I
106.0
Minimum Requirement R I I I I I I I I
for Unstaked Foundation Y
t ', 105.0
@s})Nuiy�fiitted: 7 8 9 10 11 12 13 14 15
]GENSF'-..�.� Digitally
_ = „e .� +..�.�
Moisture - % of Dry Weight
No. 81439 signed by
Bryan E Dahike
— ..._
rr= •_ Date: Disclaimer: Contractor is responsible to maintain
Q STATE OF tN�� 2020.11.03 the tested area in the condition that KSM
'•.FtoetoP. ' Qr: completed the indicated passed compaction test.
12:45:07
1 �KSM is not responsible if the tested area has been
BryVVVIFvi pahlk4? P E. -05'00' altered from the approved inspected condition.
V.P. of Engineering
PE # 81439 11/3/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
Proudly Serving Florida since 1990